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17303 84TH AVE NE_BLD20120144_2026
BUILDING INSPECTION REPORT .8 t Y O^ Permit No. (p- — 01 qq Address: 1-7 30 3 4el. 7+ o Contractor: (y rr1e.,(-Grhr1e_, L1NG'S Owner: C0r'nf,�r Date: 6)— b - )-;- �APPROVAL ED PARTIAL APPROVAL VIOLATION fj CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: 4 Z ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage �Wlnsulation ® Other: - - M BUILDING INSPECTION REPORT C-TY O&- , Permit No. �—� ( 44 Address: l � I�,^ 7Contractor:O D'f 1_Y<,Af Y�lZ Y if )m D��tNG Owner: 0Y Date: —l - APPROVAL ® PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before IV Inspector: . Date: ,lJ- 1t 2- ® Under-floor Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: BUILDING INSPECTION REPORT G8x Y ��� Permit No. — (�l Address: 17 J?' b� NC;Cv Contractor: COrnGrS�rl� Owner: CO►'y1?XS'i�"bYl Date: /�- APPROVAL ® PARTIAL APPROVAL VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: �a— under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation 0 Other: BUILDING INSPECTION REPORT Gtit Y or Permit No. 1 Z - "1�1<�le Address: 17303 ?'��Kl 14Ue Contractor: Owner: Date: �/-/-J Xx�_ APPROVAL PARTIAL APPROVAL ® VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: �s ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry Drainage ® Insulation ® Other: x x Oo m r� N n O � C) l(D m ? > d z � � fD a y >110 x � 0 o z o o w cU'n O (D I00 ° �, o z [ ►� w dx � � � oz � i z C~n r A x n > � y � It n 0 � z z n > > r z r tTl � O O car, z d O 0 O r -- & d O rr)O ndIt • M � > � � � n N ° C z r c, C� z d `D �-t N n0 o C� 0 L I Property Address: 363 g�f T ��/� N� A,1 i n .jj, Je2?T Lod' ( l Conditioned Floor Area 2�1 Date (0 /2.r /2012 Builder or registered design professional C at,her !C�0P%2 14 o v,e Signature: Q f R-1'alues Ceiling: Vaulted R- Floors Over unconditioned space R- Attic R- Slab on grade floor R- Walls: Above grade R- Doors R- Below, int. R- R- Below, ext. R- R- U-Factors and SHGC • NFRC rating (or) Windows U- SHGC- Default rating(chapter 10 wsEC 2009) Skylights U- SHGC- Chapter 9 Optfon(s) Total ChpL 9 Credits fleaft Cooling &Domestic Hot Mater System Type Efficiency q • Heating z' c-4 Fa r e 4z of i✓ r v� Q I S o Cooling WA DHW ' 7 I G cY a 1 N� Duct& Building Air Leakage All ducts &HVAC in conditioned space (yes no Insulation R- g' Test Method: a Total leakage Leakage to exterior Air handler present Test Target CFM@25Pa Test Result CFM@25Pa Building air leakage target: SLA<0.00030 - Tested leakage: SLA= O.ow l< 17 Onsite Renewable Enemy Eleetrlc Power System System type: Rated annual generation Kwh N y 11 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3418 The applicant shall submit two (2) copies of a site Improvement and Drainage Plan on 8.5"X 11" paper showing ALL of the following. (See attached example) General 1. Name, address and phone number of owner and/or contact person. 2. North arrow, 1" = 20' scale, date, lot number and plat, address and street name fronting proposed structure. 3. Location and finished floor elevation of all proposed structures and any existing structures on the site in relation to lot lines and corners. 4. All trees 6" diameter or greater are to specifically plotted in relationship to property corners; include size, species and intention to save or remove. Provide the drip line of trees to be saved. 5. Any sidewalk fronting the property and whether or not the street is improved or unimproved. Indicate whether the driveway apron will be modified, relocated or repaired. 6. Proposed elevation contours (2' interval) on the subject property along with existing contours or spot elevations. Indicate any slopes greater than two (2) feet horizontal to one (1) foot vertical. 7. Provide location of all silt fences. 8. Indicate any proposed rockery and/or retaining wall construction including associated drainage. 9. Note any existing walls or rockeries along with finished floor elevations or grades on adjacent lots. Water/Sewer 1. The location and dimensions of any existing utility easements (sewer, water, etc.) either public or private. 2. The proposed location of the sanitary sewer line including cleanouts and the proposed location of the water line along with the proposed connection points to the City's systems. Stormwater 1. Location and size of all wetlands, streams or drainage channels located within 25 feet of the site, which may involve or affect drainage of then site to be developed. Indicate swales, dips and pipes and provide a cross-section of the areas. If culvert pipes are proposed, indicate size, type and inlet/outlet information. 2. Indicate proposed location of foundation and roof drains along with appropriate cleanouts. 3. Indicate direction and location of surface water runoff entering the site from adjacent properties. After review of this plan, a list of site-specific requirements will be issued. A temporary erosion/sedimentation plan may be required in addition to this plan. 12 r .. r - RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all residential projects. 1. Building Plan Check Fee B. CODES The City of Arlington currently enforces the following: International Codes 1. 2009 International Building Code (IBC) 2. 2009 International Residential Code (IRC) 3. 2009 International Mechanical Code (IMC) 4. 2009 International Fuel Gas Code (IFGC) 5. 2009 International Fire Code (IFC) 6. 2009 Uniform Plumbing Code (UPC) 7. 2009 International Property Maintenance Code (IPMC) 8. 2003 Accessible & Usable Buildings and Facilities (ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56 & 51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 51-13 Washington State Ventilation and Indoor Air Quality Code 8. WAC 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. D. PLANS AND DRAWINGS Submit two (2) complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30" X 42" paper. All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible, with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction, that 2 i RESIDENTIAL PERMIT SUBMITTAL hL -` Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note: A separate submittal of plans is required for each building or structure. DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑ SITE PLAN — REQUIRED WITH ALL SUBMITTALS 1. Two (2) complete sets of plans on 8.5"X 11" paper which reflect all of the information noted in the Site Improvement and Drainage Plan Requirements for Residential Construction. B. ❑ FOUNDATION PLAN (Minimum '/4" Scale) 1. Show north direction 2. Indicate front street (and side street if corner lot). 3. show the location and dimension to all property lines. 4. Show the location for existing and/or proposed easements 5. Provide the scale for the drawing. 6. Show outline of foundation with section cuts and dimensions; include maximum wall heights and all connections. 7 Provide the location and size of all beams, posts, interior footings and thickened footings within slabs with their dimensions and connections. 8. Provide detail of step down foundation and footings with required reinforcing steel. 9. Show spacing of anchor bolts, location, and type of hold down fasteners to the foundation. lo. Retaining walls. 11. Show the location and size of all crawl space vents and the crawl space access with size and location. 12. Show footing depth below grade and show the clearance between grade and sill plate. 13. Show the floor joist size, spacing, direction, support, connections and blocking. 14. Show all floor insulation. 15. Label any space within the foundation (i.e. basement, garage, storage room, etc.) Note! Arlington is in seismic design category D2 which requires that foundations with stem walls have a minimum#4 rebar at top and minimum#4 rebar at bottom of footing. C. ❑ FLOOR PLAN (Minimum '/4" Scale) 1. Indicate the dimensions of all areas and the use of each room. Include fixed cabinet, counter or island facilities. 2. Show all roof, floor or deck joist size, spacing, direction, support, connections. Blocking, etc. 3. Show the location of exhaust fans, smoke detectors, hot water heater, heating units, plumbing fixtures and any other mechanical equipment. 4. Show the location of the attic and/or crawl space access. 5. Include all exterior decks on your floor plan, with necessary structural details and attachment to the house. 3 ' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Note! The 2009 International Residential Code requires smoke detectors at each level of the home and in all rooms that can be used for sleeping. All smoke alarms shall be listed and installed in accordance with the IRC and provisions of NFPA72. D. ❑ ARCHITECTURAL CROSS SECTIONS & DETAILS (Minimum '/4" Scale) 1. Show a typical roof section with all materials labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections 2. Show a typical foundation and floor section with all material labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections. 3. Show a typical wall section with all materials labeled; indicate size and spacing of all members and insulation values. 4. Show all connection details, including post-beam, post-footing, collar tie, etc. 5. Provide the dimensions for all stairs, with details showing rise, run, headroom and handrails per Section R311 of 2006 International Residential Code. Guards require intermediate rails to be less than 4" apart; handrails are to be 34"to 38"from nose of the tread and to be returned. Show any fire blocking, landing sizes. Specify one-hour fire resistive construction for any usable space under the stairs. 6. Show a section detail for any fireplace, including the hearth and hearth extension. Include dimensions, materials, clearance from combustibles, height above roof, reinforcing, seismic anchorage and foundation details. E. ❑ STRUCTURAL NOTES 1. Specify all design load values, including dead, live snow, wind, lateral retaining wall pressures and soil bearing values. 2. Specify minimum design concrete strength, concrete sack mix and reinforcing bar grade. 3. Specify the grade and species of all framing lumber. 4. Specify the combination symbol (strength) of all GLU-LAM beams. 5. Specify all metal connectors, including joist hangers, clips, post caps, post bases, etc. 6. Provide details showing the complete load path transfer at roof perimeter, interior shear walls, cantilevered floors, off-set shear walls and ceiling diaphragm to shear walls (if used). 7. Provide a shear wall schedule noting nail spacing, blocking, bolts, top and bottom plat nailing. 8. Locate all hold down straps on the drawings. F. ❑ STRUCTURAL CALCULATIONS 1. Provide two (2) sets of structural calculations if prepared by an engineer or architect registered with the State of Washington. (Not required if using Prescriptive Design Approach from the IRC/IBC.) G. ❑ ELEVATIONS 1. Show elevations views of each side of the structure; provide finished floor level for each floor. 2. Show existing and proposed grades. 3. Show the maximum building height. 4. Show the maximum site slope. 5. Show all roof overhangs and any chimney clearances from the roof. 4 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 6. Indicate the pitch of the roof. H. ❑ DOORS &WINDOWS 1. Show size and type of all doors. 2. Show the door size, type and closure device for doors between the garage and dwelling. 3. Show all window sizes and openable areas. 4. Show all sleeping room egress window locations, sill heights, methods of opening, dimension of openable area and clear open space. 5. Show size and type of all skylights. I. ❑ WASHINGTON STATE ENERGY CODE 1. Provide one (1) copy of the WSEC &VIAQ Residential Prescriptive Compliance Form. 2. Show the insulation R values on the floor plan drawings and glazing class of all windows and skylights. 5 CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 PHONE:(360)403-3551 BUILDING PERMIT - - Address.17303 84TH AVE NE,ARLINGTON Permit#:BLD20120144 Parcel#:01089200001100 Valuation:$307,000.00 --- APPLICANT CONTRACIOR CORNERSTONE HOMES NW,LLC CORNERSTONE HOMES NW,LLC CORNERSTONE HOMES NW,LLC MICHAEL IMPOLA JP LAMPINEN JP LAMPINEN PO BOX 14424 PO BOX 14424 PO BOX 14424 MILL CREEK,WA 98082 MILL CREEK,WA 98082 MILL CREEK,WA 98082 mi@cornerstonehomes.us mi@cornerstonehomes us Lie#:CORNEHN9470A Exp:9/1/2012 PLUINBINGCONTRACTOR ACTOR ADVANCED PLUMBING INNOVATIVE COMFORT SYSTEM WARREN&DUGGAN PLLC TIMOTHY CARTER 9630 145TH ST SE 17405 SNOHOMISH AVE SNOHOMISH,WA 98296 SNOHOMISH,WA 98296 Lie#:ADVANPL917LS Exp:6/10/2013 Lie#:INNOVCS895PM Exp: 10/14/2013 SIN( EFAMILYRESIDENCE- 2717 SQ.FT., 1ST-1208 SQ.FT., 2ND-1509SQ.FT.GAR 627 SQ.FT. PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 2 CONST TYPE: V-B DWELLINGUNITS: l OCC GROUP: R-3 CODE: 2009 IRC OCC LOAD: N/A MAW ' PFRNirT APPRON'A I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIF ATE OF OCCUPANCY HAS BEEN GRANTED.IBC110/IRC110. SAL X NO E Sa Cs tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return for an coded Cit of AF i gton#31017 0; b6-7' 4v ,7 112 Signat re Print Name bate Released By Date ARCHIVE APPLICANT ASSESSOR OTHER BLD20120144 CONDTIMONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. • FYI: • Per E.A. • Replace the brass fitting on the tail peace. • Protect the existing meter box PERMIT FM Date Description 1091116- Fee Amount Paid � BAIs_wce Due 6/20/2012 Plumbing Permit Fee $241.00 $0.00 $241.00 6/20/2012 Mechanical Permit Fee $110.00 $0.00 $110.00 6/20/2012 Building Permit Fee(QTY.-1) $2,758.86 $0.00 $2,758.86 6/20/2012 Building Plan Check Fee(QTY-.1) $1,793.26 $0.00 $1,793.26 6/20/2012 State Building Code Surcharge(QTY.1) $4.50 $0.00 $4.50 Total Due: $4,907.62 $0.00 $4,907.62 CALL FOR INSPECTIONS BU LDING9INGROEMG/PARKS/LTTHHUN/FTNAL(360)435-0674 FTRE(360)403-3607 When calling for an inspection please leaw the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. • C-Footings • GFoundation Wall • C-Foundation Drainage • GPlumb Cround Work • C-Plumb Rough In • C-Gas Test/Pipe • C-Equipment-Mechanical • C-Shear Nailing-Rterior • C-Framing • C-Insulation/Caulk • C-SheetrockNail • C-Building Final • C-Roof Drains BLD20120144 (PT-LIVE) - per-nitTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT#: BLD20120144 OWNER: CORNERSTONE HOMES NW, LLC- I... STATUS:APPLIED ADDRESS: 17303 84TH AVE NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 6/13/2012 SCREENS: Select Screen - - f FUNCTIONS:I Select Permit Function... SINGLE FAMILY RESIDENCE NEW REVIEWS 141- ) l PRINT ADD NEW SUMMARY REVIE... DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?�DO... ASSIGN REMOVE 2000 C-Building 1 6/21/2012 0 Y N Assign Remove 2008 C-Community Development 1 6/21/2012 0 Y N Assign Remove https:Hcoapermits.arlington.local/PermitTrax/Module Permits/Permits_Permit/Permit Rev... 6/14/2012 M ��1. ' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3418 THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) ACCURATE, FULLY DIMENSIONED PLOT PLANS AND ONE(1) CROSS CONNECTION CONTROL SURVEY(if adding plumbing). TYPE OF PERMIT: (ED Residential Addition (0) Residential Alteration Also Including: ED Plumbing (a Mechanical Project Address 17303 84th AVE NE Parcel ID#: 01089200001100 - Lot#: 11 Subdivision: Eagle Heights Project Description: New Single Family Residence Valuation: Owner: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address Po Box 14424 City: Mill Creek State: WA Zip Code: 98082 Contact Person:JP Lampinen Phone Number: 425-338-5888 Cell Phone: 425-923-0926 Fax: E-mail: jp@cornerstonehomes.us Address: PO BOX 14424 City Mill Creek State: WA Zip Code: 98082 Building Area(Sq Ft): 1st Floor: 1208 2nd Floor: 1509 3rd floor: Deck: Garage/Carport: 627 Basement: Project Valuation: Contractor: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address: Po Box 14424 City: State: Zip Code:Mill Creek WA 98082 Contractor's License Number: CORNEHN9470 Expiration: 9/1/2012 Plumbing Contractor,Advanced Plumbing Phone Number: 425-348-5100 Address: 9630 145th Street Southeast City: Snohomish State: WA Zip Code: 98296 Contractor's License Number: ADVANPL917LS Expiration: 6/10/2013 Mechanical Contractor: Innovative Comfort Services Phone Number: 425-268-0863 Address: 17405 Snohomish Ave City: Snohomish State: WA Zip Code: 98296 Contrac r' License Number: INNOVCS895PM Expiration: 10/14/2013 hdribed ertify that t above i formation is correct and that the construction n, and a occupancy and the use of the above- desprops e' cordance with the laws, rules and regulation the tote of a hing � /v^ I/3 plicants Signature Date JP Lampinen Print Applicants Name FOR STAFF USE ONLY Ili zo20 I q 4 6-- Permit# Accepted By Amount Received Receipt# Date Received RESIDENTIAL PERMIT SUBMITTAL lea , Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 Number of Plumbing Fixtures (Including Rough Ins Plumbing Fixtures Accessory Main Unit#X Total Fixture Total Number Fixtures Dwelling Unit Residence Multiplier Units Bar Sink 0 X 1.0 = 0 Bathtub or Combination Bath/Shower 2 X 4.0 = 8 Clotheswasher 1 X 4.0 = 4 Dishwasher 1 X 1.5 = 1.5 Hose Bibb 2 X 2.5 = 5 Kitchen Sink 1 X 1.5 = 1.5 Laundry Sink 1 X 1.5 = 1 Lavatory(Bathroom Sink) 4 X 1.0 = 4 Shower(Stand Alone)Each Head 2 X 2.0 = 4 Water Closet(Toilet) 3 X 2.5 = 7.5 Whirlpool Bath or Combination Q X 4.0 = Q Bath/Shower Water Heater 1 Other Total Fixture 36.5 Units Traps other than above items Column Totals 18 Estimated Project Valuation Building Square Footage 2717 15r Floor 1208 2nd Floor 1509 3rd Floor Basement Deck Garage 627 Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: 135 feet. Jce nce in elevation between meter and highest fixture: 16 feet above meter or feet below meter re in streetlain: psi. (Measure with gauge or check with Water Department) I her that the ove information is correct and that the construction n, an the occupancy and the use of the above- descrty will b in accordance with the laws, rules and regulation of the tale of ashington. Applic s Signature Date 8 RESIDENTIAL PERMIT ,x SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 The building permit does rlt include any mechanical, electrical or plumbing work. These permits are issued separately. These permits require a separate permit application. To ensure that you have the most current information, please contact the City of Arlington Permit Center at (360) 403 3551 or by email to Fee Mit ('>1ItOf Applications delivered by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge tall items de gn ted as submittal requirements must accompany my Building Permit Application to considered a orn lete submittal. Signature: Date: ner/Owner' epresentative Company: COI" erston Omes NW LLC Phone: 425-338-5888 6 RESIDENTIAL MECHANICAL PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) SETS OF SPECIFICATION SHEETS AND TWO(2) SETS OF WASHINGTON STATE ENERGY CODE(if applicable). Project Valuation: Project Address: 17303 84th AVE NE Parcel ID#: 0108920001100 Lot#: 11 Subdivision. Eagle Heights Project Description: New SFR Owner: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Contact Person:JP Lampinen Phone Number: 425-388-5888 Cell Phone: 425-923-0926 Fax: E-mail: jp@cornerstonehomes.us Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Please List quantity of fixtures below: FURNACE UP TO 100K BTU CLOTHES DRYER 4 GAS OUTLETS FURNACE OVER 100K FLOOR FURNACE SUSPENDED HTR/UNIT HTR BOILER UP TO 3 HP APPLIANCE REPAIR SOLID-FUEL APPLIANCE BOILER UP TO 4-15 HP AIR HANDLING UP TO 10K CFM FIREPLACE INSERT BOILER UP TO 16-30 HP AIR HANDLING OVER 10K CFM VENTILATION SYSTEM HEAT PUMP VENTILATION FANS OTHER VENT HOOD DOMESTIC INCINERATOR ALL OTHER UNITS FREESTANDING STOVE Contractor: Innovative Comfort Systems Phone Number: 425-268-0863 Address: 17405 Snohomish Ave City: State:Snohomish WA Zip Code: 98296 Contractors License Number: INNOVCS895PM Expiration: 10/14/2013 I her by certify that th a ove information is correct and that the construction on, and the occupancy and the use of the above- desc ibe property will n acco rince with the laws, rules and regulation of the tote of ashington. pl cants Signature Date JP Lampin i Print Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received 2010 CJY RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 CROSS CONNECTION SURVEY FORM Forward to Utilities Division for Review Type of Residence: ❑✓ Single-Family ❑ Duplex ❑ Other The Rules and Regulations of the State of Washington Department of Health require that certain premises install backflow prevention assemblies (WAC 246.290.490). Backflow prevention assemblies shall be installed at any premise where, in the judgment of the City of Arlington Cross Control Specialist, the nature of activities on the premises may pose a hazard to the public water system. Type of Permit: (ED New Residential ® Addition/Alteration Project Description:New Single Family Residence Project Address: 17303 84th AVE NE Parcel ID#: 01089200001100 Owner: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address: Po Box 14424 City: Mill Creek state: WA Zip Code: 98082 Contact Person.JP Lampinen 425-338-5888 Phone Number: Cell Phone: 425-923-0926 Fax: E-mail: jp@cornerstonehomes.us Address: PO BOX 14424 City: Sta Zip Code: Mill Creek WA 98082 te: Appliances permanently connected to water service may require Cross-Connection-Control (check all that apply) ❑ Fire Sprinkler System ❑ Medical Equipment ❑ Lawn Sprinkler System ❑ Livestock Drinking Tanks ❑ Decorative Pori /Fountain ❑ Private Well ❑ Hot Tub ❑ Re-circulating Heating System ❑ Swimmin�Po I ❑ Other _� 1 Authorized Signature: Date: For Office Use Only Date Received: Survey Received By: Assembly Required: E] DCVA ❑ RPBA ❑ AVB ❑ Other Inspection Required YES ❑ NO ❑ Z ji32U � -L00G0• RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Please use this checklist to ensure that all necessary information is provided for review of your project. One (1) completed Single Family Residential Building Permits Application _ ✓/ Two (2) accurate fully dimensioned plot plans ✓v/ Two (2) sets of construction drawings Two (2) sets of engineered drawings and calculations (If required) Health Department approval of septic system Verification of Water and Sewer Availability from City of Marysville (if applicable) APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. 1 04- 1! RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Please use this checklist to ensure that all necessary information is provided for review of your project. Fv(]_ One (1) completed Single Family Residential Building Permits Application V Two (2) accurate fully dimensioned plot plans Two (2) sets of construction drawings _] Two (2) sets of engineered drawings and calculations (If required) Health Department approval of septic system Verification of Water and Sewer Availability from City of Marysville (if applicable) APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. 1 i I Contractors or Tradespeople Printer Friendly Page Page 1 of 2 General/Specialty Contractor A business registered as a construction contractor with Lftl to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name CORNERSTONE HOMES NW LLC UBI No. 602584939 Phone 4253389777 Status Active Address Po Box 14424 License No. CORNEHN9470A Suite/Apt. License Type Construction Contractor City Mill Creek Effective Date. 9/1/2006 State WA Expiration Date 9/1/2012 Zip 98082 Suspend Date County Snohomish Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses Specialty Specialty Effective Expiration License Name Type 1 2 Date Date Status KEYSTLL9430H KEYSTONE LAND Construction General Unused 9/8/2006 9/8/2012 Active LLC Contractor IMPOLH1023CA IMPOLA HOMES Construction General Unused 2/1/1998 7/30/2000 Archived INC Contractor BIGSKE"055CA [BIG SKY Construction General Unused 2/1/1995 2/1/1998 Archived [ENTERPRISES Contractor CORNEH"009N9 CORNERSTONE Construction General Unused 8/29/2000 9/3/2006 Re HOMES Contractor Licensed Business Owner Information Name Role Effective Date Expiration Date IMPOLA,MICHAEL D Partner/Member 09/01/2006 Bond Information Bond Bond Company Name Bond Account Numbed Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 DEVELOPERS SURETY 447589C i08/29/2006 Until Cancelled It INDEM CO $12,000.0009/01/2006 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 5 New Hampshire 01LX0044146444 03/01/2012 03/01/2013 Insurance Co $1,000,000.00 D2/29/2012 NEW 4 HAMPSHIRE 01LX0044146442 03/01/2011 03/01/2012 INSURANCE $1,000,000.00 02/01/2011 COMPAN NEW 3 HAMPSHIRE INS 01LX0044146440 I03/01/2008 03/01/2011 $1,000,000.00 lD2/02/2010 CO WESTERN 2 PACIFIC WPGL460002300703/01/2007 03/01/2008 $1,000,000.0001/23/2007 MUTUAL INS CO WESTERN 1 PACIFIC WPGL4600023006 03/01/2006 03/01/2007 $1,000,000.00 09/01/2006 MUTUAL INS CO https://fortress.wa.gov/lni/bbip/Print.aspx 6/13/2012 i it I f Contractors or Tradespeople Printer Friendly Page Page 2 of 2 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 6/13/2012 � M I Contractors or Tradespeople Printer Friendly Page Page 1 of 1 General/Specialty Contractor A business registered as a construction contractor with Lftl to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ADVANCED PLUMBING LLC UBI No. 602210055 Phone 4253485100 Status Active Address 9630 145Th St Se License No. ADVANPL917LS Suite/Apt. License Type Construction Contractor City Snohomish Effective Date 6/10/2009 State WA Expiration Date 6/10/2013 Zip 98296 Suspend Date County Snohomish Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty Specialty 2 Effective Expiration Status ADVANCED Construction Boiler/Steam ADVANPH033MC PLUMBING Ft PlumbingPlumbing Fit/Prot Piping 7/3/1997 9/25/1998 Archived HEATING _ ADVANPL981MQ ADVANCED Construction PLUMBING LLC Contractor plumbing Other(Specify) 7/18/2002 7/18/2006 Expired ADVANCED Construction ADVANPH022PS PLUMBING ft Contractor Plumbing Unused 10/10/1998 11/16/2010 Expired HTG INC Business Owner Information Name Role _ _Effective Date Expiration_Date WARREN Ft DUGGAN PLLC Agent 06/10/2009 GILL,THOMAS H Partner/Member 06/10/2009 Bond Information Bond�Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date(Impaired Date Bond Amount Received Date 1 �RLI INS CO 1sm0095363 106/05/2009 jUntil Cancelled 1 1 $12,000.00106/10/2009 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Pumber Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date olicy N Farmers I 2 604744115 06/09/2011 06/09/2013 Exchanggee I$1,000,000.00I05/31/2012 1 FARMERS IN EXCHANGE S 604744115 06/09/2009 06/09/2011 1$1,000,000.0005/18/2010 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information Infraction/Citation Date RCW Code Type Status Violation Amount PFRES00342 4/19/2010 18.106.020 PLUMBER INFRACTION Satisfied $1,000.00 PRARI00384 1/11/2011 18.106.020 PLUMBER INFRACTION 'Satisfied $1,000.00 https://fortress.wa.gov/lni/bbip/Print.aspx 6/13/2012 - �� I I t Contractors or Tradespeople Printer Friendly Page Page 1 of 1 General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name INNOVATIVE COMFORT SYSTEMS INC UBI No. 603139865 Phone 4257720626 Status Active Address 17405 Snohomish Ave License No. INNOVCS895PM Suite/Apt. License Type Construction Contractor City Snohomish Effective Date 10/14/2011 State WA Expiration Date 10/14/2013 Zip 98296 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty Specialty Effective Expiration Status 1 2 Date Date INNOVCS901PH'INNOVATIVE Construction General Unused 10/8/2010 10/8/2012 Re- COMFORT SYSTEMS Contractor Licensed Business Owner Information Name Role Effective Date Expiration Date CARTER, KRYSTLE jAgent 10/14/2011 CARTER,TIMOTHY JASON President '10/14/2011 CARTER, KRYSTLE Secretary '10/14/2011 CARTER, KRYSTLE 'Treasurer 10/14/2011 CARTER, KRYSTLE Vice President 10/14/2011 Bond Information Bond Bond Company NamelBond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 Developers Surety li 276403C 09/01/2011 Until Cancelled $12,000.0010/14/2011 Indem Co Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cance!Date Impaired Datel Amount lRecelved Date American 1 States 01C141596820 10/08/2011 10/08/2012 $1,000,000.0010/14/2011 Insurance Co Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 6/13/2012 I 1 }• II I ZON2012006Q (PT-LIVE) - P^xtnitTrax by Bitco Software Page 1 of 1 .l DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20120060 s � OWNER: CORNERSTONE HOMES NW, LLC- I... STATUS:APPLIED ADDRESS: 17303 84TH AVE NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 6/13/2012 SCREENS:j Select Screen... FUNCTIONS:j Select Permit Function... U PREAPP-BLD REVIEWS PRINT ADD NEW SUMMARY REVIE.. DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 1002 P-Engineering I MHAYES 6/18/2012 0 Y N Assign Remove 1004 P-Engineering II LPETER... 6/18/2012 0 Y N Assign Remove 1014 P-Public Works I LTAYLOR 6/18/2012 0 Y N Assign Remove 1020 P-Sewer FRAPEL... 6/18/2012. 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA... 6/18/2012 0 Y N Assign Remove 1028 P-Water EANDE... 6/18/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 6/18/2012 0 Y N Assign Remove 2008 C-Community Development I BFECHT 6/18/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 6/18/2012 0 Y N Assign Remove 2014 C-Planning I THALL 6/18/2012 0 Y N Assign Remove https:Hcoapermits.arlington.local/PermitTrax/Module Permits/Permits--Permit/Permit-Rev... 6/13/2012 w. r� � . ._. NASH&ASSOCIATES A R C H ITE C'I'S PLAN 2717 BEAM, LATERAL & SEISMIC CALCULATIONS A, N f AS'l ROECEIVED JUN 13 2012 COA PERMIT CENTER 2009 IBC ,6LDZo 12-0 1 q q JANUARY 1, 2012 11644 N.E. 80th SL Kirkland. WA 90033 (425) 828-4117 Fax (425) 82 WWW-NASH-ARCHITECTS.CON 1 I j CLIENT 11 NASH+ASSOCIATES BEAM DESIGN DATA PROJECT- DATE: DATE: NAME: Roof Loads: LL 25#/sf DL 15 N/sf Total 40#/sf Unless Noted Otherwise Floor Loads: LL 40#/sf DL 10 A/5f Total 50 N/at Deck Loads: LL 80#/sf DL 101E/sf Total 70 q/sf Sail: 1500 PSF Min. Concrete: Per IBC 09 Masonry: Per IBC 09 Steel: Per IBC 09 Wood: Per IBC 09 Nailing: Per IBC 09 4" Beam. Douglas Fir #2 fv - lea fb - 900 PSI E = 1.600.000 8" Beam: Douglas Fir #2 fv = 180 fb - 900 PSI E - 1,800,000 Joists & Hem Fir #2 Rafters: fv = 75 fb = B50 PSI E y 1.300,000 Glu—Lam Beams: f v W 185 PSI fb - 2,400 PSI (reduced by size factor, CF*KI) E = 1,600,000 i I i 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH—ARCHITECTS.COM i PLAN BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN BEDROOM TWO RB-1 Date:5/29112 Selection 4x 10 DF-L#2 Lu=0.0 Ft Condffions NDS 2005 Mln Bearing Area R1=3.2 in2 R2=7.0 in (1 Z)DL Defl= 0.02 in Data Beam Span 5.0 ft Reaction 1 LL 1198# Reaction 2 LL 2518# Beam Wt per ft 7.87# Reaction 1 TL 1971 # Reaction 2 TL 4379# Bm Wt Included 39# Maximum V 4379# Max Moment 2908 W Max V(Reduced) 2806# TL Max Defl L 1240 TL Actual Defl L 1>1000 LL Max Defl L 1360 LL Actual Defl L/>1000 Attributes Section in' Shear In2 TL Defl in LL Defl Actual 49.91 32.38 0.05 0.02 Critical 32.31 23.39 0.25 0.17 Status OK OK OK OK Ratio 65% 72% 19% 14% Fb(psi) Fv psi E(psi x mil Fcl(psi) Values Reference Values 900 180 1.6 625 Ad usted Values 1080 180 1.6 625 Adcrstments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Uniform LL:413 Uniform TL: 660 =A Point LL Point TL Distance 1650 B=3010 4.5 Uniform Load A Pt loads: L- B 0 R1 =1971 R2=4379 SPAN=5 FT Uniform and partial uniform loads are Ibs per lineal ft. I PLAN BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAP MASTER BEDROOM RB-2 Date:5/29112 Selection 3-1/Bx 9 GLB 24F-V4 DF/DF Lu=0.0 Ft ! Conditions NDS 2005 Min Bearing Area R1 W 6.9 in2 R2=3.8 In (1.5)DL Defl= 0.061n Recom Camber--0.09 In, Date Beam Span 6.0 ft Reaction 1 LL 2614# Reaction 2 LL 1514# Beam Wt per ft 6.83# Reaction 1 TL 4509# Reaction 2 TL 2502# Bm Wt Included 41 # Maximum V 4509# Max Moment 4696 W Max V(Reduced) 4009# TL Max Defl L/240 TL Actual Defl L/632 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear inz) TL Defl(in) LL Defl Actual 42.19 28.13 0.11 0.06 Critical 23.48 25.05 0.30 0.20 Status OK OK OK OK Ratio 56% 89% 38% 28% Fb(psi) F'v(psi) E(psi x mil Fc 1(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adiustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repebtive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Uniform LL:413 Uniform TL: 660 =A Point LL Point TL Distance 1650 B=3010 1.0 i I Uniform Load A Pt loads: EBJ 1 R1 4 09 R 502 i SPAN=6FT fI Uniform and partial uniform loads are lbs per lineal ft. i i I i PLAN BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 _ PLAN BEDROOM FOUR R13-3 Date:5/29112 election 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=3.2 In' R2=3.2 In (1.5) DL Defl= 0.03 in Pate Beam Span 6.0 ft Reactlon 1 LL 1239# Reaction 2 LL 1239# Beam Wt per ft 7.87# Reaction 1 TL 2004# Reaction 2 TL 2004# Bm Wt Included 47# Maximum V 2004# Max Moment 3005'# Max V(Reduced) 1489# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/n 1000 Attributes Section W Shear in2 TL Defl in LL Defl Actual 49.91 32.38 0.06 0.03 Critical 33.39 12.41 0.30 0.20 Status OK OK OK OK Ratio 67% 38% 21% 16% i Fb(psi) Fv(psi) E(psi x mil Fc1(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adlustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress NIA Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:413 Uniform TL: 660 =A i Uniform Load A R1 =2004 R2=2004 SPAN=6 FT Uniform and partial uniform loads are Ibs per lineal ft. 1 PLAN BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN KITCHEN B-1 _ Date:5129/12 SgIi ec on 471 t1 D F-L#2 Lu =0.0 Ft Conditions NDS 2005 Min Bearing Area R1=4.6 ln' R2=4.6 In' (1.5)DL Defl= 0.02 in PWA Beam Span 5.0 ft Reaction 1 LL 1833# Reaction 2 LL 1833# Beam Wt per ft 7.87# Reaction 1 TL 2870# Reaction 2 TL 2870# Bm Wt Included 39# Maximum V 2870# Max Moment 3587 W Max V(Reduced) 1985# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Etttrlbutes Section in' Shear In' TL Defl In LL Defl _ Actual 49.91 32.38 0.05 0.03 Critical 39.86 16.54 0.25 0.17 Status OK OK OK OK Ratio 80% 51% 21% 17% Fb(psi) Fv(psi) E(psi x mil Fr-I (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adjustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 f Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 f Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft I Loads Uniform LL:733 Uniform TL: 1140 =A i Uniform Load A 0 R1 =2870 R2=2870 SPAN=6FT Uniform and partial uniform loads are Ibs per lineal ft. i PLAN BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN, DINING ROOM B-2 Date:5/29/12 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=6.0 in2 R2=6.0 In (1.5)DL Defl=* 0.06 In Recom Camber=0,09 in Data Beam Span 6.0 ft Reaction 1 LL 2499# Reaction 2 LL 2499# Beam Wt per ft 6.83# Reaction 1 TL 3921 # Reaction 2 TL 3921 # 1 Bm Wt Included 41 # Maximum V 3921 # Max Moment 5881 W Max V(Reduced) 2940# TL Max Defl L/240 TL Actual Defl L/547 I LL Max Defl L/360 LL Actual Defl L I>1000 Attribute Section in' Shear In2 TL Defl in LL Defl Actual 42,19 28.13 0.13 0.07 Critical 29.40 18.38 0.30 0.20 Status OK OK OK Ok Ratio 70% 66% 44% 35% Fb(psi) Fv(psi) E(psi x mil Fc1(psi) Wye yes Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1,00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:833 Uniform TL: 1300 =A I Uniform Load A 0 R1 =3921 R2=3921 SPAN=6 FT Uniform and partial uniform toads are Ibs per lineal ft. I 4 ! PLAN BeamChek v2011 licensed to.Michael Johnson Reg#7992-66428 PLAN GREAT ROOM B-3 Date:5129/12 I Selection 3.118x 9 GLB 24F»V4 DFIDF Lu=0.0 Ft f Conditions NDS 2005 Min Bearing Area R1=4.2 in2 R2=5.6 in2 (1.5)DL Defl= 0.04 in Recom Camber--0.05 in Data Beam Span 5.0 ft Reaction 1 LL. 1815# Reaction 2 LL 2331 # i Beam Wt per ft 6.83 # Reaction 1 TL 2731 # Reaction 2 TL 3656# Bm Wt Included 34# Maximum V 3656# i Max Moment 5555'# Max V(Reduced) 2795# TL Max Defl L/240 TL Actual Defl L/769 i LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear in2) TL Defl in LL Defl Actual 42.19 28.13 0.08 0.04 Critical 27.78 17.47 0.25. 0.17 E Status OK OK OK OK Ratio 66% 62% 31% 26% Fb psi Fv(psi) E(psi x mll Fcl(psi) i Vahfes Reference Values 2400 240 1.8 650 Ad lusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetltive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 _1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft II Loads Point LL Point TL Distance Per Unif LL Par Unif TL Start End • 1514 B=2502 2.5 320 H=400 0 2.5 733 1= 1140 2.5 5.0 i. 1 I T � I H i Pt loads: a R1 =2731 R2=3656 SPAN=5 FT Uniform and.partial uniform loads are lbs per lineal ft. i I I I �I 1 j PLAN . ._ BeamChek v2011 licensed to:Michael Johnson' Reg#7992-66428 PLAN GREAT ROOM B4 Date:5129/12 Selection 3-118x 9 GLB 24F-V4 DFIDF Lu=0.0 Ft Conditions NDS 2006 Min Bearing Area R1=5.4 in' R2=5.2 In' (1.5)DL Defl= 0.04,In Recom Camber--0.06 In Data Beam Span 6.0 ft Reaction 1 LL 22164 Reaction 2 LL 2130# Beam Wt per ft 6.83# Reaction 1 TL 3533# Reaction 2 TL 3390# Bm Wt Included 34# Maximum V 3533# Max Moment 5012'# Max V(Reduced) 3228# TL Max Defl L/240 TL Actual Defl L/743 LL Max Defl L 1360 LL Actual Defl L/>1000 AttClkute Section in-) Shear in^ TL Defl in LL Defl i Actual 42.19 28.13 0.08 0.04 i Critical 25.06 20.17 0.25 0.17 Status OK OK OK OK Ratio 59% 72% 32% 25% Fb(psi) Fv(psi) E(psi x m1l Fcl psi Values Reference Values 2400 240 118 650 Ad lusted Values 2400 240 1.8 650 Adlustmenfs Cv Volume 1.000 Cd Duration 1,00 1.00 Cr Rppetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft I i - i Load Point LL Point TL _ Distance Par Unlf LL Par Unif TL Start End .1300 B=2299 1.5 320 H=400 0 1.5 733 1= 1140 1.5 5.0 i I I I H Pt loads; B 0 R1 =3533 R2=3390 SPAN=5 FT iUniform and partial uniform loads are Ibs per lineal ft. I V PLAN 2717 BeamChek v2011 licensed to,Michael Johnson Reg#7992-65428 GARAGE C B- Date:5130/12 Selection 5-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft corldilions NDS 2005 Min Bearing Area R1=4.9 in2 R2=4.9 in2 (1.5)DL Defl= 0.22 in Recom Camber=0.33 in Beam Span 8.3 ft Beam Wt per ft 11.21 # Reaction 1 TL 3159# Reaction 2 TL 3159# Bm Wt Included 93# Maximum V 3159# Max Moment 6555'# Max V(Reduced) 2588# TL Max Defl L/240 TL Actual Defl L/459 A t t6bto Section in' Shear in2 TL Defl in Actual 69.19 46.13 0.22 Critical 32.77 16.18 0.42 Status OK OK OK Ratio 47% 35% 52% Fb(psi) Tv(psi) E psi x mil Fc I psi Ua ues Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 AAdiustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress _ N/A _ Cm Wet Use 1.00 1.00 1.00 1.00 Ci Stability 1.0000 Rb 0.00 Le—0.00 Ft Loads Uniform TL: 750 =A I i Uniform Load A R1 =3159 R2=3159 SPAN=8.3 FT Uniform and partial uniform loads are Ibs per lineal ft. 1 i ! CLIENT: '- NASH+ASSOQATES LATERAL DESIGN DATA PROJECT: ARCHITECTS PER IBC 09 DATE: NAME: WIND per Sec, 1609 EARTHQUAKE per Sec. 1613 Design pail ASCE 7-05 Design per ASCE 7-05 CHAPTER 6 WIND LOADS CHAPTER 12 Equivalent Lateral Force Procedure Design Wind Pressure: ps = (X)(Iw)(p=) Base Shear. V -1.2 Sr S(W) where A, = Exposure Factor where: Cs - Seismic Response Coefficient Iw = Importance Factor W - Efficient Seismic Weight. pm = Base Design Pressure (Ss)(S0 / R = (Ca) SITE/PROJECT SPECIFIC VALUES: SITE/PROJECT SPECIFIC VALUES: Basic Mind Speed = 85 mph (V )38 Ss = 1.5 per USGS SI - 0.90 per USES Site Class D2 (Default) k = 1.00 Exposure "B" (QO') Seismic Design Category D Iw - I.00 R = 6,5 from Section 12 Psm- FROM CHAPTER 6 1 q 1.00 Cs 0.150 per Section 12 STANDARD DESIGN INFORMATION The information described below is to be used unless otherwise noted on the plans. WOOD DESIGN per Sections 2301 do 2301.2.1 Allowable Strength Design when applicable: per 2308 Conventional Light-Frame Construction 2008 SDPW (SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC) MINIMUM NAILING REQUIREMENTS per Table 2304.9.1 ANCHOR BOLTS: 5/8" Dla. X 10", A307 or better, w/ 7" min. Embedment. V 1104 N/bolt CONCRETE DESIGN per Chapter 19 & ACI 318-02 concrete f'c w 2500 psi rebar fy a 40,000 psi MISCEU ANEOUS HARDWARE SIMPSON Strong-tie Connectors or equal 11044 N.E. 60th St. Kirkland, WA 98033 (425) 828-4117 Fax (426) 822-1918 WWW.NASH-ARCHITECTS.COM LL Gl.. I I I I � I I i � I i I 1 I I lo i I \ I I I I I I / I ( I I I I I I I 1 1 I Hm 11 HII I I I j I I 1 I I I 1 , I 1 1 \ I I I I 1 I I I 1 I E I I . I II i i I y �1 I h e/ N � G I � ZY � � O to M N �v 1 M N � � V V 11�1w 1 N 'aC 1 I i I y I CUIENT. 11 NASH«ASSOCIA.TES LATERAL CALCULATIONS PROJECT A N C i i IT F?c;T s WIND WORKSHEET DATE: PER IBC 09 NAMES 83 M.P.H. P - 16.9 PSF FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION LOCATION TOTAL SHEAR FORCE (�) SHEAR UNIT SHEAR W x H x (see chart for wind Ares$ure WALL SHEAR MALL 0 apeclfied height) LENGTH (It) (N/ft) TYPE 33 ' !Zo 611 /Xfbkl +�� Z 13LIP 114 krliq Z20 3 a /7, S 11w1v 7Jklo k l r+q ) k 3 K 7 r 2/kra�<5�C4 j� Z2a3 _ 5"4 z z- ' ZOr pJ_ Gt � rl b V(o Jr t St Cf �r 11844 N.E. 80th $L Kirkland, WA 08033 (425) 898-4117 Fax (425) 85E-1918 1177 WWW.NASH-ARCHITECTS.COM i CUENr. 71, 7 NASH+.ASSOCIATES PROJECT' SEISMIC . ANALYSIS A,R C 1.1 1 T E C T S PER IBC 09 DATE: NAME: i Weight of Building: Roof Assembly. Asphalt Shingles - 2.00#/ft Cedar Shakes - 2.25 /ft Tile - 9.50#/ft Felt - 0.15 #/ft Felt - 0.15 #/ft Felt - 0.15 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft Trusses ® 24" o.c. - 1.75 #/ft Trusses ® 24" o.c. - 1.75 #/ft Trusses 0 24" o.c. - 1.75 #/ft R-35 Insulation - 2.35 #/ft R-30 Insulation - 2.25#/ft R-30 Insulation - 2.25#/ft 1/2" GWB Ceiling - 2_00#/ft 1/2" GWB Ceiling 2.00#/ft 1/2" GWB Ceiling - 2i00#/ft Total 9.75#/ft Total 9.90#/ft Total 17.90#/ft Use 10.00#/ft Use 10.00#/ft Use le.00#/ft tat & 2nd Floor Assembly: Carpet / Pad - 0.50#/ft Hardwood - 2.50#/ft 3/4 T&G Plywood - 2.50#/ft 3/4" T&G Plywood - 2.50#/ft 2x10 0 10" o.c. 2.30#/ft 2x10 0 16" o.c. - 2.30#/ft 1/2" GWB Calling - 302#/ft 1/2" GWB Ceiling - 2.00#/ft Total 7.30#/ft Total 9.30#/ft Use 10.00#/ft Use 10.00#/ft Interior Nall Asaembly: Exterior Nall Assembly. 1/2" GWB - 2.00#/ft 3/4" Wood Siding - 2.30#/ft 2X4 ® 16" o.c. - 1.10 #/ft 1/2" Plywood - 1.50 #/ft 1/2" GWB - 2.00#/ft 2x6 0 16" o.c. _ 1.37 #/ft Total 5.10 #/ft R-21 Insulation - 2.10 #/ft Use 8.00#/ft I/2" GWB - 2.00.#/ft Total 9.27#/ft Use 10.00#/ft 4" Brick Veneer - t 3.20#/ft I I 11644 N.E. 80th St. Kirkland. WA- 98083 (425) 828-4117 Fax (425) 822-1918 NNlf.NASH-ARCHITECTS.COM. i 1 i J CUE".. NASH&ASSOCIATES SEISMIC ANALYSIS PROJECT: , ARC 1111 C C T s PER 113C 09 DATE: NAME: 2 SEISMIC: v - (C.) (A►dl) (Plywood) 2nd Level: I Root: (Asphalt / Cedar Shake) 10#/ft X b�sf - /� 206 or (Tile) 18#/ft X of = Exterior Walls: L x 10#/0 x 1/2 (h) II/2 -Vf0 A-(4 (E2) Interior Walls: L x 8#/sf x 1/2 (h) l k-L4 TOTAL 1st Level: Root: (1st Floor Roof) 10#/ft X 37C sf 3 2 U C] 2nd Floor. 10#/ft X --a st = Exterior Walls: (E2) + L x 10#/sf x 1/2 (h) I yhOO G 0e 0- A0 k(D j y1 f_ rJ (E1) Interior Walls: (12) + L x 8#/sf x 1/2 (h) ZQ 5'7 b d T X�ilrr"` (I1) TOTAL qj cf/ 0 Basement: lot Floor: 10#/ft X of = Exterior Walls: (El) + L x 10#/sf x 1/2 (h) Interior halls: (I1) + L x 8#/sf x 1/2 (h) TOTAL 11844 N.E. 80th St. Kirkland, WA .98033 (495) 828"4117 Fax (425) 822-1910' WWN NASH-ARCHITECTS.0011 1 CWSIM.. NASH•ASSOCIAM SEISMIC ANALYSIS PROJECT: ARCHITECTS PER IBC 09 DATE: NAME: 3 BASE, SHEAR: V = (C. ) (Wdl) Plywood LEVEL 2: Wdl 2g, U # x 0.166 = fj_7 y LEVEL 1: Wdl y x 0.186 = OW7 TOTAL Wdl # x 0.166 = / '7 (v) Level Dead Load Hei Moment Shear ® Stor ht (Wdl) (h� (Wdl)(h) Fx = [(Wdl)(h)fV Remarks (Wdl)(h) (//, 73 q � I 1 q 3,7( (� Total rvc� C�{ 3-71 11644 N.E. 80t,h SL Kirkland, WA.98033 (425) 828-4117 FaX (425) 822-1918 WWW.NASH-ARCHITECTS.COM I � I : rAsx« CLIENT AsSoc[As 11 s c SEISMIC ANALYSIS i :i �r e:c T s PROJECT: i PER IBC 09 DATE: I NAf1E: I 4 i o w i a o9c°w E x C7 �w x Z p op M co S� v� > x z �w M N M ` cal rn N n a, p M M M cn -44 M w a a w 11644 N.E. 80th St. Kirkland, WA 98033 (425) 8219-•4117 Fax (425) 822-1918 1rrWW-NASH—ARCHITECTS,COb �6 NASH ASSOCIATESCLIENT: SEISMIC ANALYSIS PROJECT: A R C 11 I T E C T S PER IBC 09 DATE: NAME: b Redundancy Factor (p): 1. Maximum allowable wall shear for p<=1 Vumax = (2)(Vaccstory)/Ab 1/2 C7)C1/ 23 L4 21 2. Maximum actual shear Vmax = Largest seismic wall shear re 3 31 3. p = 2—[2(Vacc9tory)/(Vumax)(Ab 1/2) a� W(Nr) i 11644 N:E. 80lh SL Kirkland, WA 98033 (425) 828=4117 Fax (425) 822�1918 WWW.NASH-ARCHITECTS.COM I I 04 RESIDENTIAL SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 ZONING VERIFICATION APPLICATION 72 hour turnaround Date: 6/13/2012 Address: 17303 t AVE NE Arli to .WA 98223 Plat: Eagle Heights Lot 11 i Owner/Applq425-33 Cornersto e ornes NW LLC Signature: Perification of accuracy and ag eement to f Ilow the City of Arlington Municipal Code Phone: (h) A88 (C) 425-923-0926 1. Please check one: U a. Single-family dwelling b. Duplex U c. Addition Q d. Accessory structure 2. Proposed Dimensions: W) 50 L) 38 H) 26 Total SF) 2717 3. Allowed Lot Coverage: Total Lot Size 9684 SF x 35% = 3389.40 SF 4. Actual Lot Coverage: (SF of all structures) 2270 _ 9684 (lot size) = 23.4 % (This square footage should include the footprint area of all structures on the property including: house, garages, sheds, covered patios, and decks permitted by the building code) 5. Septic Tank? No If so please provide Snohomish County Health Department approval and indicate on site plan. 6. How many trees greater than 12" diameter to be removed? 0 If any please indicate on site plan. 7. Describe Proposal (include cross street): Build NEW SFR OFFICIAL USE ONLY PROPERTY ZONED APPROVED _F-71 DENIED DATE INT �Zo Iv:zo t 2 (0 RECEIVED JUN 13 2012 OA PERRIN 'CENT IR i HOUSE 2132 } WALK/PATIO 138 LOT COVERAGE 2270 LOT SO FT= 9,684 LOT COVERAGE= 23.4% 2270 SO FT / 9684 SO FT 101 .38' BUILDING HEIGHT= 27'3" - - - - - - - - - - - - - 29'-9r 12' r 38' i - i w � ® 0 d = 5'-+T i � _ 1 N T----_ o D � o O N I — 22' C2 D cv i o D m i i 20'-6' 16' - - - - - - - - - - - - - - 101 .38 c .y0 cA ti -7L_ RECEIVED LOT 11 JUN 13 2012 PLAN: 2717 COO PERMIT CENTER 0(o CD 17303 84TH AVE NE ,,7,0rjo-2.0� �2�2 ARLINGTON, WA 98223 SCALE: 1 "=20' i SITE EAGLE HEIGHTS CORNERSTONE HOMES NW, LLC PO BOX 14424 MILL CREEK WA 98082 �Ij ORNERSTONF PLAN ��OFFICE (425) 338-5888 ■ HOUSE 213- WALK/PATIO 138 LOT COVERAGE 2270 LOT SQ FT= 9,684 LOT COVERAGE= 23.4% 2270 SQ FT / 9684 SQ FT BUILDING HEIGHT= 27'3" 101 .38' 1 I - - - - - - - 29'-91' 1 12' � - - - - - - - -3B I � I ' ® I W I V all , I 0 , 1 2 T-4 I ' C' I -4 o I D I I 0 D> ''0 1 22' t o D W X 0' , i' 1 D m � I ' L, m I ' 1 � 1 I 20'-6' - - - - - - - - - - - - - - 101 .38 v ' O cp �L_ Cis' pS t1 aw VyC-zmr. ..�. 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