Loading...
HomeMy WebLinkAboutPermit File 2420 Washington Court CERTIFICATE OF OCCUPANCY This is to certify that the below listed building or structure has been inspected and occupancy is hereby authorized: Description: New Single Family Residence Location: 2420 Washington Court Owner: Kenneth Goodwin Constructed by: Kenneth Goodwin Building Permit #: BLD-2013-0221 Date issued: August 8, 2013 Use Zone: R2 Dated: August 25, 2014 (2' Authorizing Official: 00/7 , . " "- Y O 4 , ,. , Cityof Anacortes Permit#: BLD-2013-0221 r _ 904 6th Street Issue date: 08/08/2013 t P.O.Box 547 ; ' ; = Anacortes, WA 98221-0547 Expire date: 02/04/2015 Job Address: 2420 WASHINGTON CT Permit Type: Single Family Residence Permit ANACORTES WA 98221-4834 Project: APN: P117679 Remarks: New Single FAmily Residence Owner: KENNETH GOODWIN Contractor: Address: 2420 WASHINGTON CT Address: ANACORTES WA 98221-4834 Phone: Phone: License#: General Information: Fees: Use Zone R2 Plan Review Deposit 100.00 Basement Square Footage 800 Building Permit Fee 2,763.35 Lot Area 12694 Plan Review Fee 1,696.18 1st Floor Square Footage 2668 Mechanical Permit Fees 121.90 Garage Square Footage 920 Plumbing Permit Fee 146.00 Deck Square Footage 354 State Building Code Fee 4.50 Building Valuation 415800 Sewer Inspection Fee 50.00 # Forced Air Furnace<=1,000 1 Storm Drain GFC-Residential 1,301.75 #of Bathtubs 3 Sewer GFC-Residential 7,622.00 #of Clothes Dryers 1 Park Impact Fee 615.00 Traffic #of Clothes Washers 1 Impact Fee 900.00 #of Dishwashers 1 Total Calculated: 15,320.68 #of Gas Fireplace 1 Deposits/Receipts: 100.00 #of Gas Piping 1 #of Gas Water Heaters 1 Total Due: 15,220.68 #of Water Piping 1 #of Hose Bibbs 3 #of Kitchen Sinks 1 ti. IA 'S h.) #of Lavatories 4 3 ,...• 0 #of Range Hoods 1 °-" '=' #of Showers 1 -11 ' ,t, '-+ #of Ventilation Fans 5 R; , in #of Water Closets 3 Occupancy Group r-3 -_1 C ,_.4 co r-t1 --__ ai* CO 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:-• c..7.' PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OFEi 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. v SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY August 8, 2014 Ken Goodwin Joyce McNeil 2420 Washington Court Anacortes, WA 98221 City of Anacortes Building Department Re: Occupancy We request occupancy of the property with the intent to complete the landscaping requirement within 90 Days. Yours truly, s Ken Goodwin Joyce McNeil V- . . . . . • - • .- •.•' _ :, - - : • -.., • . . . . . .-- • . . . .• . . .-- . - . . - • .• . - .. . . . .. . . . ' .•• . . .. -.. .. . .. . . . .-. . - . . . . .. ' f - . in . . __._. ....,_ . . . r- uhrit VV-tirks-- . . - Engineering and Development Services • -. - • • . . . • . . .. . . . . . . ._ - . .• •. - - . . - . . . . . •:-.- Residential Inspection -. - . • . . . . . - . . . • . . ..• . . . . . . .. . • . . . 14 Date: Address: 2,..1-to• •-c;A CalAz7c 6- -it f • ' -% .. . . . • . . Owner: • ii<e,( C....,cars 6.itit. . . . . . - • • . • . . . . . .. . . .- .. Contractor: y•svo G 00 .tz. . . . . . . . • • . - . .. . Inspected by: -....--c-‘y\wyes..Ivy\,"3,?. in.oc- . . • . . • t . • . - • • , . - 1. Waer Meter_Sox • • . . • V . • . . •- 10firm and level to finished grade or backside of sidewalk elevation. Id and box undamaged. . • • v. . • •• V . U--44<er meter and customer shutoff installed. , • • - . • • • - 1-4.---g;debris, . . V - . . . . • ' . 114<kdc.essible—no landscape obstruction. • .- . . ' . D Driveway installation has drive-over box and lid. . . • •.. 1-4- Cirstorper gate valve. intact. - . . . . . • M-IT& leaks at connections. V . . . . .. • . . . . • .. 2. Curb and•Gufter . . • .. •. . . • • te,...NC3 cracks, damage, graffiti, footprint , finishing blemishes, or other objectionable . . marks. • „., • If road frontage improvements:. V . - l''' • . • n Expansion joints every-15 feet and at drivewayS. V . • . III Concrete has,broom finish. . . . . -No low spot at curb line, especially at driveWay cut. Maximum grade change in . - . 20 feet is % inch. . • . . • • . - - . 3. Sidewalk • . . • . • . . . • cracks,damage, graffiti, footprints, finiShing blemishes, or other objectionable • • - i- • marks. . V • . ' • S P---ADA compliant—1 percent slope to curb. V .. . • - . . If road frontage improyements V • . . . • • 0 . Expansion joints every:15.feet and at driveways. - . - • . • • • . . j I . Concrete has broom finish - • . . •. . . . . . 4. Driveway Approaches - . • - . • . „i-Liflo cracks,damage, graffiti,footprints,finishing blemishes, or other objectionable . . ' a-iarks. . . . -'1ADA compliant. • • - . ...., . . . .- . . • • • • . - -- . . . . •. . ... . . . . - •. . -- • - . . . . . . _. . . . _ .• . _ . - - . •: - - . . . . - :- . . . . .. . . ... .- - . . . . _ . .- . . - •-• - - • . • _1 . - . • - • . . . - • 5; Streets )- " _ . _. _ . •. . - .• ' • . . . - . 0 No cracks,blemishes. _ ' . . . . . . . . - . -.•. . . If road or alley improvements: . - - . . . . . . -. _ . . . . . , -: • .- • • . . ri - Received proctor and sieve analysis of ballast, crushed rock, and asPhalt. . . . "Received passing:Materials testing reports for sub-grade, crushed • . • V • " rock;and asphalt. . . - . . . . . . Received tonnage tickets consistent with required thickness per approved.- • . . . _ El. plans. -•• .. . • ' • .. - , • . • . . • - . • . .• . . . '6. SanitapoSewer • . . • • .- • . " • VU‘IIINV (- %-1 1-''q-21-k '. • . • . • . . - .. IlEr l'agection card-signed off and/or verified in Building Department database.. • _ - 31/V . [ "As-built record tiled in the address file, - . . . • . - 1 PV• . 14/*rew cap(s).installed on clean-out(s). .. .• . •. • V . • PIIKCIean..-outs)set at finished grade:. . - . . - .- . . • . . . V. . .• • • . • •.- 1. ,7°. Storm'Drainage ,•-b( ;'-w Tu-AA: i's ' . 'CV" . - • . -19 re Inipection•card.signed ciff andlor verified in Building Department database. • . • . Er M-buitt record filed in address file._ . . . - - . 1-1"Not blocked or.diverted to adjacent.parcel. . . . . • • • 8. Public.Utilities Out of Traveled Way oji A . . • . . V 0 .Concrete collars around.CityV Utilities. - • • . - V . • • • 0 Final grading ok. . . ' •• • - . 0 Restored to prior condition or better.. •' • . 9. Landscape iaris r, , LamoVivrik\1-Ty, 1_... ..rvE,a, 0 u.. ------ 0_ . . . . [I] Bonded for completion at later date. • .. '• Verified against approved landscape plan: . • V V ' • • . • . 0 . Installation. . * - 0 .Type an -d quantity of plants, . . •• • "• . • D .Sod or seed in place. - ' • - . . • • . •' . • - D. Root barrier(receipt filed). • . • . . •• D.Erosion Control Measures " 'Sz-t, -44' 9 V V . .• . • V n BMPs rernoved. V . . D •All debris removed. Site dean. • . " • . . . • • - D Permanent vegetation established. " .• • - • . ._ , . , • . • • • • . . - . • . . . . . . . - . • • . . . • - . . • .• • ` . . ' . • - - . - • . A --ic , 0 2 ___ 420 10 Ask/06r c , cpErioff 11/4 caw' oaa / , •Scati,Tk II)&7-3(Vc, CZAKC -C"--' 14 Ip VC, OHr•---- . <-- , tet.ift. .....9- tO % .„--7- tt, e Ti 'c.51 .i i $for'' .. 3,,so clsz•-• ..' . 6'id 14.74/L - 2 r " �::q,a,5 x`cN�b�y a,}r 5a�?' ,,- ; '� "" n 2� .- v i ,,h. �, .��-:<.-`• :,« d INSTALLED INSULATION CERTIFICATE P.O Box 2921 � ~' Office: (360)424-5179 k. Mt. Vernon WA Fax: (360)428-5081 ii MA CTEN [MMATION & SERVICES LLC We certify that the following residence has been insulated with the following materials: Flat Ceiling Blow VALUE R - 49 Exterior walls VALUE R - 21 Flat Attic Blow VALUE R- 30 Address: 2420 Washington Court,Anacortes WA Certify by : 52N9 t.0" Lc-z a i-o- Date Installed June 2014 Title Manager 2420 Washington Court Anacortes,Washington 98221 P117679,4771-000-018-0000 Qtr 03,Sct 21,Twn 35, Ra 01 Metal Roofing Note: 30# Building Paper No Ridge Vent Or Roof 1/2"Fire Resistant Roof Truss Sheathing Penetrations Within 48"Of Firewall 48" 48" 1 HR PROTECTION: Align Truss To 1/2"FIRE RESISTANT Exterior Of Firewall ROOF SHEATHING(48" Edge At Each Side ON EACH SIDE OF FIREWALL) 2 TRUSS BAYS MIN. f 2x Trusses @ 24"0 C. By Manufacturer R-49 Blown-in • Insulation • 5/8"Gypsum Lid • Use Mineral Fiber Insulation This Wall Residence Side Garage Side Note: Any Openings In The Firewall 2x6 @ 16"O.C.Wall Require 45 Min Fire Protection Rating Double 2x6 Top Plate 2x6 Bottom Plate Attachment: Use 2 1/4"Type S Or W Drywall Screws @ 24"O.C.On Base Layer On Face Layer Use Screws @ 8"O.C. 2 LAYERS 5/8"TYPE X 2 LAYERS 5/8"TYPE X GYPSUM GYPSUM WALLBOARD WALLBOARD FROM EDGE OF FOOTING TO FROM EDGE OF UNDERSIDE OF ROOF SHEATHING FOOTING TO UNDERSIDE OF ROOF SHEATHING 2HR Fire-Wall Detail Scale: 3/4" = ,' _ Between Garage-Residence 16"x8"Thickened Footing&4"Concrete Slab I D a u GA FILE NO. WP 4230 GENERIC 2 HOUR FIRE GYPSUM WALLBOARD, WOOD STUDS, MINERAL FIBER INSULATION Base layer 5/s"type X gypsum wallboard applied at right angles to each side of 2 x 6 wood studs 24"o.c. with 21/4" Type S or W drywall screws 24" o.c. Face layer 5(E" type X gypsum wallboard applied at right angles to each side with 21/4"Type S drywall screws 8"c.c. 51/2" mineral fiber insulation, nominal 3 pcf, friction fit in stud space. Joints staggered 24"each layer and side. Tested at 5,506 lbs per stud or 100 percent of design load. (LOAD-BEARING) _ I Thickness: 8" Approx. Weight: 13 psf Fire Test: ITS J20-06170.3, 12-00 Page 1 of 1 Ingalls, Paul From: Ingalls, Paul Sent: Wednesday, June 05, 2013 9:26 AM To: 'Jonathan Richards' Subject: House Jonathan, I took a preliminary look at the plan submittal for 2420 Washington Court. I have not completed the review. We need the following before I can finish the review: 1. A section detail of the 2-hour wall assembly from ground to roof, with all materials called out inside and outside of the framing, and showing intersecting floors and roof. This wall assembly is required to comply with Section 706 Firewalls of the 2009 IBC. 2. Engineering with calcs for lateral and gravity loads. Paul Ingalls Building Inspector/Plans Examiner City of Anacortes 360-293-1901 6/7/2013 at� o� Anacortes Planning& Community Development Dept. Permit Center �gom P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 Ryan Larson,Director • Don Measamer,Building Official FAX(360)293-1938 July 22,2013 Ken Goodwin PO Box 2612 Woodinville, WA 98072 RE: Plan review notes for the proposed home at 2420 Washington Court. Dear Ken, Please provide a written response to each of the following items so that I can complete the plan review: 1. The plan indicates a two-hour firewall separating the house from garage. Please show how that firewall meets all of the requirements of the 2009 International Building Code Section 706. The submitted plan does not show the wall extensions required by Section 706.5 and does not meet the requirement of any of the exceptions listed. Section 706.5.1 calls for the exterior walls intersecting the firewall to be constructed as I-hour walls for 4 feet in both directions and the openings within those walls to be 45 minute fire rated.The wall between the hallway and the courtyard is required to meet the requirements of Section 705, and would be a one-hour firewall. 2. It would be very difficult to frame the firewall to the underside of the roof sheathing with the intersecting roof planes in that area.IBC Section 706.2 requires that the building be separated into two structurally independent parts by the firewall.A roof framing plan detail would be needed to show how this would be done. The roofs on both sides of the wall need to have fire- resistant sheathing within 4 feet and have no openings(no ridge vents,etc.). 3. The storm drainage is required to go to the stub provided at the street. 4. There is no wall shown between the kitchen and the master bedroom. Is this intentional? 5. A structural detail is needed to show how the stacked(I presume)HDU5 holdowns are to be installed. Given the concerns listed in items 1 and 2,we recommend installing residential fire sprinklers instead of the two-hour firewall unless the building design is altered to make the firewall more feasible to construct. Sincerely, Paul Ingalls Building Inspector City of Anacortes FIRE AND SMOKE PROTECTION FEATURES 5. In Groups R-2 and R-3 where the entire building is duration of time indicated by the required fire-resistance rat- provided with a Class C roof covering, the exterior ing. wall shall be permitted to terminate at the underside of 706.3 Materials. Fire walls shall be of any approved the roof sheathing or deck in Type III,IV and V con noncombustible materials. struction,provided: 5.1. The roof sheathing or deck is constructed of Exception:Buildings of Type V construction. approved noncombustible materials or of 706.4 Fire-resistance rating.Fire walls shall have afire-resis- fire-retardant-treated wood for a distance of 4 tance rating of not less than that required by Table 706.4. feet(1220 mm);or TABLE 706.4 5.2. The roof is protected with 0.625-inch (16 FIRE WALL FIRE-RESISTANCE RATINGS mm)Type X gypsum board directly beneath GROUP FIRE-RESISTANCE RATING(hours) the underside of the roof sheathing or deck, A,B,E,H 4,I,R 1,R-2,U 3a supported by a minimum of nominal 2-inch (51 mm) ledgers attached to the sides of the F-1,H-3",H-5,M,S-1 3 roof framing members for a minimum dis- ' tance of 4 feet(1220 mm). H-1,H-2 4 6. Where the wall is permitted to have at least 25 percent F 2,S-2,R-3,R-4 2 of the exterior wall areas containing unprotected a. In Type II or V construction,walls shall be permitted to have a 2-hour openings based on fire separation distance as deter- fire-resistance rating. mined in accordance with Section 705.8. b. For Group H-1,H-2 or H-3 buildings,also see Sections 415.4 and 415.5. 705.11.1 Parapet construction. Parapets shall have the 706.5 Horizontal continuity.Fire walls shall be continuous same fire-resistance rating as that required for the support- from exterior wall to exterior wall and shall extend at least 18 ing wall, and on any side adjacent to a roof surface, shall inches(457 mm)beyond the exterior surface of exterior walls. have noncombustible faces for the uppermost 18 inches (457 mm),including counterflashing and coping materials. Exceptions: The height of the parapet shall not be less than 30 inches 1. Fire walls shall be permitted to terminate at the inte- (762 mm) above the point where the roof surface and the rior surface of combustible exterior sheathing or sid- wall intersect.Where the roof slopes toward a parapet at a ing provided the exterior wall has a fire-resistance slope greater than two units vertical in 12 units horizontal rating of at least 1 hour for a horizontal distance of at (16.7-percent slope), the parapet shall extend to the same least 4 feet(1220 mm)on both sides of the fire wall. height as any portion of the roof within afire separation dis- Openings within such exterior walls shall be pro- tance where protection of wall openings is required,but in tected by opening protectives having afire protection no case shall the height be less than 30 inches(762 mm). rating of not less than 3/4 hour. 2. Fire walls shall be permitted to terminate at the inte- rior surface of noncombustible exterior sheathing, SECTION 706 exterior siding or other noncombustible exterior fin- ishes WALLS ishes provided the sheathing,siding,or other exterior 706.1 General.Each portion of a building separated by one or noncombustible finish extends a horizontal distance more fire walls that comply with the provisions of this section of at least 4 feet(1220 mm)on both sides of the fire shall be considered a separate building.The extent and location wall. of such fire walls shall provide a complete separation.Where a 3. Fire walls shall be permitted to terminate at the inte- fire wall also separates occupancies that are required to be sep- nor surface of noncombustible exterior sheathing arated by a fire barrier wall,the most restrictive requirements where the building on each side of thefire wall is pro- of each separation shall apply. tected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. 706.1.1 Party walls.Any wall located on a lot line between adjacent buildings,which is used or adapted for joint service 706.5.1 Exterior walls.Where thefire wall intersects exte- between the two buildings,shall be constructed as afire wall nor walls,the fire-resistance rating and opening protection in accordance with Section 706. Party walls shall be con- of the exterior walls shall comply with one of the following: structed without openings and shall create separate build- 1. The exterior walls on both sides of the fire wall shall ings. have a 1-hour fire-resistance rating with 3/4-hour pro- Exception: Openings in a party wall separating an tection where opening protection is required by Sec anchor building and a mall shall be in accordance with tion 705.8. The fire resistance rating of the exterior Section 402.7.3.1. wall shall extend a minimum of 4 feet(1220 mm)on each side of the intersection of thefire wal[to exterior 706.2 Structural stability. Fire walls shall have sufficient wall.Exterior wall intersections at fire walls that form structural stability under fire conditions to allow collapse of an angle equal to or greater than 180 degrees (3.14 construction on either side without collapse of the wall for the rad)do not need exterior wall protection. 2009 INTERNATIONAL BUILDING CODE° 101 FIRE AND SMOKE PROTECTION FEATURES 2. Buildings or spaces on both sides of the intersecting 2. Two-hour fire-resistance-rated walls shall be permit- fire wall shall assume to have an imaginary lot line at ted to terminate at the underside of the roof sheathing, the fire wall and extending beyond the exterior of the deck or slab,provided: fire wall.The location of the assumed line in relation 2.1. The lower roof assembly within 4 feet(1220 to the exterior walls and the fire wall shall be such that mm) of the wall has not less than a 1-hour the exterior wall and opening protection meet the fire resistance rating and the entire length requirements set forth in Sections 705.5 and 705.8. and span of supporting elements for the rated Such protection is not required for exterior walls ter roof assembly has a fire resistance rating of minating at fire walls that form an angle equal to or not less than 1 hour. greater than 180 degrees(3.14 rad). 706.5.2 Horizontal projecting elements.Fire walls shall 2.2. Openings in the roof shall not be located extend to the outer edge of horizontal projecting elements within 4 feet(1220 mm)of the fire wall. such as balconies,roof overhangs,canopies,marquees and 2.3. Each building shall be provided with not less similar projections that are within 4 feet(1220 mm)of the than a Class B roof covering. fire wall. 3. Walls shall be permitted to terminate at the underside Exceptions: of noncombustible roof sheathing, deck or slabs where both buildings are provided with not less than a 1. Horizontal projecting elements without concealed Class B roof covering.Openings in the roof shall not spaces, provided the exterior wall behind and be located within 4 feet(1220 mm)of the fire wall. below the projecting element has not less than 1-hour fire-resistance-rated construction for a dis- 4. In buildings of Type III,IV and V construction,walls tance not less than the depth of the projecting ele- shall be permitted to terminate at the underside of ment on both sides of the fire wall. Openings combustible roof sheathing or decks,provided: within such exterior walls shall be protected by 4.1. There are no openings in the roof within 4 feet opening protectives having afire protection rating (1220 mm)of the fire wall, of not less than 3/4 hour. 4.2. The roof is covered with a minimum Class B 2. Noncombustible horizontal projecting elements roof covering,and with concealed spaces, provided a minimum 1-hour fire-resistance-rated wall extends through 4.3. The roof sheathing or deck is constructed of the concealed space.The projecting element shall fire-retardant-treated wood for a distance of 4 be separated from the building by a minimum of feet(1220 mm)on both sides of the wall or the 1-hour fire-resistance-rated construction for a dis- roof is protected with 5/3 inch(15.9 mm)Type tance on each side of the fire wall equal to the depth X gypsum board directly beneath the under of the projecting element.The wall is not required side of the roof sheathing or deck, supported to extend under the projecting element where the by a minimum of 2-inch (51 mm) nominal building exterior wall is not less than 1-hour ledgers attached to the sides of the roof fram fire resistance rated for a distance on each side of ing members for a minimum distance of 4 feet the fire wall equal to the depth of the projecting (1220 mm)on both sides of the fire wall. element.Openings within such exterior walls shall 5. In buildings designed in accordance with Section be protected by opening protectives having a fire 509.2,fire walls located above the 3-hour horizontal protection rating of not less than 3/4 hour. assembly required by Section 509.2,Item 1 shall be 3. For combustible horizontal projecting elements permitted to extend from the top of this horizontal with concealed spaces, the fire wall need only assembly. extend through the concealed space to the outer 706.6.1 Stepped buildings.Where a fire wall serves as an edges of the projecting elements.The exterior wall exterior wall for a building and separates buildings having behind and below the projecting element shall be different roof levels,such wall shall terminate at a point not of not less than 1-hour fire-resistance-rated con- less than 30 inches (762 mm) above the lower roof level, struction for a distance not less than the depth of provided the exterior wall for a height of 15 feet(4572 mm) the projecting elements on both sides of the fire above the lower roof is not less than 1-hour fire-resis- wall.Openings within such exterior walls shall be tance-rated construction from both sides with openings pro- protected by opening protectives having a tected by fire assemblies having a fire protection rating of fire-protection rating of not less than 3/4 hour. not less than 3/4 hour. 706.6 Vertical continuity. Fire walls shall extend from the Exception:Where the fire wall terminates at the under- foundation to a termination point at least 30 inches(762 mm) side of the roof sheathing,deck or slab of the lower roof, above both adjacent roofs, provided: Exceptions: 1. The lower roof assembly within 10 feet(3048 mm) 1. Stepped buildings in accordance with Section of the wall has not less than a 1-hour fire-resis- 706.6.1. tance rating and the entire length and span of sup- 102 2009 INTERNATIONAL BUILDING CODE® FIRE AND SMOKE PROTECTION FEATURES M 1 porting elements for the rated roof assembly has a 707.3.3 Exit passageway.The fire-resistance rating of the fire-resistance rating of not less than 1 hour. fire barrier separating building areas from an exit passage- 2. Openings in the lower roof shall not be located way shall comply with Section 1023.3. within 10 feet(3048 mm)of the fire wall. 707.3.4 Horizontal exit. The fire-resistance rating of the 706.7 Combustible framing in fire walls.Adjacent combusti separation between building areas connected by a horizon ble members entering into a concrete or masonry fire wall from tal exit shall comply with Section 1025.1. opposite sides shall not have less than a 4-inch(102 mm)dis- 707.3.5 Atriums.The fire-resistance rating of the fire bar- tance between embedded ends.Where combustible members rier separating atriums shall comply with Section 404.6. frame into hollow walls or walls of hollow units,hollow spaces 707.3.E Incidental accessory occupancies. The fire bar shall be solidly filled for the full thickness of the wall and for a distance not less than 4 inches (102 mm) above, below and rier separating incidental accessory occupancies from other between the structural members,with noncombustible materi spaces in the building shall have a fire resistance rating of als approved for fireblocking. not less than that indicated in Table 508.2.5. 706.8 Openings.Each opening through afire wall shall be pro- 707.3.7 Control areas. Fire barriers separating control tected in accordance with Section 715.4 and shall not exceed areas shall have a fire resistance rating of not less than that 156 square feet (15 m2). The aggregate width of openings at required in Section 414.2.4. any floor level shall not exceed 25 percent of the length of the 707.3.8 Separated occupancies.Where the provisions of wall. Section 508.4 are applicable, the fire barrier separating Exceptions: mixed occupancies shall have afire-resistance rating of not less than that indicated in Table 508.4 based on the occupan- 1. Openings are not permitted in party walls constructed cies being separated. in accordance with Section 706.1.1. 707.3.9 Fire areas.The fire barriers or horizontal assem- 2. Openings shall not be limited to 156 square feet(15 blies,or both, separating a single occupancy into different m2) where both buildings are equipped throughout fire areas shall have a fire-resistance rating of not less than with an automatic sprinkler system installed in accor- that indicated in Table 707.3.9.The fire barriers or horizon- dance with Section 903.3.1.1. tal assemblies,or both,separating fire areas of mixed occu- 706.9 Penetrations. Penetrations of fire walls shall comply pancies shall have afire-resistance rating of not less than the with Section 713. highest value indicated in Table 707.3.9 for the occupancies under consideration. 706.10 Joints.Joints made in or between fire walls shall com- ply with Section 714. TABLE 707.3.9 706.11 Ducts and air transfer openings.Ducts and air trans- BARRIER RATING REQUIREMENTS FOR FIRE fer openings shall not penetrate re walls. BARRIER ASSEMBLIES OR HORIZONTAL ASSEMBLIES p fire BETWEEN FIRE AREAS Exception:Penetrations by ducts and air transfer openings OCCUPANCY GROUP FIRE-RESISTANCE RATING(hours) of fire walls that are not on a lot line shall be allowed pro- vided the penetrations comply with Section 716. The size H-1,H-2 4 and aggregate width of all openings shall not exceed the lim- F-1,H-3,S-1 3 itations of Section 706.8. A,B,E,F-2,H-4,H-5, 2 I,M,R,S-2 ' SECTION 707 U 1 FIRE BARRIERS 707.1 General.Fire barriers installed as required elsewhere in 707.4 Exterior walls.Where exterior walls serve as a part of a this code or the International Fire Code shall comply with this required fire-resistance-rated shaft or exit enclosure,or separa- section. tion,such walls shall comply with the requirements of Section 707.2 Materials.Fire barriers shall be of materials permitted 705 for exterior walls and the fire-resistance-rated enclosure or by the building type of construction. separation requirements shall not apply. 707.3 Fire-resistance rating.The fire-resistance rating of fire Exception: Exterior walls required to be fire resistance barriers shall comply with this section. rated in accordance with Section 1019 for exterior egress balconies, Section 1022.6 for exit enclosures and Section 707.3.1 Shaft enclosures.The fire-resistance rating of the 1026.6 for exterior exit ramps and stairways. fire barrier separating building areas from a shaft shall com 707.5 Continuity.Fire barriers shall extend from the top of the ply with Section 708.4. floor/ceiling assembly below to the underside of the floor or 707.3.2 Exit enclosures.The fire-resistance rating of the roof sheathing, slab or deck above and shall be securely fire barrier separating building areas from an exit shall com- attached thereto.Such fire barriers shall be continuous through ply with Section 1022.1. concealed spaces,such as the space above a suspended ceiling. 2009 INTERNATIONAL BUILDING CODE® 103 Site Plan: 2420 Washington Court IMPERVIOUS SURFACE CALCULATIONS: DRYWELL CALCULATIONS: RESIDENCE FOOTPRINT 2668 SF ROOF AREA 4193 SF COVERED AREAS 40 SF SANDY SOIL=AREA/100 42 SF DECK 354 SF GARAGE 920 SF DRYWELL SIZE= 42 FT LENGTH 4 FT WIDE TOTAL IMPERVIOUS 3982 SF 7 FT DEEP NOTES: LOT AREA 12694 SF ADD HORIZONTAL PERF PIPE TO DISTRIBUTE WATER. LOT COVERAGE 31% CONNECT TO VERTICAL PERF PIPE WITH 6"INSPECTION COVER. COVER WITH FABRIC AND 24"SOIL. 1-1.i] I I — --_I I I ` I Q 05� EN°e Sefiba��I EMP SOIl II In e 1q6 S\o' 0\ig— 1 §TOCKPILE ?to* tine — — — I AREA I • I = 12'-101/2" — o �' � 1/� 1 LOT 18 -a 0 j' 2o-io'1/z, (-13.3] TIGHTLINE DOWNSPOUTS AND F of Tu) '\, II G vs SILT FENCE ^ _ -FOOTINGS TO DRAINAGE • W '/ _ N Deck Garage, ��� m -q C / 1"/ 1a I3 7 v (D \ / 1tu ,,' \- -a ��. ' Deck o \'s \ ;A t� _ Residence Concrete Driveway 1 1 — l �h w 03 N� /i / C = —U Courtyard .' CONSTRUCTION •.- tT `, // \ = UNDERGRAVEL DRIVEWAY TOE BE �20 A gip" • = a Po•ch\_ _ [i! k.. USED AS BASE MATERIAL 2 / \ , ' o� 5'Setback *— �— HIGHEST POINT ON LOT , I SILT FENCEj.if\ I 1 1-ll.01 5,-0„ Prop Line 185.34' \ Lei HIGHEST POINT OF • TO BE PRESERVED TO VERIFY RESIDENCE DOES NOT EXCEED HEIGHT RESRICTION. \ Site Plan Scale:1"=20'-0•" I IIIIIIIIII N Project Info: Project Description: Owner: Table Of Contents: Sheet: Revisions: • New Single Family Residence g /Site Plan A.1 2420 Washington Court 12694 SF Lot Area Kenneth Goodwin Cover Plan A.2 Basement Plan/Building Section A.3 2668 SF Main Floor LivingPrint Date 5/20/13 PO Box 2612 Area Main Level Framing Plan A.4 Anacortes,Washington 98221 800 SF Basement Floor Living Area Woodinville,Washington 98072 Main Level Floor Plan A.5 A• 1 P 117679,4771-000-018-0000 3468 SF Total Living Area Ph:(206)300-6200 Roof Plan A.6 Qtr 03,Sct 21,Twn 35, Ra 01 920 SF Garage Area Em: ken1822@gmail.com Elevations A.7 g addendum Site Plan: 2420 Washington Court IMPERVIOUS SURFACE CALCULATIONS: DRYWELL CALCULATIONS: RESIDENCE FOOTPRINT 2668 SF ROOF AREA 4193 SF COVERED AREAS 40 SF SANDY SOIL=AREA/100 42 SF DECK 354 SF GARAGE 920 SF DRYWELL SIZE= 42 FT LENGTH 4 FT WIDE TOTAL IMPERVIOUS 3982 SF 7 FT DEEP NOTES: LOT AREA 12694 SF ADD HORIZONTAL PERF PIPE TO DISTRIBUTE WATER. LOT COVERAGE 31% CONNECT TO VERTICAL PERF PIPE WITH 6"INSPECTION COVER. COVER WITH FABRIC AND 24"SOIL. , 1-1.71 I i I i F ak l eNG" SOP- AREA II____ 12.-101/2" — o woo LOT 18 i io'-lo l/2' 'r o ��'`— 1 r"1 ,' ` o 1.13,31 TIGHTLINE DOWNSPOUTS AND F ot Tu) '`, IIC�+• I� �_ Os SILT FENCE /� FOOTINGS TO DRAINAGE 7i �� W 0 Deck Garage., �N m c I,, -t / '` s -�- '� /. \n 1) '54 3 A Deck • \ ,-0 ;'/ _ Residence LO _ Concrete Driveway v. i \ w os cos �� r o _ —i• Courtyard s ` CONSTRUCTION .. GRAVEL ENTRANCE a, 4, I o-A- — UNDER DRIVEWAY TO BE �Z •VS 6• — Porch USED AS BASE MATERIAL /�' n = ` 5'Setback ♦— HIGHEST POINT ON LOT 3 I SILT FENCE 4 Trl 1'l� ► I \ [-n.oj 5,-0.. Prop Line 185.34' ` [o] HIGHEST POINT OF LOT TO BE PRESERVED TO VERIFY RESIDENCE \ ' DOES NOT EXCEED 14'HEIGHT RESRICTION. / \ Site Plan Scale:1"=20'-0" 0 2 10 20 IIIIIIIIIII Project Info: Project Description: Owner: Table Of Contents: Sheet: Revisions: 2420 Washington Court New Single Family Residence Kenneth Goodwin Cover Page/Site Plan A.1 12694 SF Lot Area Foundation Plan A.2 Print Date 5/20/13 A .PO Box 2612 Basement Plan/Building Section A.3 2668 SF Main Floor Living Area Main Level Framing Plan AAAnacortes,Washington 98221 800 SF Basement Floor Living Area Woodinville,Washington 98072 Main Level Floor Plan A.5 1 P117679,4771-000-018-0000 3468 SF Total Living Area Ph:(206)300-6200 Roof Plan A.6 1 Qtr 03,Sct 21,Twn 35, Ra 01 920 SF Garage Area Em: ken1822@g mail.com addendum 1 mail.com Elevations A.7 "p ' 'Cr. /C20: \ 10' U131. ►,04411.1 �,, 21.21 — 6k.6.5 v AS NOT i.lo•t"' VP r �� • sue. C 19 0 40 "i C32 LOT 17 C1 12428 SO. FT.- C1E 0LOT 16 `� R> > `� / 17 .• S. 1 1899 SQ. FT. j' `� :` 8_.. } a` (6111) f^ . / / Y 0 LA (0.40s AY I iv C t 2 s, S9 R LOT 15 `n41,� / ' s�. 11510 SQ- FT. !/ or if •II ,ter Ct' �s (61 15) (�'S'" +1 1► d� I lf IN ' ',tltl� �, 7 03'0 1 I C31 o A Ve ttl �b 40.0 ��, 25' 25' cu'=` V� 85.0 1Tfl651�i ',t2 C13 ` 5 oe toy 15 4 r. tor 18 uarj� . iQ^ 12694 SQ. FT. .- w N r, � C , •' x I c i i ZCC.�CXa /r •p to •r? \ ►)4TU M f` 185.34' Y .y t'� cP. N 89'40 16 E 38' 42.3o' Cs ' e�\, To ce p 0) �"% 4's ''' 556.07' - f 83.43' ''' %iv,,,r rie ow , )11....:, • ,,„, up , // 4 ti-W--A— r4=iti ely .Y -rot Grp t2- r VI ►4a-ruf cet x ' . " f , is. . eA, - lIt,03 M ,d 0 LEGEND ' A ) A '''` 1 ri . MAIN LEVEL FLOOR PLAN NOTES: II/4'OSTEULGUARDRAB -II/4•ow.MIN To ST UTA Awx GA ALE NO.WP 4230 I I GENERIC I 2HOOUER STAINLESS STEEL CONTINUOUS HANORALL 3 1.PLANS TO BE REVIEWED BY AU SUBCONTRACTORS PRIOR TO 7.STAIRS TO BE WIDTH SHOWN ON PLAN WITH ITT MN RUN UsBLETENSIONERS WELDED.WITH SMOOTH GYPSUM WALLBOARD,WOOD STUDS, EACH SIDE / SURFACE AND JOWTS MINERAL FIBER INSULATION STARTING CONSTRUCTION.E DISCREPANCIES EXIST PLEASE LENGTH AND 73/4'MAX RISE HEIGHT.TREADS AND RISERS NOT Baelayer neWeeX gyenn NOWaa applied d ante angles M each skied z 5 wood - " CONTACT THE OWNER,GENERAL CONTRACTOR,OR THE TO VARY MORETHAN 3/e"FROM ONE TO ANOTHER.MAINTAIN -4"MAX SPACING DOUBLEJORT- stun 24'oc ehm2,/i Typo S orWWyxau sere.2e e.c Seca Rye,WlypeX • DRAFTSMAN FOR FURTHER INFORMATION. MINIMUM 6'-8"HEADROOM.PROVIDE CONTINUOUS HANDRAIL -t / /' A gypsum wenn.vend et right angles la each*.nth 2,/:Type 5 drywall sexes 1 ON AT LEAST ONE SIDE OF RUN.SEE DETAIL. En oo.5Ube,N t mineral BM1su00500 nom inal pot began EI ey n stud es. i SS 2.ALL WOOD IN CONTACT(BOTTOM PLATES)MUST BE PRESSURE '2 §�--- Joints Mowed 2U each layer and eMe. --- TREATED MATERIAL USE CORROSION RESISTANT FASTENERS 8.PROVIDE ATTIC ACCESS WITH REMOVABLE PANEL THRU 27%30" < zpew at 5.S10 Os per stud or 100 percent W design San(LOAD43EANING) • WHEN W CONTACT WITH PRESSURE TREATED LUMBER.ALL MIN OPENING WITH 30"UNOBSTRUCTED HEADROOM.FRAME u o i,z- mltlmwM IT15. EXTERIOR WALLS ARE FRAMED WITH 2%6 STUDS ATI6'"O.C.AND WRH 2X12 MEMBERS. rlic1 l,d Approx.Weight l3 psf SHEATHED WRH1/7OSB PLYWOOD OR BETTER WDH WITH w SWIPSON HANGERS Free Test 13 pst m61]o3.12-00 I BUILDING PAPER.ALL INTERIOR WALLS ARE FRAMED WRH 2X4 9.PROVIDE FULL BEARING UNDER ALL POINT LOAD LOCATIONS \ s 1 '= -STUDS AT I6"O.C.AND SHEATHED WITH I/7 GYPSUM (BEAM 8 HEADER ENDS). la' (312%12 STRINGERS WALLBOARD UNLESS NOTED OTHERWISE i-- \ 1 -I/4'STAINLESS STEEL a 10.PROVIDE BLOCKING ABOVE ALL BEARING WALLS AND BEAMS. RAILING WITH ��l-.9\ 5b 3.CONFIRM ALL DOOR.WINDOW.HREPLACE,AND OTHER TENSIONERS g ROUGH OPENING SIZES WITH OWNER/CONTRACTOR PRIOR TO THRU-BOLT 4x POST TO >- WALL CONSTRUCTION.ALL GLASS TO HAVE A LOW EIO.4o) 11.PROVIDE RRESTOPS AT AL4APPLICABLE LOCATIONS,INCLUDING RIM W/(2)5/B"BOLTS ! GLAZING AND TO MEET TEMPERED REQUIREMENTS. HOLES AND ANY OPEN AREAS. Guardrail Detail =me1/7=1•-17' 4.PROVIDE SMOKE DETECTORS WIRED TO THE ELECTRICAL SYSTEM 12.ALL HEADERS TO BE 6X10 HF52 UNLESS NOTED OTHERWISE --2K4 THRUST BLOCK - m m- WRH BATTERY BACKUP ON OR NEARTHECEILNG OF EACH k�L ALAR AND IN ALL BEDROOMS.CARBON MONOXIDE(CO) 13JNSULATION TO MEET THE MINIMUM PERSCRIPTNE REQUIREMENTS Stair Detail SCALE 1/2"=1'-0" - 66 �b' __ ALARMS TO BE PLACE OUTSIDE BEDROOMS. OF THE LIN WESC.INSULATION R-4 VALUES ARE AS FOLLOWS: / CEILINGS Rd9 OR R30 ADV. - S.PROVIDE EXHAUST FANS KITCHENS AT MN OF 100 CFM AND EXTERIOR WALLS R-21 � ) BATHROOM FANS AT MN OF 50 CFM.DRYER EXHAUST FANS JOIST FLOORING R-30 HQrldraIi SCALE S'=1'-G �g\�'. SHALL BE INDEPENDENT OF OTHER SYSTEMS AND EQUIPED WITH CONCRETE FLOOR R-10 30,17 - ,�r�mq,, / f BACKDRAFi DAMPER AND TO BE INSTALLED PER / . r©/J MANUFACTURERS SPECIFICATIONS.ALL FANS TO BE VENTED TO T4•REFER TOO AND IMPLEMENT ENGINEERING PRIOR TO 7-B1/7 - 6'-0" 9'-91/Y 3'-6' 7'-41/7 II]]J X(/j j THE OUTSIDE OF THE RESIDENCE CONSTRUCTION.ALL ENGINEERING TO SUPERCEDE !r '� © t CONSTRUCTION PLANS. • I by _' 6.CERTIFIEDPREMANUFACTURC GAS BURNING STOVE FIREPLACE A :1". WO WRH DAMPER AND OUTSIDE COMBUSTION AIR SOURCE DIRECTLY a---'- -" - 3T-0' '� © f ©I;I a rhehSeal �CONNECTEDTOTHEFIREBOX INSTALL PER MANE.SPECS. ,�-_-- _---___ .---------- - - I ="Is•-0" Hot Tub 1 • �' Droa lC ©' Corner Tub �` 1© � • 1 Ma�te�r�Ba • 3,41/7 2. l e'''� j .::::::::' ....:' �;: b ;t'- r k- a.yw z Garage :. 3'-Il l/T' 6'-3 10'-41/2' 7-7 T7'I�-11 ®�I ii V rulna ;�AOF r Cal. - , -pro` E Master Suite �`s' El ? I �.b " a OP Comsat D • ry/ Rle Alf.Acaem • r © © • n 'In R i 7\M7 shave, I N §III �,. i _ r O O 1 r i /35. y 2NE FlREWAII PER OQAll1 WP t230: ' APNY2UYFRSOF S/e'1YP&%TO EACH y 2. - J �/ IT, \ n SIDEOF WALL CONBNUE FIREWALL TO 'V ,I �\ ' m Kitchen % 4•- l' S'S m Laundry - RNOCREEDrRROB SNBATMNG."�aa,J ceB°a PfilRm.°Xaaleae4 sue DROP FLOOR• w • Linen - HF1GM24"IN Closet i:r 'GARAGE _ Deek Sitttng Room ®�� i Lapel _ -- 2NR FlRLBVAn ...1;.-¢ • Sealed Deck 4 Hap a� fl iI GDefector I,2-0" , xu 3RUP ''Y. _ • �tw[,��J Walk-In Closet USN; _ • 3. U�� n aaa \ • C.,,f,-R(c-s,, �. 3'-6- 6'-e l/7 3'-6' m n Ciozet 4 3'-7 \ /i .'ism R 4' T7. imi_siiiili, G `�= WINDOW SCHEDULE p 3'-57/T 7 _ 5'-6 2',5 UT 41 t "� T-111/7 7'$ _ 3,2 i/Y iT�1 %UtottOSUREDOOR 'Y WINDOW ONSODIGI GLAZING 1111 an161v I 1 I.-. 7 _,I, Oeleet> Hallway 65 �I i�l 6'-31 I -.AlA 10 Descr Plion DIY \ •16 R Dn. . _-..G - -. - 7-0- 7'4Y 2'-0' 3'-T a " A 1 Px4,7 Flaw. 2 -- ♦ Paso 3'-6" 7-7 T-91/Y 15-61/7 H TO - i B 8-0'x9'-6 Tingle Hung 1 Yi R-- B 0 �� _ kier 1 - -0 ' D 3-0'x7-4 5rngla Hung 2 131 E 7-0'x7-0' 'Awning 3 4. „ T Living Room n 1..' Close7/ m -.1 - „' c s'-0•z5-0' Pk�uiae 1 - n �3. Pantry .3 Stroke O 1! m • H 6'-0'x 6'-0' Piefwe 3 __ Nadeaed =' 0e1ecT01 - Courtyard Patio I I i I rcxss" Casement 2 Den 1.-r 3:4• - ' 2+u Closet Bp51246RLpegale I J 7Txd'd" PkNre 1 X7 ii; cennp ij ' _ arewaad a Dining RoomK a•-vx4•w' Pena 3 G Med°PH®sp Hoene -'r 1 hr•.„ Craft Room C II L I'ax 4•�• Pichue t '",: .. RarRM1OpeM6 W=6i)/B' ...nee YCn SCaMnO M 4'-0'X4'd" SBpleHM9 I N=)442' S_ in Corset - Entry •vet@d 1P N svx3'-6 sBdar 3 O 7-Cx SrD' Single Hung 2 D.2eara' 71114 Closet e�°0 'OlCh a _ 4. • - �� 1'-6' 2'-17' c L 1111111 'I.. ® -> - - , H' oa4 uan0 P -5'-0'x3'-P Sider I r c U b 9 .., ��-TT C � ��-.�-°' �',;.J NJ m' Bench Seat I 1/2 waR .�. IIIIIIIII' Bookshelves -ilk • - -IR - - . Ili I © © • 13 D. A .ens, Dr.•Floor Leval lr - r • • -,zti 8-0" 3'-21/7 3'S"- 1. �� "SQ. ... 16'-7 3'-21/7 7.t" 7-3" 4-9" i1R �5-1- ©� v > le" = ' 126•-0 1/4' i „/ IRV ri > . ® Main Level Floor Plan 5dale:vr=1'.D' k. - N D 1 s 10 IIIIIIIIIII Project hdo: - Reject DescepHan: a Owner. Table Of Gardenia) Shoop. - d f �p g I Jonathan Richards New Single family Residence Kenneth Goodwin Revisions) t ' cover lion Plano Plan A.1 na1 Sugarloaf sheet ioundallon Plan A2 Print Dale 3/28/13 •T;. Anaeales.Washington 90221 2420 Washington Court126945E Lot Area PO Box 2612 Basement PbNBUI1Nng Section A.3 e 26685E Main Flout Winp Area MDIn Level Framing Plan AA & � � Li_c b Anacorfes,Washington9B221 505SFBaT.mentFlaorLNngAea Woodimitte,Washin on 98072 • 5 26685F Total liNngAreaMain level Hoot Plan AS P117679,4771-000-018-0000 Ph:(206)300.6200 Roof Ilan A.6 Qtr 03,Set 21,Twn 35,Ra 01 920 SF Garage Area Em:ken1822@gmai.com Elevations AT- - _ __ -- - BASEMENT PLAN NOTES: 1.PLANS TORE REVIEWED BY ALL SUBCONTRACTORS PRIOR TO 6.STAIRS TO BE WIDTH SHOWN ON PLAN WITH IO-MIN RUN STARTING CONSTRUCTION.IF DISCREPANCIES EXIST PLEASE LENGTH AND 73/4"MAX RISE HEIGHT.TREADS AND RISERS NOT LAI/ Typ ied D sr/Wmd°w CONTACT THE OWNER,GENERAL CONTRACTOR,OR THE TO VARY MORE THAN 3/B"FROM ONE TO ANOTHER.MAINTAIN Headx Wdh3+1/2 DRAFTSMAN FOR FURTHER INFORMATION. MINIMUM 6'-8"HEADROOM.PROVIDE CONTINUOUS HANDRAIL WINDOW SCHEDULE Furring ON AT LEAST ONE SIDE OF RUN.SEE DETAIL. h: 6..36UFACTORON VERTICAL GLATMG '�;I 2.ALL WOOD IN CONTACT(BOTTOM PLATES)MUST BE PRESSURE _ Ty cd:,,tar/Window TREATED MATERIAL.USE CORROSION RESISTANT FASTENERS 7.PROVIDE FULL BEARING UNDER ALL POINT LOAD LOCATIONS 'ID Sec Description Oly- Haoder Wilh&+I/S WHEN W CONTACT WITH PRESSURE TREATED LUMBER.ALL (BEAM&HEADER ENDS). r 5 Nis) Facing EXTERIOR WALLS ARE FRAMED WITH 7X6 STUDS AT 16"O.C.AND A 1'-X"s 4'-R Hcture 2 SHEATHED WITH I/2'058 PLYWOOD OR BETTER WRH I5A B 342x 4'd Single Hung I 8.PROVIDE BLOCKING ABOVE ALL BEARING WALLS AND BEAMS. BUILDING PAPER.ALL INTERIOR WALLS ARE FRAMED WITH 2X4 C 5,0"x4'-0' Bfider I I STUDS AT IU"O.C..AND SHEATHED WITH I/2"GYPSUM -_--___-- __-_-_-__-__----- 0341'43,6 Eagle Hung -- _) 2 - - - -- __-- WALLBOARD UNLESS NOTED OTHERWISE. 9.PROVIDERRESTOPS AT ALL APPLICABLE LOCATIONS,INCLUDING E 2-0'42d Awning I 3 HOLES AND ANY OPEN AREAS. F ZIP x20" Nchee I 1 i __ • 3.CONFIRM ALL DOOR,WINDOW.FIREPLACE AND OTHER ROUGH G S-0'x 6'-0' PicN -re 4 - - OPENING SAES WRH OWNER/CONTRACTOR PRIORTO WALL MALL HEADERS TO BE 6X10 HFY2 UNLESS NOTED OTHERWISE. H 6'-0'4 6'-0' RcMe 3 - CONSTRUCTION.ALL GLASS TO HAVE A 0.30 U-fACTOR FOR I 24 x 4'-6" Casement 2 _ VERTICAL GLAZING AND TO MEET TEMPERED REQUIREMENTS. 1 2d•x 4',d Pick. 1 m T T.INSULATION TO MEET THE MINIMUM PERSCRIPTIVE REQUIREMENTS 'x 4'6 Mature I 3 OF THE 2009WESC.INSULATION VALUES ARE AS FOLLOWS: K 4'-0 •- 1 + 4.PROVIDE SMOKE DETECTORS WIRED TO THE ELECTRICAL SYSTEM CEILINGS R-49 OR R-38 ADV. L I'-0'x.B-6 Picturef I c w U WITH BATTERY BACKUP ON OR NEAR THE CELING OF EACH EXTERIOR WALLS R•21 M 4•-V x4-S Saute Hung I I - 1 If ' FLOOR AND IN ALL BEDROOMS.CARBON MONOXIDE(CO) JOIST FLOORING R-30 N 3.6 x 3'-6 Sider I 3 ia 0 i ALARMS TO BE PLACE OUTSIDE BEDROOMS. CONCRETE FLOOR R-10 0 2d"x SO" Sngle Hung 2 2 - P 5'-0"x3-U Elder I I D m T U.PROVIDE EXHAUST FANS KRCHENS AT MIN OF 100 CFM AND 12 REFER TOO AND IMPLEMENT ENGINEERING PRIOR TO .= - BATHROOM FANS AT MIN OF 50 CFM.DRYER EXHAUST FANS CONSTRUCTION.ALL ENGINEERING TO SUPERCEDE La ' SHALL BE INDEPENDENT OF OTHER SYSTEMS AND EQUPED WITH CONSTRUCTION PLANS. 1 _ 9 T'/e• ¢ BACKDRAFI DAMPER AND TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.ALL FANS TO BE VENTED TO THE OUTSIDE OF THE RESIDENCE c , 6 i I(---1.Deck Above"---, I '� 1 I ® I l e.I I �L,_J L_J-''r--1 r 1I a I I ®I I.�� - r---I r ®1 ri ,I ,a I e I I 1 ,— 3S-0" I G I L-J N L_J _ ,-,�A T 4s 8'Wall Section 9'Wail Section f - I-"i l(Main&Basement Floor) SCALE 3/4"=1'0 /'2''`(Main Floor)J H SCALE 3/4-=1'•0" ,3\Stair Section SCALE:,/r=,•-0' , -J Deck Above r--1 ) e I I I I I E L,_J I ® I I ® I ra. .,' '1' T 1 I I 1 I �_.I p `�_.. \.. -mob 11 r D i r D, ? T. SHEAR WALL SCHEDULE 4} L_J L_J e ® 15/32 in*.OSB with d @ S in.0.C.Edges, a�0 Patio 1 }© Bedroom 2 0 y. 1 Agave. coaling d caw R 12"O.C.Field (V= IbS/ft) _ ` r ' Top of Roof e r 15/32 in*.OSB with d @ in.O.C.Edges, �Ir�rl it 'r lu lu••�.._ s L\1\11\1\1�1�1\1�V 1 13 ® 1_ i V ; 3 ® _ n l ninyrfnyln n n u n n 9x -J- s-n l/r * L_J °°°•L I QawlSpace I II tIINII Inlllnl1111 GI\1i?lido�Din7ir! �'�,.. 1a-3 s'a 1\I�u u n u 7`, It l 1 ,• ■1\II 1\1\1�tr 1 It 1\1\1�v! I ii._ _ I r-1 ap 41) A. DaKswiu a, «° / 3 12"O.C.Field(V=��1 lbs/ft P ".. \1ti11iff t ,t h II L , . n ' -1 T. mcea I I -L "' I B'Header Height L_ -- /'��\\ .ry�sy I I 1 1 1 1 11 1 11 I II 11:t • ENGINEERED TRUSSER) g 604 14•-51/2 1 3-6" s-r 7-41/2' 4•-S L ..7) 15/32 in*.OSB with ' d© £9 in.O.C.Edges, I ° D■II I II 11■11■'1011 11111 110 II 1111 II W/METALROOFING \`L// TYPICAL HEADER OVER _ 1 I In Z DOORS ANO WMDOWS ___ ll 11 $ b oa°mat'"ckar"` '1 1 � to z Den 9•-1 u3 j_ s 12"O.C.Field (V= Ibs/ft) 11 ill I I �+ Ba roo m e'GduT— Mech 4 u 1 seise I Im BUILT-R4 SHELVING" -.- i` Li-�]]re°"�'T3Y'- ® 15/32 in*.OSB with d @ in.O.C.Edges, I, I �PRESSURETREATEO I 91/2III WITH REC Room J'-_:Ii » _N I�I 2110.1012SEs 16 o c!I 3/4-T&G PLYWOOD C • 4,�g m t. Go,Furnace _�d— p ry II 5/s6 CEDAR DECKINt> BLOCK OVER BEAMS r�T 1 1 III I Rnbhed Floor `mPel -7:5Wafer Heater 12"O.C.Field(V=l✓ )1J lbs/ft I I. l I I t I 1 t t B' eITng - 0 "NOTES: F 6'$Hdr.Height 16 RUp "'es' a 3/8"or 7/16"may be used in lieu of 15/32"if studs are 16 in. ;;0 ,;,I, i I ,I , t•' (3 t T 0.C.or sheathing applied horizontally and staggered. y I T 1 i I 1 . I� g'1/� If V>350 lbs/ft,provide a minimum of a 3"nominal mud silt i I I -1 y�; - i , e-ecrc Il RCONCRQE SLAB I\INI IS rI 1!11111E i I IN r III I I i, i and 3"nominal- member at vertical seams,unless otherwise 1,II I- 1 1 1,,,,o 11 TV M J__I_t mu , OVER VAPOR BARRIER I A 51,�- approved._Stagger nailing in both cases.. Anchor bolt _ Fl�hedFl°ar . washers to be 3"x3"x1/4"or better - -BEAASSUPPDRT POSTS En L CONNECTED TO FOOTINGS • j(, Basement Level Floor Plan Scale:1/4"=1'•U" • S'A-i N7 \0 t era J'r),,,v, Building Section AA Scale:S/4"=1,0" Q 111111111111 Project Info: Protect Description:- New - - - Owner. - - - - - Table Of Conlonis- - - - - - Shenk motSugn0tatgree •Bra Court Single Family Residence Kenneth Goodwin Cover Page/SHanm A.1Revisions: - --- 56D/3uyul°af greet ��/O�ry��IL1�t®I� d®UII. Foundation/Ion - _ _Aa drafting Anacedes,WasEnglan 96221 ll��_ v� 1z694 sF Lo1 Ar a_ B -Pnnt Dote -- 3/28/13 - PO Box 2612 - - 0e eetPi /mnaings n -qa ---- -- /'I{ design ,.n' �C Ph 36439Lg&t2 26685f MaI_fl- itiving Area_ Mairr-La IF Ing Plan -- --A.1- - - -_--__-_- •3 _ \]�'LM/Vi•, {��1, a UUP.U1,g&,2 Anacorfes,Washington 980021021 - egg SEB el agar Lir,ng a.g Woodinvi➢e,Washington 98072 MOeL. LFl to PlDE qs A.3 P717679,4771-000-018-00 3AUBSFTM11HingAraa Ph:(206}300-6200 1Wx4na,, _ 4.6 .. QIr 03,Set 21,Twn 3$,Ra 920 SF GgyaBe Area Em:ken1822@gmail.com an FleAoRee, as y- _ t C` 3p 5)t=J- �,1-C, ' `"\ v-,/,fy t't® " ,r.z VA' , t— 1 �i 5 ax- R3‘€