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HomeMy WebLinkAboutPermit File BLD-2019-0436 2909 Oakes Avenue — 0 City of Anacortes Invoice/Permit#: BLD-2019-0436 904 6th Street Applied date: 07/11/2019 `"" POBox 547 P.O. Box`;,� r�: Anacortes, WA 98221-0547 Issue date: (360) 293-1901 Expire date: 01/06/2021 Job Address: 2909 OAKES AVE Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-1320 Project: APN: P58377 Remarks: Owner: RICHARD CIVILLE Contractor: OWNER Address: 2909 OAKES AVE Address: ANACORTES WA 98221-1320 Phone: (360) 317-4598 Phone: License#: General Information: Fees: Building Valuation 16067 Building Permit Fee 279.25 Plan Review Fee 181.51 State Building Code Fee Resi 6.50 Total Calculated: 467.26 Deposits/Receipts: 0.00 Total Due: 467.26 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY Permits and Insp... - BLD-2019-0436 - 2019 019265-0022 Carla Br... 07/11/2019 03:07PM 12463 - RICHARD CIVILLE BLD-2019-0435 Single Family Alteration/Repair Permit Payment Amount: 181.51 Transaction Amount: 181 .51 CHECK: 1151 •.I X C:! City of Anacortes Invoice/Permit#: BLD-2019-0436 904 6th Street Applied date: 07/11/2019 P.O.Box 547 Issue date: 08/09/2019 ., s Anacortes, WA 98221-0547 Expire date: 02/04/2021 , ''' W, (360) 293-1901 Job Address: 2909 OAKES AVE Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-1320 Project: APN: P58377 Remarks: Partial ADU conversion. Owner: RICHARD CIVILLE Contractor: OWNER Address: 2909 OAKES AVE Address: ANACORTES WA 98221-1320 Phone: (360) 317-4598 Phone: License#: General Information: Fees: Building Valuation 16067 Building Permit Fee 279.25 Stove,Appliance 1 Plan Review Fee 181.51 Garage Square Footage 360 State Building Code Fee Resi 6.50 #of Bathtubs 1 Mechanical Permit Fees 52.05 #of Clothes Dryers 1 Plumbing Permit Fee 76.00 #of Clothes Washers 1 Total Calculated: 595.31 #of Range Hoods 1 Deposits/Receipts: 181.51 #of Kitchen Sinks 1 #of Lavatories 1 Total Due: 413.80 #of Water Closets 1 #of Water Heaters 1 #of Ventilation Fans 1 #of Water Piping 2 c. -•-I -r W Y- ..171 Z7 -* r. -o r r•`I m lY '�. is. •.0 c, t. T: VI IT. r'•. M• 1—t t t I•(I I.-- ,-�• ••LI rl , rv, 1 0 -P. 1:} CI. Lr4 _:- 1 Cr. t m H • �1 - 1!1 n '-• &I•I t•-• ..- IT.• H H r s Co -nr r- THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAY , r8Ft IF' CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMEI CED, HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS-!- OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETH PECIFIED HEREIN OR NOT, ttilElj GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL T PROVISI NS OF ANY OTHER tATE:biF. ' LOC EGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Lei 4. .c:. el- NI t It:: rl ;:1 L, 1_I SIGNAT RE OF OWNER OR AUTHORIZED AGENT ISS ED BY e) LI) - 261 i C] ,_ (1) V �l Y. 0 PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT RESIDENTIAL BUILDING PERMIT APPLICATION y �, Mailing Address: P.O. Box 547,Anacortes, WA 98221 1410 'N Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360) 293-1901 PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS(Street,Suite#): EL((S #: 2909 Oakes Ave. Anacortes WA 98221 PARC 58377 Subdivision/Lot#: PROJECT VALUATION: $ $16,067.00 APPLIC N Phone: :card Civille 360-317-4598 Address( t e State Zi ): Email Address: �akes Ave. Anacortes WA 98221 richard@salishsea.net PROPERTY OWNER: Phone: Richard Civille 360-317-4598 Address(Street,City,State,Zip): Email Address: richard@salishsea.net CONTACT PERSON: Phone: Richard Civille 360-317-4598 Address(Street City,State,Zip): Email Address: 2909 Oakes Ave. Anacortes WA 98221 richard@salishsea.net 1 LENDING AGENCY: Phone: Address(Street,City,State,Zip): Email Address: CONTRACTOR:* Phone: Address(Street,City,State,Zip): Email Address: 2909 Oakes Ave. Anacortes WA 98221 Professional License#: Exp.Date: *All Contractors&Subcontractors must have a valid City of Anacortes nor to doing work in the City. Contact Business License#: Exp.Date: the C` s Finance Departmen t(360)299-1968. OPOSED WORK: r -5`d(1 of 9c;i e, A-6 y ds PROPOSED NEW SQUARE FOOTAGE: Basement SQ': ❑ Finished Basement: ❑ Unfinished Basement 1"Floor SQ': Garage/Carport SQ': 360 sq ADU 2"`1 Floor SQ': Deck/Covered Porch/Patio SQ': Fire Sprinkler: ❑ Yes ❑ No Lot Area SQ': I declare under penalty of perjury that the information I have provided on this form/application is true,correct,and complete,and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacortes. Print Name: Richard Civille OwneXAgent ❑ (specify): Signature: Date: July 11 2019 Page 1 of 5 I I IMPERVIOUS SURFACE AREA: Existing Impervious SQ': 360 sq' New Impervious SQ': 360 sq' WO rL) Total Disturbed Land/Soil SQ': Total Proposed: Cut: Fill: New hard surfaces(pervious&impervious) None Land converted from native vegetation to lawn or landscaping SQ' None Land converted from native vegetation to pasture SQ' None MECHANICAL: Equipment Type: Appliance/Equipment Information(new and relocated): Total#: Furnace: Gas#: Elec#: BTU: Other#: Wall Heater: Gas#: Elec#: Other:#: Location(s): Gas Water Heater: #: Location(s): Heat Pump: Elec#: Other#: Air Conditioning: Elec#: Other#: Radiant/Hydronic Heating: Gas#: Elec#: Other:#: Location(s): Exhaust Fans: Bath#: 1 Laundry#: Other: 1 ✓ Range Hood: #: ( Location(s): kt42. I " Fireplace: Gas#: Elec#: Other:#: Location(s): Clothes Dryer&Duct: Gas#: Elec#: 1 Other:#: Location(s): 1 Stove/Range/Oven: Gas#: Elec#: 1 Other:#: Location(s): 1 :/ Gas Piping/Outlet(s): #: Location(s): Boiler Gas#: Elec#: BTUs: Location(s): Other: #: Location(s): PLUMBING FIXTURES: Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#: Water Closet(Toilet): 1 J Refrigerator water supply(for water/ice dispenser): Kitchen Sink: 1 ti Pressure Reduction Valve/Pressure Regulator: Utility Sink: / Water Service Line: / 1 Tub: 1Water Piping: Q 1 / Hand Sink: 1 t/ Clothes Washer: 1 Shower: Electric Water Heater: Tank-less? Yes 0 No ❑ Dishwasher: Backflow Prevention Device: Hose Bib: Other: Page 2 of 5 • BUILDING PLANNING the roof decking or sheathing, supported by not the ceiling is protected by not less than 1/,-inch (12.7 less than nominal 2-inch (51 mm) ledgers attached mm) gypsum board or equivalent. to the sides of the roof framing members, for a cis- ,Q2° °1 Supporting construction. Where tance of not less than 4 feet(1219 ram) on each side blies are required to be fire- ce rated by Section of the wall or walls and any openings or penetra- R302 3, th porting construction of such assemblies tions in the roof are not within 4 feet (1219 mm) of sh ve an equal or greater fire-resistance rating. the common walls. 3. A parapet is not required where roof surfaces adja- Rv302A Dwelling unit rated penetrations. Penetrations of cent to the wall or walls are at different elevations wall or floor-ceiling assemblies required to be fire-resistance and the higher roof is more than 30 inches (762 min) rated in accordance with Section R302.2 or R302.3 shall be above the lower roof. The common wall construe- protected in accordance with this section. tion from the lower roof to the underside of the R302.4°1 Through penetrations. Through penetrations of higher roof deck shall have not less than a 1-hour fire-resistance-rated wall or floor assemblies shall comply fire-resistance rating. The wall shall be rated for with Section R302.4.1.1 or R302.4.1.2. exposure from both sides. Exceglion: Where the penetrating items are steel, fer- R302.2.3 Parapet constructisn. Parapets shall have the rous or copper pipes, tubes or conduits, the annular same fire-resistance rating as that required for the support- space shall be protected as follows: ing wall or walls. On any side adjacent to a roof surface, the 1. In concrete or masonry wall or floor assemblies, parapet shall have noncombustible faces for the uppermost 18 inches (457 m), to include counterflashing and coping concrete, grout or mortar shall be permitted m materials. Where the roof slopes toward a parapet at slopes where installed to the full thickness of the wall or greater than 2 units vertical in 12 units horizontal (16.7-per- floor assembly or the thickness required to main- cent slope), the parapet shall extend to the same height as fain the fire-resistance rating, provided that both any portion of the roof within a distance of 3 feet (914 mm), of the following are complied with: and the height shall be not less than 30 inches (762 mm). 1.1. The nominal diameter of the penetrating R 02.2.4 Structural independence. Each indi ' al item is not more than 6 inches (152 mm). townhouse shall be structurally independent. 1.2. The area of the opening through the wall Exceptions: does not exceed 144 square inches (92 900mm ). 1. Foundations supporting exte ' walls or com- mon walls. 2. The material used to fill the annular space shall 2. Structural roof and sheathing from each unit prevent the passage of flame and hot gases suffr- fastened to the c on wall framing, cient to ignite cotton waste where subjected to ASTM E 119 or UL 263 time temperature fire 3. Nonstruc wall and roof coverings. conditions under a positive pressure differential 4. Flas ' bat termination of roof covering over of not less than 0.01 inch of water (3. Pa) at the co on wall. location of the penetration for the time period equivalent to the fire-resistance rating of the con- ownhouses separated by a common wall as pro- vided in Section R302.2, Item 1 or 2. struction penetrated R3 1023 Two-fan-lily dwellings. Dwelling units in two-family 02°4°1°1 Fire-resistance-rated assembly. Penetra- dwellings shall be separated from each other by wall and Lions shall be installed as tested in the approved fire- floor assemblies having not less than a 1-hour fire-resistance resistance-rated assembly. rating where tested in accordance with ASTM E 119 or UL R302.4.1°2 Pei etration firestop system. Penetrations 263. Fire-resistance-rated floor/ceiling and wall assemblies shall be protected by an approved penetration firestop shall extend to and be tight against the exterior wall, and wall system installed as tested in accordance with ASTM E assemblies shall extend from the foundation to the underside 814 or UL 1479, with a positive pressure differential of of the roof sheathing. not less than 0.01 inch of water (3 Pa) and shall have an Excep ®�° F rating of not less than the required fire-resistance rat- ° ing of the wall or floor-ceiling assembly penetrated.. 1. A fire-resistance rating of 1/2 hour shall be permitted in R3Q2.4°2 Membrane penetrations. Membrane peneLa- buildings equipped throughout with an automatic dons shall comply with Section R302.4.1. Where walls are sprinkler system installed in accordance with NFYA required to have a fire-resistance rating, recessed fixtures 13' shall be installed so that the required fire-resistance rating 2. Wall assemblies need not extend through attic spaces will not be reduced. where the ceiling is protected by not less than 5/8 inch (15.9 m) Type X gypsum board, an attic draft stop Exceptions: m constructed as specified in Section R302.12.1 is pro- 1. Membrane penetrations of not more than 2-hour vided above and along the wall assembly separating fire-resistance-rated walls and partitions by steel the dwellings and the structural framing supporting electrical boxes that do not exceed 16 square 52 2D15 INTERNATIONAL RESIDENTIAL CDDE° BUILDING PLANNING inches (0.0103 m2) in area provided that the aggre- R302.5.1 Opening protection. Openings from a private gate area of the openings through the membrane garage directly into a room used for sleeping purposes shall does not exceed 100 square inches (0.0645 m2) in not be permitted. Other openings between the garage and any 100 square feet (9.29 m2) of wall area. The residence shall be equipped with solid wood doors not less annular space between the wall membrane and the than 13/8 inches (35 mm) in thickness, solid or honeycomb- box shall not exceed 1/8 inch(3.1 mm). Such boxes core steel doors not less than 13/8 inches (35 mm) thick, or on opposite sides of the wall shall be separated by 20-minute fire-rated doors, equipped with a self-closing one of the following: device. 1.1. By a horizontal distance of not less than R302.5.2 Duct pen.etr..,fion. Ducts in the garage and ducts 24 inches (610 mm) where the wall or penetrating the walls or ceilings separating the dwelling partition is constLucted with individual from the garage shall be constructed of a minimum No. 26 noncommnnicating stud cavities. gage (0.48 mm) sheet steel or other approved material and 1.2. By a horizontal distance of not less than shall not have openings into the garage. the depth of the wall cavity where the wall R302,53 Other penetrations. Penetrations through the cavity is filled with cellulose loose-fill, separation required in Section R302.6 shall be protected as rock-wool or slag mineral wool insulation_ required by Section R302.11, Item 4. 1.3. By solid fireblocking in accordance with R302.6 Dwelling-garage fire separation. The garage shall Section R302.11. be separated as required by Table R302.6. Openings in 1.4. By protecting both boxes with listed putty garage walls shall comply with Section R302.5. Attachment pads of gypsum board shall comply with Table R702.3.5. The wall separation provisions of Table R302.6 shall not apply to 1.5. By other listed materials and methods. garage walls that are perpendicular to the adjacent dwelling 2. Membrane penetrations by listed electrical boxes unit wall. of any materials provided that the boxes have R302.7 Under-stair protection. Enclosed accessible space been tested for use in fire-resistance-rated assem- under stairs shall have walls, under-stair surface and any sof- blies and are installed in accordance with the fits protected on the enclosed side with 1/2-inch (12.7 mm) instructions included- in the listing. The annular gypsum board. space between the wall membrane and the box shall not exceed 1/8 inch (3.1 mm) unless listed R302.8 Foam plastics. For requirements for foam plastics, otherwise. Such boxes on opposite sides of the see Section R316. wall shall be separated by one of the following: R302.9 Flame spread index and smoke-developed index 2.1. By the horizontal distance specified in the for wall and ceiling finishes. Flame spread and smoke level- listing of the electrical boxes. oped indexes for wall and ceiling finishes shall be in accor- dance with Sections R302.9.1 through R302.9.4. 2.2. By solid fireblocking in accordance with Section R302.11. R302.9.1 flame spread index. Wall and ceiling finishes shall have a flame spread index of not greater than 200. 2.3. By protecting both boxes with listed putty p Exception: Flame spread index requirements for fin- ishes shall not apply to trim defined as picture molds, 2.4. By other listed materials and methods. chair rails, baseboards and handrails; to doors and win- 3. The annular space created by the penetration of a dows or their frames; or to materials that are less than 1/28 fire sprinkler provided that it is covered by a inch (0.91 mm) in thickness cemented to the surface of metal escutcheon plate. walls or ceilings if these materials exhibit flame spread R302.5 Dwelling-garage opening and penetration protec- index values not greater than those of paper of this thick- f3on.. Openings and penetrations through the walls or ceilings ness cemented to a noncombustible backing. separating the dwelling from the garage shall be in accor- dance with Sections R302.5.1 through R302.5.3. TABLE R3U2.6 DWELL.INGGGARAGE SEPARATION SEPARATION MATERIAL From the residence and attics Not less than 1/2-inch gypsum board or equivalent applied to the garage side From habitable roojns above the garage Not less than 5/8-inch Type X gypsum board or equivalent Structure(s) supporting floor/ceiling assemblies used for separation 1 . required by this section Not less than /2-3.nch gypsum board or equivalent Garages located less than 3 feet Lam a dwelling emit on the same lot Not less than 1/2 inch gypsum board or equivalent applied to the inte- rior side of exterior walls that are within this area For Sf: 1 inch =25.4 mm, 1 foot=304.8 mm. • 2015 INTERNATIONAL RESIDENTIAL RODE' 53 1 Southwest WashingtonChapter of ICC 114 - _ ---------This-construction-detail-is--illustrative -of-the m i n i m um-standard - IN Naim`L of construction based upon the 2015 LRC / WAC 51-51 CODE couNcir Visit our web site at: www.sww-icc.org CHAPTER a R302.4.2 Through penetrations shall be protected by an approved penetration firestop system installed as tested in accordance with ASTM E 5 14 or UL 1473. Penetrations shall have an "F" rating of not less than the required fire-resistance rating of the wall or floor-ceiling assembly penetrated. roof vent _ Please provide the manufactures installation spec sheets for the approved penetration firestop roof vent - system's being used on the project for both the plan review process and onsite for field inspections. 4<4z,„, Note: Not for P or attached dwelling (townhouses) c.- vent opening men code penning requirements 01111111111111111"------- • X. it\ .e5.--'1"... S 9 i SY -.-'-' ---- . )(g . . • Note: for three stones-anchor bolts spacing @ 45" o.c. per R403. I .G. I #4. support joists on listed flange hangers • , r---., �<- 4'�f k'/ f - ��one-hour wall GA File No. WP or equal support joists on listed flange One layer 5/8" type 'x' gypsum hangers wallboard applied at right angles to 3 f each side of 2xG wood studs I G :1 o.c. with 2- 1/4" Type 5 or W drywall screws 7" o.c. Vertical joints staggered I G" o.c., 4 " • horizontal joints staggered 24" o.c., . on opposite sides. f Extend from foundation to underside Ya' Dia. x I On A.B. @ G'-0" o.c. w/ �. of roof sheathing R302.3 /2"x2"x2" plate washers-R403. I .G • d --\� # 4 rebar horizontal L�_� G�� continous top and # 4 vent. @ max. 45" o.c `\. bottom w/min. I 4" extension _ into stem wall at wIG" I '-3" hook-detail K403. I .3. I / / Trusses and joist perpenoicular to one hour G u 02 l ex wall DWG BY mim K302 .3 I Date 6-5- 17 --„:4 Roseburg Forest" Products ,s ssatabdy RFF 1,Z This fire resistance design is listed in accordance with American Wood Councils Design for Code Acceptance (DCA) 3 RFPI-40S, RFPI-60S, RFPI-70, RFPI-BQS, RFPI-9Q, RFPl-700, and RFPI-900 I-Joists Floor sheathing -- �. Gypsum " ~•`� wallboard 77 (� wallboard (face layer) - Hoists A. BASIC ASSEMBLIES 1) Floor Topping (Optional): Varies (reference sound ratings if applicable). 2) Floor Sheathing: Min. 23/32-inch (18-mm) T&G Wood Structural Panel. The shoots shall be installed with their long edge perpendicular to the joists with end joints centered over the top flange of joists. Floor sheathing must be installed per code requirements. 3) Structural Members: Min. 9-1/4 inches (235 mm) Deep 1-Joists. Max. 24 inches (610 mm) on center spacing. Min. flange thickness of 1-1/2 inches (38 mm) and each flange area of at least 2.25 inches' (1,452 mm2). Min. web thickness of 3/8 inch (9.5 mm). 4) Ceiling: Two layers of 1/2-inch (13-mm) Type C Gypsum Wallboard. a) Base Layer: Install with long dimension perpendicular to joist length. Attach to the bottom flange of the joists using 1-inch (25-mm) Type S drywall screws at 12 inches (305 mm) on center. The end joints of the wallboard must be centered on the bottom flange of the joist and must be staggered. b) Face Layer: Install with long dimension perpendicular to joist length. Attach to the bottom flange of the joists through the base layer using 1-5/8-inch (41-mm) Type S drywall screws spaced at 12 inches (305 mm) on center on intermediate joists and 8 inches (203 mm) on center at end joints. The longitudinal joints of this layer must be offset 24 inches (610 mm) from those of the base layer. The end joints must be centered on the bottom flange of the joists and offset a min. of 48 inches (1219 mm) from those of the base layer. Additionally, face layer end joints are attached to the base layer with 1-1/2-inch (33-mm) Type G drywall screws at 8 inches (203 mm) on center with a 4-inch (102-mm) stagger, placed 6 inches (152 mm) either side of the joint. c) Finish: The face layer joints must be covered with tape and coated with joint compound. Screw heads must also be covered with'joint compound. B. SOUND RATING(a) Components STC IIC Base Assembly with Carpet and Padding, Gypsum Concrete 49 55 (a) Sound ratings from the American Wood Council publication Design for Code Acceptance'(DCA) 3. Available from www_awc_ord/pubfications/DCA/DCA3/DCA3.pdf. • C. SMILAR ASSEMBLIES 1) DCA 3 WlJ-1.5 This assembly may also be used in a fire-rated roof/ceiling assembly, but only when constructed exactly as described. • REPRESENTING THE ENGINEERED WOOD INDUSTRY 7011 South 19th Street n Tacoma, Washington 98466-5333 o- Phone: (253) 565-6600 n Fax: (253) 565-7265 ° www.apawood.org , -- 1 ,1 - - =>1, -' t- - Roseburg F,,res l r oduGts FAsselimbl r RF '1 o8 On L�oREr Film_ .>esgst rn e Bared Flo rra/©eQlui j QsserwtIy* This fire resistance design is listed in accordance with the international Building Code (iBC) RFPI-40S, RFPI-60S, RFPI-7Q, RFPI-BIAS, RFPI-90, RFPI-700, and RFPI-900 [-Joists Fl.aar sheofhing �j' - /—'"- Gypsum r'� . -k ;.,_~ wallboard r .. .` ---- ,- . (base la-yer) ,,,.-c--,--. ----. ' `°� � - . :,� :may,. G3`pst�rn ' 1`` -- -`-, ' _ wallboard A. BASIC ASSEMBLIES 1) Floor Topping (Optional): Varies (reference sound ratings if applicable). 2) Floor Sheathing: Min. 23/32-inch (18-mm) T&G Wood Structural Panel. .The sheets shall be installed with their long edge perpendicular to the joists with end joints centered over the top flange of joists. Floor sheathing must be - installed per code requirements. 3) Structural Members: Min. 9-114 inches (235 mm) Deep I-Joists. Max. 24 inches (610 mm) on center spacing. Min. flange thickness of 1-1/2 inches (38 mm) and each flange area of at least 2.25 inches2 (1,452 mm2). _Min. web thickness of 3/8 inch (9.5 mm). 4) Ceiling: Two layers of 1/2-inch (13-mm)-Type X Gypsum Wallboard. a) Base Layer. install with long dimension perpendicular to joist length. Attach to the bottom flange of the joists using 1-5/8-inch (41-mm) Type S drywall screws at 12 inches (305 mm) on center. The end joints of the wallboard must be centered on the bottom flange of the joist and must be staggered the equivalent of two joist spacings with those of adjacent sheets. b) Face Layer. Install with long dimension perpendicular to joist length. Attach to the bottom flange-of the joists through the base layer using 2-inch (51-mm) Type S drywall screws spaced at 12 inches (305 mm) on center on intermediate joists and 8 inches (203 mm) on center at end joints. Face layer end joint must not occur on the . • same joist as base layer end joints. The longitudinal joints of this layer must be offset 24 inches (610 mm) from those of the base layer. Additionally, face layer end joints are attached to the base layer with 1-1/2-inch (38- mm) Type G drywall screws at 8 inches (203 mm) on center placed 6 inches (152 mm) either side of the joint. c) Finish: The face layer joints must be covered with tape and coated with joint compound. Screw heads must also be covered with joint compound. B. SOUND RATING information not available. C. SIMILAR ASSEMBLIES 1) 2009 IBC Table 720.1(3) Item 26-1.1 and 2012/2015 IBC Table 721.1(3) item 26-1.1 * This assembly May also be used in a fire-rated roof/ceiling assembly, but only when constructed exactly as described. • REPRESEWVTING THE ENGINEERED WOOD INOUSTRY 701 1 South 1 9th Street 0 Tacoma, Washington 98466-5333 © Phone: (253) 565-6600 © Fax: (253) 565-7265 0 vwvw.apawood.org PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT ACCESSORY DWELLING UNIT (ADU) PERMIT APPLICATION 2 Mailing Address:P.O. Box 547,Anacortes, WA 98221 �€�o� Office Location: 904 6th Street, Anacortes WA 98821 s�� Phone: (360) 299-1984 PLEASE REFER TO THE ACCESSORY DWELLING UNIT PERMIT APPLICATION CHECKLIST THATFOLLOWSFOR SUBMITTAL REQUIREMENTS 0 NEW CONSTRUCTION X CONVERSION 0 ADDITION XATTACHED 0 DETACHED HABITABLE FLOOR AREA OF ADU: 360 sq' PROJECT ADDRESS(Street,Suite#): 2909 Oakes Ave. Anacortes WA 98221 Subdivision/Lot#: PARCEL(S)#: 58377 APPLICANT: Richard Civille Phone: 360-317-4598 Address(Street,City,State,Zip): Email Address: 2909 Oakes Ave. Anacortes WA 98221 richard@salishsea.net PROPERTY OWNER: Phone: Richard Civille 360-317-4598 Address(Street,City,State,Zip): Email Address: 2909 Oakes Ave. Anacortes WA 98221 richard@salishsea.net CONTACT PERSON: Phone: Richard Civille 360-317-4598 Address(Street,City,State,Zip): Email Address: 2909 Oakes Ave. Anacortes WA 98221 richard(7a salishsea.net PROPOSED WORK: Convert east half of two car garage into a 360 sq'ADU studio with standard electrical, plumbing and fixtures. Extend potable water and sewage drainage from main house, approximately 20' I declare under penalty of perjury that the information I have provided on this foiin/application is true,correct,and complete,and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacortes. 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(..) c:4 (4.4 \S ,tc,..-."4..).. ., h--i .L›rI..,1, %e+, 0-- \\\\\�` ���\\�\\\o1/4i1%Z:.,\ \N\, \\\ N\\ 1 r--i ram' r—d \ ' - r-i r'1 -, j'-> • r-1 L, d.4 ,S\\k \.\\s. ‘; \\ \\\\, \NC< .\4; \\ .c,b5..j,) . 4o cin 4-4 a 0 0 v154 ft...1 . 1...4 a. 4 0 gi "I 11-) 0 . 2t cg \\\.‘,.\ \ ., , ‘,5‘;\ :, \, 4.., Go veci -.4 „...9 cc.) • ••4 ct C..) '-'-' r.ii) t;C2.(4 . C7 4) N\ \ \t:iN C.\ \ 4 \ \ 1 ••I 0 p a N •'4 r� O N \ C\ �\\\\,e \\ \ . -4 a.d S= ,n ' rtd ba it Ct rcd, bq ,,,_, , r�� I ) \\r\\ ;\\ ti 0 Ur a 4)O \ \ • r•, r� nc, czt 9 <4;. . ,4.• :CsA:i% I) rt \ \ : \ r;AM O \ \\ N \\` .�, \ \\\\\ \ \\ \\\\N \\\ \ . .:.w , CA ci P4 = C: P4 tip.) I-4 cdif) '-'4 ° Cas) ° it r . �\ \\ O i �1 at �E 1111 l riffiAll �I fil r IV 11111 1 IA I 201908070042 0 f� Q Li 08/07/2019 12:09 PM Pages: 1 of 3 Fees: $105.50 `u' Skagit County nuditar CITY OF ANf CORT z= When Recorded,Return To: City of Anacortes Planning, Community, &Economic Development Department 904 6th Street/P.O. Box 547 Anacortes, Washington 98221 • 11 Y O Hwy -� Grantor's Name: Richard Civille Tax Parcel#: P58377 Abbreviated Legal Description (Lot, Block, Subdivision Name/Number): LOT 5, EXCEPT THE EAST 10 FEET THEREOF, ALL OF LOT 6, AND THE EAST 21 FEET OF LOT 7, BLOCK 402 OF NORTHERN PACIFIC ADDITION TO ANACORTES, AS PER PLAT RECORDED IN VOLUME 2 OF PLATS,PAGE 9, RECORDS OF SKAGIT COUNTY, WASHINGTON. ACCESSORY DWELLING UNIT CO tVENANT: LANDOWNER(S) NOTICE AGAINST PROPERTY TITLE (AMC 19.44.020): 1. Each single-family-residence may have only one(1) accessory dwelling unit and these two units may not be condominiumized. 2. One (1) of the dwelling units must be occupied by one or more owners of the property as the owner's permanent and principal residence. "Owners" include title holders and contract purchasers. The applicant must record a notice against the property title with the County Auditor, on founts provided by the Department, describing this requirement. 3. The total number of persons who may occupy the principal and accessory dwelling units combined may not exceed the number of persons that are defined by Title 19 of the Anacortes Municipal Code as a"family." 4. The habitable floor area of the accessory dwelling unit may not exceed 900 square feet. 5. Any accessory dwelling unit included within a primary residence must have no interconnected interior spaces. 6. A minimum of three (3) off-street parking spaces must be provided for the principal and accessory dwelling units. 7. The appearance and character of the dwelling shall be maintained when viewed from the surrounding neighborhood. Only one (1) entrance to the residential structure may be located on any street side of the structure; provided that this limitation shall not affect the eligibility of a residential structure which has more than one (1) entrance on the front or street side on the effective date of the original ADU ordinance. 8. If a building permit is required, it must be issued before any construction or conversion work is done to establish the accessory dwelling unit. I, 4 r CL0A4 C vi 1/2 , declare that pursuant to Anacortes Municipal Code § 19.44.020, I am the landowner of tax parcel # p 5 377 located at and that I am making application to create an Accessory Dwelling Unit that will be in compliance with Anacortes Municipal Code regulations stated above and listed in AMC 19.44.020, and requiring that the property owner(s) resides in the principal dwelling unit or the accessory dwelling unit. I hereby certify that the information on this application is true and correct and that the applicable requirements of the City of Anacortes will be met. As property owner(s), I declare that I will notify any prospective purchaser of the occupancy limitations of the Accessory Dwelling Unit as regulated by Anacortes Municipal Code. Furthermore, if any of the provisions of Anacortes Municipal Code 19.44.020 are violated, it is acknowledged that this is cause of the removal of the Accessory Dwelling Unit. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct and will be addressed should a transfer of property ownership occur. Executed at,I. VpinGn , Washington this 7 th day of 5vil- 20 <? Declar nt Declarant 1 ACKNOWLEDGEMENT Ii STATE OF WASHINGTON ) ss. ) COUNTY OF SKAGIT ) On this 7 day of A cry t , 20 /9 , before me,the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn,personally appeared RI' fife0 (1-vi tie , to be known to be the individual that executed the foregoing instrument and acknowledged the said instrument to be free and his/her free and voluntary act and deed for the uses and purposes therein mentioned. Witness myhand and official se hereto affixed th dayand year first above written. �. .tom .6 JOANNE P.GIESBRECHT 'o r ubli in and r e State of Washington, Cresiding a ✓IOY` ®ANRIE P GIESBRECHT �JOTARY PUBLIC STATE OF WASHINGTON My Cpmrnicsion Expires august 31,2021 FOR OFFICE USE ONLY: Permit#: BLD-2019-0494 &BLD-2019-0436 Address: 2909 Oakes Avenue,Anacortes,WA 98221 Signature: GIA Date: August 5 2019 Cricchio, Kevin From: Cricchio, Kevin Sent: Monday,August 5, 2019 2:45 PM To: 'richard@salishsea.net' Cc: Frisinger, Rob Subject: ADU permit application Richard, you recently applied for an ADU permit. Please note that the covenant associated with the ADU is ready for pickup, notarized signature, and recording the Skagit County Auditor's Office.This needs to be done before we can approve your application and issue the permit. Please come by and pick-up your ADU covenant along with the findings of fact document (which is only for your records, not needing recording). Once recorded, please provide us with a copy providing proof this was done.Thanks. Kevin Cricchio, AICP, ISA, WPIT I Senior Planner I Certified Arborist Planning, Community & Economic Development Dept. City of Anacortes I P.O. Box 547 1904 6th Street I Anacortes, WA 98221 360.293.1937 (work) I kevinc@cityofanacortes.org I www.cityofanacortes.org My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 1 Frisinger, Rob To: richard@salishsea.net Subject: ADU Hi Richard, We are reviewing your ADU plans and require some changes. 1. Doors are not permitted to go from parking areas directly to sleeping areas, so either the door needs to be removed, or an additional wall with a door needs to be added somewhere between the car parking area and bedroom area. If the laundry area was separated from the garage, or if the bedroom was walled off with a wall with a door in it,that would work. Please revise and submit your plans accordingly. Thanks, Rob Frisinger Plans Examiner robf@cityofanacortes.org Office (360) 588-8297 Cell (360) 391-1403 NIA 49 ;,4A 1N91 t4i\-incoming and out;oing email ni:-sage_ are s tbi_ct to public disclosure requirements per RC 2 56 / I'''11( ALlt'jteA 41)t / 1 Site Address Project 1 10, Buildingv I.L\--3 , Permit # U. _ 7 ` _\ ' __\, \ - __ - _- _- _F-Y _ - _=�.� x:=-.T _ = rrt��-..r.—_ — _em M1y..:� _ - _ Building 7 i ' d / . r 71 . ek-f—ifrl' yr Public Works Adq— . 1 —� I I i 1 Planning g IV `�11�\vvV Il 11`r ' C) P) /MR çcc\ -- 1 f:Y CCIeff%. --- e\--(3 61.3.. . 1 5tormwater 1 i 1 1 Fire 474 1 1 i I I Project Inter-Departmental Han review Tracking FILE COPY Oakes Ave CITY OF f.' ';' .' _,- ,r) PERMIT#: ADDRESS: 2,-6/0 (4162,5 A-v . - -- __ .... _ APPROVED BY: SUBJECT TO FIELD INSPECTION. APPROVED PLANS SHALL NOT BE ALTERED WITHOUT AUTHORIZATION A — 73.00 ..- 1 ' ' .. : ':., '... '..,,:;j---<. ^ • ' I , 1 cs, . .. 5.14 -f 'llg, 1 ; 2--- 10.59 —1— I r: si) 0 5 o u) GO o =-. m n CD SD.) 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