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Home My WebLink About17410 84TH AVE NE_BLD20120153_2026 Property Address: } A Conditioned Floor Area �A 0 y Date i Z- Builder or registered design professional: T ) f; Signature: �.�. C,� R-Values 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 andSHCC NFRC rating(or) Windows U- SHGC- Default rating(Chapter 10 wsEC 2009) Skylights U- SHGC- Chapter 9 option(s) Total Chpt:9 Cf edift Heattnl„P Cooling ADomesileHot Water stem Type Efficiency Heatin .`� 4A:r r,,,-rVnr,L Q)!, 11� j� BUILDING INSPECTION REPORT -,rY �,� Permit No.10- — 0153 _ Address: 9+ Contractor: 1lN(:� Owner: t"or►�e.,�S7�n�� Date: 77 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: Z ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation f<Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: �IA BUILDING INSPECTION REPORT G .V Y � Permit No. 1 53 Address: 1711!D ?�� Aw_, Contractor: �Q rnGYS-1-bne✓ +"IN C' 0 Owner: �,o nY err f bnC, Date: $ - 3- /�- 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: Date: /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: _ b6W11S(aovtf— o c1) U r O N E O C) lot Q � N z �D u �— CD p U � � O CDO N WU � � z Q o Q oW z o W1-4 U Q 2 p ca U z Q ,.a w H z� °'u o z o o a wW4 � � � 1>1 x z � wx � � zW v bz oo u w w z o Oa O � O 0 Q z r-+ Eno. O 3 H N z Q 4 v � � vo � o z U P, CI TY OF 2 ARUNG38 N. OL1'MPIC Ate•_ARLIN TON PHONE: G70N,WA. N;: _:_- NE.(3;0)403-3551 98223 ael# '1741084TygyRN 010892MM110o CORNERSTONE MICHAEL I HOMES NW LLC Pernut#:BLD201 PO BO MPOI A Arl 201 S3 X 14424 �' Valuation:MILL CREE JP LAMPRINEN 6 HOMES N W. LLC CO $239,Qp0 00 .MILL oA 98082 R mes.us PO BOX 14424 CORNERS? t . MILL CREEK Wq MICHAEL IONL HOMES NW.LLC 'PtUAMINC� JPQcornerstonehoA98 82 PO BOX L IM4 OLA �R Lic#: Ex MILL CREEK,WA 98082 P' s Exp: Lic#:CORNEIIN9470A Exp:9/l/2012 Lic#; Exp; S I le FaWY Residence_ ''.t 1 •' ��• r PERMIT T YPI:. 2104sq'ft',6801st fl, 14242nd . STORIES. Residential ft''S�sq•ft. _ DWELLINGUNITS., 2 -,:.: CODE I 2009 PEAT UP fRC OCOC ST TYPE. Single FamilY Residence GROUP B New I AGREE TO COMPLY OCC LOAD. R-3 THEREBY, WITH CITY AND N/A u'ORKMEN'SCOPER N WILL BE EMPLOY STATE LAWS TlI►SAPPLICATONISNpTON1NSU ED IN VIOLATION CON RANGE AND ATION OF A PERMIT UNTIL SIGNED 18:27. THE LABOR CO UCTION AND ►N bOING T IT IS AWFU RK BY THE OF TFlE STATE HE WO UNL DE L TO BUILDING ATE OF WASIiINGTO AUTHORIZED CERT ICAT ft— E OF OC UP OR OCCUPY q BUILDING OR G OFFICIAL OR HISrHER D RELATING TO RE S TAX NO.AC NCY FlgS BEEN GRANTED.IBCfRO/IRe,I UNTIL q FINAL IN EPUTY AND ALL FEES ARE PAID. orm a d coded City o Sale tax relatin !0 DEPUTY HAS BEEN MADE AND APPROVAL rli Eton#3101.8 to Construction and construction materials i RO VqL OR A n the City of Arlington m Signature ` � .7 ust be reported on Your sales tax return Print Name - D e Released g - I ate L `PPLIC, CD ASSESSOR 0 OTC BL PROPERTY ONLY.AN'N�yUG ON PRIVATE TE PEMM RKTO BE DON NE RE(�UIRE SEPARA ORK NOTED.THIS PERD IVEWAYS.MARQUEES.ETC.) THIS PERMIT AUTHORIZES ONLY-1HE VJ ALKS. PUBLIC DOMAIN(CURBS.SIDE�N sing. • compresSion fitting on the tailpeape�� • 360 403-3506. place the brass PerE.A:Utilrt�e5' ter boxand tailpiece. • Protect existing Per C.Y-Builidng 360 403-3432 ` See Redlined drawings -�' �$'20 .00 '$A 00- $0.00 $2,210.62 $110.00 $0.00 $1,475.90 DAte ccii>t�°n $2,270.62 $0.00 $4.50 7/2/ - Pern" Fee $1� $4,066.02 2012 Plumbing it Fee 475.90 $0.00 7/?✓2012 Mechanical Perm TY.1) $4.50 $0.00 t Fee(Q 7/2/2012 Building Plan Check Fee(Qry..1) ) $4,066.02 - 2/2012 Building Code Surcharge(Q .1 ` Total Due: --, 7/2/2p12 State Building - ;1!pgIl`1SP.1 � 35-0614 {FIESIF[NAL(360)4 U .DINC PINGJP 3 )403 601 die of Inspection being B jobSite A ess, or afternoon• pernutNumbtr' efer morning informah0n* ether you p► r Date prefereed+andwl► action please le Nuak the following for an ins► Phone mbe When calling Contact Name and requested, C-Footings C-Foundation wall • C-Foundation Drainage C Plu I mb C rk C-plumb Rough In GGas TestlPiPe nt-Mechanical C-Fquip C-ShearNailing- erI°r C-Franing C-liisulationlCaulk C-Sheetroc Final ail C-Building GROof Drains ;LD20120153 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT#: BLD20120153 OWNER: CORNERSTONE HOMES NW, LLC- I... STATUS: APPLIED f ADDRESS: 17410 84TH AVE NE,ARLINGTON BALANCE: $0.00 .� ISSUED: CREATED: 6/27/2012 SCREENS: Select Screen. FUNCTIONS: Select Permit Function... SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVIE... DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 2000 C-Building I CYOUNG `;i7/3/2012 0 Y N Assign Remove 2008 C-Community Development I BFECHT 7/3/2012 0 Y N Assign Remove D cD� https:Hcoapermits.arlington.local/PermitTrax/Module Permits/Permits_Permit/Permit Rev... 6/27/2012 _�ti 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 ED Residential Alteration Also Including: CP Plumbing (ED Mechanical Project Address 17410 84th AVE NE Parcel ID#: 0108920001500 Lot#: 15 Subdivision: Eagle Heights Project Description New SFR 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: ip@cornerstonehomes.us Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Building Area(Sq Ft): 15t Floor: 680 2nd Floor: 1424 3`d floor: Deck: Garage/Carport: 500 Basement: Project Valuation: Contractor:actor: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Contractor's License Number: CORNEHN9470A Expiration: 9/1/2012 Plumbing Contractor,Advanced Plumbing Phone Number: 425-348-5100 Address- 9630 145th ST SE City: Snohomish State: WA Zip Code: 98296 Contractor's License Number: ADVANPL917LS Expiration: Mechanical Contractor: Innovative Comfort Systems Phone Number: 425-268-0863 Address: 17405 Snohomish Ave City: Snohomish State: WA Zip Code: 98296 Contractor's License Number: INNOVCS895PM Expiration: 10/14/2013 I he b certify that th above information is correct and that the construction on, and the occupancy and the use of the above- de rib d property ' be in accordance with the laws, rules and regulation of the tate of ashington. z__ plicants Signat re Date RECEIVED M ED Tq6 JUN 2 C 2012 Print Applicants Name FOR STAFF USE ONLY L 153 gK Permit# Accepted By Amount Received Receipt# Date Received it i 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 Number of Plumbing Fixtures (including Rough Ins) Accessory Main Total Fixture Total Number Fixtures Plumbing Fixtures Dwelling Unit Residence Unit#x Units Multiplier Bar Sink 0 X 1.0 = 0 Bathtub or Combination Bath/Shower 3 X 4.0 = 12 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 Laundry Sink 0 X 1.5 = 0 Lavatory(Bathroom Sink) 3 X 1.0 = 3 Shower(Stand Alone)Each Head 0 X 2.0 = 0 Water Closet(Toilet) 3 X 2.5 = 7 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture Units 33.5 Traps(other than above items) Column Totals 15 Estimated Project Valuation Building Square Footage 2104 15t Floor 680 2nd Floor 1424 3rd Floor Basement Deck Garage 500 Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: 50 feet. C. Difference in elevation between meter and highest fixture: 16 feet above meter or feet below meter. dD. Pressure in s re main: psi. (Measure with gauge or check with Water Department) I certify that h above information is correct and that the construction on, a d the occupancy and the use of the above- dd property w' a in accordance with the laws, rules and regulation oft State fa,5hington. Z' A icants Signature L Date 8 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 building permit does not 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 Permit Center. Applications delivered by courier or mail will not be accepted. Incomplete applications will not be accepted. /acknowledge that all items d 'gnated as submittal requirements must accompany my Building Permit Application to be nsidered c mplete submittal. Signature: = Date: (/� 2- 0 t ner/OZ's Representative Company: _Come Homes NW LLC Phone: 425-338-5888 6 ' 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: (a New Residential ® Addition/Alteration Project Description:New S F R Project Address: 17410 84th AVE N E Parcel lD#: 0108920001500 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 PO BOX 14424 Mill Creek WA 98082 Address: City: State: Zip Code: 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 Pond/Fountain ❑ Private Well ❑ Hot Tub ❑ Re-circulating Heating System ❑ Swimm'hg P o 9 f ❑ Other Authorized Signature: Date: Z' !� For Office Use Only Date Received Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other JUN C zoo Inspection Required YES ❑ NO ❑ 'a0w ZQ 1 ZOIDG y C0A PERMIT CE;s R 4Jz6 I Zo)JD r I - ' RESIDENTIAL MECHANICAL i 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: 11RD a l () UX) 015 00 Project Address:17,3,1"4th AVE NE Parcel ID#: 01111 200"000 Lot#: Js /5- 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 1OK 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: Snohomish State: wA Zip Code: 98296 Contractor's License Number: INNOVCS895PM Expiration, 10/14/2013 I her by ertify that the a information is correct and that the construction on, and the occupancy and the use of the above- des ribed roperty will be n ccordance with the laws, rules and regulation of the State of W shington. JP LarnpinekApp' nts Signature Date JP Lampinen P Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received 2010 CJY l' i� • 1 li Contractors or Tradespeople Printer Friendly Page Page 1 of 2 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 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 Status 1 2 Date Date KEYSTLL9430H KEYSTONE LAND Construction General Unused 9/8/2006 9/8/2012 Active LLC Contractor IMPOLHI023CA 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 CORNERSTONE Construction Re CORNEH"009N9 HOMES Contractor General Unused 8/29/2000 '9/3/2006 Licensed Business Owner Information Name IRole Effective Date Expiration Date IMPOLA,MICHAEL D Partner/Member 09/01/2006 Bond Information Bond Bond Company Name Bond Account Numberl Effective Date Expiration Date Cancel Date Impaired Date Bond Amount(Received Date 1 DEVELOPERS SURETY 447589C 08/29/2006 Until Cancelled $12,000.00 09/01/2006 &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 Cancel Date Impaired Date Amount Received Date 5 New Hampshire 01LX0044146444 I03/01/2012 03/01/2013 $1,000,000.00 02/29/2012 Insurance Co NEW 4 HAMPSHIRE 01 LX0044146442 03/01/2011 03/01/2012 $1,000,000.00 02/01/2011 INSURANCE COMPAN NEW 3 HAMPSHIRE INS 01LX0044146440 03/01/2008 03/01/2011 $1,000,000.00 02/02/2010 CO WESTERN 2 PACIFIC WPGL4600023007 03/01/2007 03/01/2008 $1,000,000.00 01/23/2007 MUTUAL INS CO WESTERN 1 PACIFIC WPGL4600023006 03/01/2006 03/01/2007 51,000,000.00 09/01/2006 MUTUAL INS CO https://fortress.wa.gov/lni/bbip/Print.aspx 6/13/2012 Contractors or Tradespeople PriFriendly 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 r-L 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 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 1 Date Date ADVANCED Construction Boiler/Steam ADVANPH033MC PLUMBING& Contractor Plumbing Fit/Proc Piping 7/3/1997 9/25/1998 Archived HEATING ADVANPL981MQADVANCED Construction Plumbing Other(Specify) 7/18/2002 7/18/2006 Expired PLUMBING LLC Contractor ADVANCED Construction ADVANPH022PS (PLUMBING& Contractor Plumbing Unused 10/10/1998 11/16/2010 Expired HTG INC Business Owner Information Name Role Effective Date Expiration Date WARREN&DUGGAN PLLC Agent 06/10/2009 GILL,THOMAS H Partner/Member 06/10/2009 Bond Information 18ondjBond Company Name tmO095363 ond Account NumberjEffective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 IRLI INS CO 106/05/2009 jUntit Cancelled I $12,000.0006/10/2009 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 2 Farmers Ins 604744115 06/09/2011 06/09/2013 $1,000,000.00 05/31/2012 Exchange 1 FARMERS INS 604744115 06/09/2009 06/09/2011 $1,000,000.0005/18/2010 EXCHANGE 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 .y . , r. 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 _ Specialty Specialty Effective Expiration License Name Type 1 2 Date Date Status 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 Agent 10/14/2011 CARTER,TIMOTHY JASON President 10/14/2011 CARTER, KRYSTLE Secretary 10/14/2011 CARTER, KRYSTLE Treasurer 10/14/2011 CARTER, KRYSTLE lVice President 10/14/2011 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date 9mpaired Date Bond Amount Received Date 1 Developers Surety EtI276403C 09/01/2011 Until Cancelled $12,000.00 10/14/2011 Indem Co Assignment of Savings Information No records found for the previous 6 year period Insurance Information (InsurCompany Name Policy Number Effective Date Expiration Date Cancel Date Impaired Datej Amount Received 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 ZON20120064 (PT-LIVE) - PermitTrax by Bitco Software ® I Page 1 of 1 s DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20120064 OWNER: CORNERSTONE HOMES NW, LLC- I... STATUS: APPLIED ADDRESS: 17410 84TH AVE NE, ARLINGTON BALANCE: $0.00 y ISSUED: CREATED: 6/27/2012 SCREENS: Select Screen.. -i FUNCTIONS: Select Permit Function... PREAPP-BLD REVIEWS PRINT ADD NEW SUMMARY REVIE...I DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 1002 P-Engineering I MHAYES 7/2/2012 0 Y N Assign Remove 1004 P-Engineering II LPETER... 7/2/2012 0 Y N Assign Remove 1014 P-Public Works I LTAYLOR 7/2/2012 0 Y N Assign Remove 1020 P-Sewer FRAPEL... 7/2/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA... 7/2/2012 0 Y N Assign Remove 1028 P-Water EANDE... 7/2/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 7/2/2012 0 Y N Assign Remove 2008 C-Community Development f' BCC_ 7/2/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 7/2/2012 0 Y N Assign Remove 2014 C-Planning I THALL 7/2/2012 0 Y N Assign Remove D i�-O- https:Hcoapermits.arlington.local/PermitTrax/Module_Permits/Permits_Permit/Permit_Rev... 6/27/2012 -- I 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: 6/21/2012 Address: 17410 h AVE NE Arlingt A 98223 Plat: Eagle Heights Lot 15 Owner/Appli ant Cornerstone o es NW LLC Signature: Cp Z eri cation of accuracy and a reemont to ollow the City of Arlington Municipal Code Phone: (h) 425-338-5888 (C) 425-923-0926 1. Please check one: U a. Single-family dwelling b. Duplex c. Addition d.Accessory structure 2. Proposed Dimensions: W) 35 L) 48 H) 26 Total SF) 2104 3. Allowed Lot Coverage: Total Lot Size 8649 _ SF x 35% = 3027 SF 4. Actual Lot Coverage: (SF of all structures) 1649 _ 9461 (lot size) = 18.9 % (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 ( U�2ot U12 COA PERMIT CENTER OFFICIAL USE ONLY PROPERTY ZONED APPROVED _F-1 DENIED_F DATE INT O Cp N 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 Two (2) sets of construction drawings �v 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 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 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. 10. 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 i i RESIDENTIAL PERMIT � 1 i 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. ✓0 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 NASH&ASSOCIATES -ARCHITECTS PLAN 210 4 BEAM, LATERAL & SEISMIC CALCULATIONS (-1A 8 Mai 7_� RECEIVED JUN 2 f) 201Z 2009 IBC GO, PERMIT CENTER JANUARY 1, 2012 GO, IS S 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COM 1 CLIENT: NASH, JONES BEAM DESIGN DATA PROJECT: ANDERSON DATE: NAME: Arohiteate & Flamers Roof Loads: LL 25#/of DL 15 #/sf Total 40#/sf Unless Noted Otherwise Floor Loads: LL 40#/sf DL 10 #/sf Total 50#/sf Deck Loads: LL 60#/sf DL 10 #/sf Total 70#/sf Soil: 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 = 180 fb — 900 PSI E = 1,600,000 6" Beam: Douglas Fir #2 fv = 180 fb = 900 PSI E = 1,600,000 Joists & Hem Fir #2 Rafters: fv = 75 fb = 850 PSI E = 1,300,000 Glu—Lam Beams: fv = 165 PSI fb = 2,400 PSI (reduced by size factor, CF•KI) E = 1,800,000 11644 N.E. 80th St. Kirkland, WA 98033 (426) 828-4117—Pax (426) 822-1918 WWW.NASHJONESANDERSON.COM i I PLAN 2104 BeamChek y2.4 licensed to:Nash,Jones,Anderson Architects Reg#6464-622 PLAN 2104 DINING ROOM RB-2 Date:8/23104 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft _Y Conditions Min Bearing Area R1=4.9 in' R2= 1.5 in' DL Defl 0.02 in Suggested Camber 0.03 in Data Beam Span 6.0 ft Reaction 1 LL w 2062# Reaction 2 LL 641 # Beam Wt per ft 6.83# Reaction 1 TL 3156# Reaction 2 TL 967# Bm Wt Included 41 # Maximum V 3156# Max Moment 2786 W Max V(Reduced) 2586# TL Max Defl L/240 TL Actual Defl L/>1000 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 0.06 0.04 Critical 13.93 20.41 0.30 0.20 Status OK OK OK OK Ratio 33% 73% 19% 19% Fb(psi) Fv(psi) E(psi x mil) Fc I(psi) Value Base Values 2400 190 1.8 650 Base Adjusted 2400 190 1.8 650 A01ustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 _ 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 - - -I Loads IJ Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1600 B.=2539 1.0 538 H=753 0 1.0 113 1= 158 1.0 6.0 E� _ Pt loads: �] R1 =3156 SPAN 6 R2=967 = FT Uniform and partial uniform loads are Ibs per lineal ft. i PLAN 2104 BesmChek v2.4 licensed to:Nash,Jones,Anderson Architects Reg#6464-622 PLAN 2104 BEDROOM FOUR BB-1 Date:8/23104 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS'91 Min Bearing Area R1=0.8 Ina R2=0.8 In DL Defl_<0.01 In. Data Beam Span 4.0 ft Reaction 1 LL 400# Reaction 2 LL 400# ! Beam Wt per ft 7.87# Reaction 1 TL 516# Reaction 2 TL 516# Bm Wt Included 31 # Maximum V 516# Max Moment 516'# Max V(Reduced) 317# TL Max Defl L 1240 TL Actual Defl L/>1000 i LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in_a) Shear(in 2) TL Defl(in) LL Defl Actual 49.91 32.38 0.00 <0.01 Critical 5.89 5.00 0.20 0.13 Status OK OK OK OK Ratio 12% 15% 2% 2% Fb(psi) Fv(psi) E(psl x mil) Fc I (psi) Vaillps Base Values 875 95 1.6 625 Base Adjusted 1050 _ 95 1.6 625 Adjustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 1.00 Cm Wet Use 1.00 1.00 _1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 Loads Uniform LL:200 Uniform TL: 250 =A I Uniform Load A R1 = 516 R2=516 SPAN=4 FT Uniform and partial uniform loads are lbs per lineal ft. Ll Q. TII VN N 1� I � IJ II L r71-- I L CLIENT: NASH, JONES SEISMIC ANALYSIS PROJECT: ANDERSON PER IBC O q DATE:_ — NAME: Architects & Planners 2 SEISMIC: V = 0.166 (Wdl) (plywood) 2nd Level: / Roof: (Asphalt / Cedar Shake) 10#/ft X / �1� U sf =�or (Tile) 16#/ft X sf = Exterior Walls: L x 10#/sf x 1/2 (h) (E2) Interior Walls: L x 8#/sf x 1/2 (h) )50 xeO kq TOTAL: _ 2E P 1st Level: Roof: (lot Floor Roof) 10#/ft X of 2nd Floor: 10#/ft Exterior Walls: (Ep) + L x 10#/sf x 1/2 (h) Interior Walls: (I2�)/ + L x 8#/sf x 1/2 (h) o TOTAL: _ C Basement: 1st Floor: 10#/ft X -of = Exterior Walls: (El) + L x (h) i Interior Walls: (11) + L,:x 8#/sf x 1/2 TOTAL: U` Z 110 I 11644 N.E. 80th St, Kirkland, WA 98033 (425) 828-4i17 Fax (425) 822-1918 WWW.NASHJONESANDERSON.COM REVISED i CLIENT: NASH, JONES SEISMIC ANALYSIS PROJECT: ANDERSON PER IBC pCj DATE: NAME-: Arohiteots do Plannara 4 O� W xA � �ZU i - -- o w zy- n a % <3- a 116jh4-N.E. 80th Eg— Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 � WWW.NASHJONESANDERSON.COM REVISED i CIdENT: NASH, JONES SEISMIC ANALYSIS PROJECT: ANDERSON PER IBC 0 q DATE: NAME! Amhiteota k Planners 5 Redundancy Factor : 1. Maximum allowable wall shear for p<=1 Vumax = (2)(Vaccstory)/Ab 1/2 2. Maximum actual shear Vmax = Largest seismic wall shear 3. p = 2—[2(Vaccstory)/(Vumax)(Ab 1/2) -- J =- f o� 1NrNi) 60UWAII1 11644 N.E. BDth St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 LM WWW.NASHJONESANDERSON.COM REVISED I ti Prescriptive Energy Code Compliance for Single Family and Duplex Housing:Zone 1 P Inlommlion Coafacf Inlomotlon This set of forms has been developed to assist{permit applicants documenting compliance with the Washington State Energy Code,(2009 edition).This set Is for structures built under the IRC and located In Climate Zone 1. The following forms provide much of the required documentation for plan review.The details noted here must also be shown on the drawings(WSEC 104.2). This form Is not a substitute for the-energy cWe itself.To obtain a copy of the energy code, go to the following web address,hftpJYwww.9ner9y.wsu.edu/code Glazin bon IWB Glazing 10 Factor Door 9 a Vaulted Wallfa Vdall-line wall.ext' Slav ft U Factor Ceiling Ceiling Above Below Below Floors on %of Floor Vertical Overhead Grade Grade Grade Grade • R-49 or 01 13% 0.34 0.50 0.20 R-38 R•38 R•21 21 R•-221 R-10 R-10 R-50 2 Adv. j R49 or R-21 R-21 R-10 Q 11 2S% 0.32 0.50 0.20 R-38 R-38 Lit? R•]0 R-30 2, Adv. R49 or R-21 R-21 R-10 0 a1I Unlimited 0.30 0.50 0.20 R 3 Int" TB R-10 R-30 21 Adv. See WSEC hwe 6•1 forJootnaies Glazing Schedule AthdW to t mmxnt ❑ Does not apply.(SEE INSTRUCTIONS)Using Prescriptive Option lit.All glazing and doors meet maximum U-factor.Alternate heating size method submitted. Option t or 11,Glazing to floor area limit(WSEC 602.7.2) ❑ Area weighted window,skylight or door U-factor(WSEC 602.7.2) ❑ As part of the heating system sizing calculation(IRC M1401.3&WSEC 508.2.2) Radiant slab: ❑ R-10 foam Insulation,continuous with thermal break(WSEC 502.1.4,9) Chapter 9 Options Total of 1 Credit Reaulred Opt. Opt.Description is HI h Efficiency HVAC Equipment 1 1 b High Efficiency HVAC Equipment 2 1 c HI h Eff lolency HVAC E uI ment 3 2 High Efficiency HVAC Distribution System 3a Efficient Building Envelope 1 3b Efficient Bulldinp Envelope 2 3c Su er-Efflolent Building Envelope 3 4& Air Leaka a Control and Efficient Venlilatlon 4b AddEtional Air Leakage Control and Efficient Ventilation ba Efficient Water Heating bb High EffleclenoX Water Heating 6 Small Dweilin Unit 7 Large DwelllnR Unit 8 Renewable Electric Ener •1200 kwh Total Credits 1AD WSEC Prescriptive wortcaheet(2oloenm)zomI wsuat:PI"10 Gopydphtsoto i I Simple Heating System Size:Climate Zone 1 Pwject Inf&m bon Contra Intomwow Indoor Design Temperature 70 Outdoor Design Temperature y Design Temperature Difference Ll Indoor-Wjxr DeslgnTemp Conditioned Floor Aren 1 p Conditioned Volume 17 Glazing Copy Sum of UA from Glazing Schedule , Attic U-Factor X Area UA R-49 0.027 A-38 Advanced 0.026 Single Rafter or Joist Vaulted Cellings U-Factor X Area UA R-86 Vented 0.027 Above Grade Walls U-Faclor X Area _ UA R-21 0.056 Floors U-Factor X Area _ UA R-30 0.029 Below Grade Wells U-Factor X Area a UA 2'Depth Walls U-0.042 8.5'Depth Walls U-D.041 7'De th Walls U-0.037 Slab Below Grade F-Factor X Len th a UA t 2'Depth 0.69 3.5'Depth 0.64 7'De th 0.67 , Slab on Grade F-Factor X Length _ UA R-10 2'perimeter 0.64 R-10 Full-Heated 0.65 Sum of UA 13 Envelope Heat Load �Btu/Hour Sum of UA X Design Temperature plHerenm Air Leakage Heat Load g q Btu/Hour ((Volume X 0.6)X Design Temperature Difference)X,oia)) 1 Building Design Heat Load 22 Btu/Hour ' At Leakage+Envelope Heal Loss Building and Duct Heat Load ,IS Z,6 305 Btu/Hour If ducts are located In uncondlfloned space:Sum of Building Heat Loss X 1.16 11 ducts are bcaled In mWilloned space:Sum of Bugding Heat Lase X I Maximum Heat Equipment Output 150% y5 Btu/Hour Building and Duct Heal Loss X 1.50 1 WSEC Presedplive Worksheet(2010 Edition) WSUEEPIO.010 Copyd91112010 I i i� ' I Glazing Schedule(Electronic version available at:htto://www.energy.wsu eV i D urngnts/Prescrl�o ive Zone___—�LYlsxxlsx) Conditioned Floor Aran I Sum of UA for Heating System SWeig Sum of All Glazing Areas From Below Glazing to Floor Area Ratio 602.7.2 Exception Ratio(not to exceed 1 Exterior Doora Plan component Door Percent Width Height Glazing Door Door ID Description Ref. U-factor Glazed Cat. Feet h"h Feet "'h Area Area UA Qntt Exutnpt 9whwin)Pwi•:24 3quule Feet — Sum of Glazing Area,poor Area, end UA(do not include exompt door) Area Weighted U-UA/Aros Sum ofArea and UA for Heating system else only(include exempt door) Vertical Glazing(Windows,Glazed doors using Exceplion 602.6 f/1) Plan Component Glazing Width Haight Glazing ID Dwecri tioli Ref. U-fwetor 01. Fwtt kch Feet Inch Area UA Vi t FrZ44j95 kJL5 1. / Sr Ot 1 2�4 CL v Sum of Area and UA Area Weighted U v-UAIArea Overhead 4ilazing Plan Component Glazing Width Holpht ID Dcaorl tion Rot. U Ot. Foot "'a' Fact `ih ArQn UA Sum of Ana and UA Area Wolghted L/-UA/Area Daubs Glazed Garden Windows section 002.7.2 exception Plan Component wid"I Height IJ Ueoori lion Ot. Fertt t"`r' Feet Inch Area UA SUM at Area Som of Area X 3(Thle total la automatically included/n the clawing area total.) FE] Glazing UA for Heating Syetom Size Only m Area X O.03 ^J Page 4 of 9 i F-iOUSE 1503 WALK/PATIO 146 LOT COVERAGE 1649 LOT SQ FT= 8,649 LOT COVERAGE= 18.9% 1649 SQ FT / 8649 SQ FT BUILDING HEIGHT= 26' 1 29.44' UI i t t � ♦O . tm ` \ \ t y •lY m GP ♦ rb Q.G i i ♦ i 1 A � t 1 1 0.81 95.47' 20.00 o N 3, 012 SQ FT c' tini TRACT 998 ° 110.15' LOT 15 PLAN: 2104 RECEIVED 17410 84TH AVE NE Z� a,? 9 ARLINGTON, WA 98223 CO A PEFI IT CVN Ek ' 6\20\ SCALE: 1 "=20' I SITE EAGLE HEIGHTS � CORNERSTONE HOMES NW, LLC ORNERSTONE PO BOX 14424 MILL CREEK WA 98082 PLAN OFFICE (425) 338-5888 0 tj ■ 8885-8£E (SZti) 301jjo •3N-1-Nao'�_../� Z8086 HM 51332AO 111W tiZVti'� X08 Od N`d1d O�-l 'MN SgWOH dNOISZIBNMOO SIHO O H A �� El1.IS .OZ=,, L :�TldOs HUNDIlWU3dVOO EZZ86 V NOIONI-1�AV ZIOZ J 9 Nnr El �/�b' H1V8 0 �VL � C13A13338 VO0 Z :N` -ld 5 10-1 - r w � Z ^ - -N-- - -- -- --- Ndt o W 966 IJVcVl 6 D. 19 bS Z10 ,f - -- - - ,L17•96 oo*oz i ,-V-V 6Z L ,9Z =1H013H ONIG-line 13 OS 6-V98 / ld OS 6V9L %6'8 L =30d�:13AOO 10-1 6-V9'8 =13 OS 10-1 6-V9 L 30`d J3h00 10-1 9-V L 01-Lvd/>i-ivm y� 209 L 3snOH ti CITY OF ARLINGTON �• �� 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 PHONE:(360)403-3551 BUILDING PERMIT ' Address:17410 84THAVENF,ARLINGTON Permit#:BLD20120153 Parcel#:01089200001100 Valuation:$239,000.00 OWNtR j0Njj&APPUCANT CONTRACTOR CORNERSTONE HOMES NW,LLC CORNERSTONE HOMES NW,LLC CORNERSTONE HOMES NW,LLC MICHAEL IMPOLA JP LAMPINEN MICHAEL IMPOLA PO BOX 14424 PO BOX 14424 PO BOX 14424 MILL CREEK,WA 98082 MILL CREEK,WA 98082 MILL CREEK,WA 98082 jp@cornerstonehomes.us jp@cornerstonehomes.us Lie#:CORNEHN9470A Exp:9/1/2012 PLUINBING CONTRACTOR lW A917CIIANICAL COMRACTOV_ Lie#: Exp Lie#: Exp JOB DESCRIPTION Single Family Residence-2104 sq.ft.,680 Ist fl,1424 2nd fl.,500 sq.ft. PERMIT TYPE: Residential PERMIT GROUP Single Family Residence New STORIES: 2 CONST TYPE: V-B DWELLINGUNITS: I OCCGROUP: R-3 CODE: 2009 IRC OCC LOAD: N/A 7rr APPROyn1. 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 U OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERT ICATE OF OC UP NCY HAS BEEN GRANTED.IBC110/IRC110. S TAX NOTICE Sale tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return arm a d coded City of rli gton#3101 -7/6 Signature Print Name We I Released B r Oate ARCHIVE APPLICANT ASSESSOR OTHER BLD20120153 CONDmONS -r---- 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:Utilities. 360403-3506. • Protect e)asting meter boxand tail piece. Replace the brass compression fitting on the tail peace if missing. • • Per C.Y.-Builidng 360 403-3432 • See Redlined drawings W. W PERK fI'FEES Date Description Fee Amount Paid Balance Due 7/2/2012 Plumbing Permit Fee $205.00 $0.00 $205.00 7/2/2012 Mechanical Permit Fee $110.00 $0.00 $110.00 7/2/2012 Building Permit Fee(QTY. 1) $2,270.62 $0.00 $2,270.62 7/2/2012 Building Plan Check Fee(QTY: 1) $1,475.90 $0.00 $1,475.90 7/2/2012 State Building Code Surcharge(QTY 1) $4.50 $0.00 $4.50 Total Due: $4,066.02 $0.00 $4,066.02 ' CALL FOR INSPECTIONS BUII,DINC/FNGMMMUPARKS/UTILMESS/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave 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 • C-Foundation Wall • C-Foundation Drainage • C-Plumb Ground Work • C-Plumb Rough In • C-Gras Test/Pipe • C-Equipment-Mechanical • C-Shear Nailing-EAerior • C-Framing • C-Insulation/Caulk • C-SheetrockNail • C-Building Final • C-Roof Drains t T- �0 `ITT > z c U : r — ( o c o t 9 pm Goo IT, 5ll L h r Z l 5 '( .1*, '1 (i OAK! :k 1� t 1 K L. �rt�h i j r s E it �y -¢#�—+``t WM A Chi 17zo 13 ow- i; 71 4 ti SAQ ! polo E I Sd j LIZ �« r # t i t S t s ( i t ( r € r t rt ( ,. hi t s ' J I .. ...,_._., s r x r x � I 3_ k # _ f 1 t� '�7E E � nw�:re•.:�.,S r.m.-� � E 1. � �3 � rsr� x t 1 t , i E I v't S I" R 9 ' ( f b i E AD 1 t [ t r my r. -- - - I r1 .F � i 1 # e.�. �. 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