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Home My WebLink About17328 84TH AVE NE_BLD20120212_2026 0\ BUILDING INSPECTION REPORT 4. (,) Permit No. 1� r bd2�7- - Address: "73 al S Sys^ AVI[, 19 Contractor: Corners+bYI� -y� Owner: Cp rY)e,riqtzYle, Date: /0 ®'APPROVAL PARTIAL APPROVAL ffo 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: Lo G Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ,WFoundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: -- — — _T, —__ — �J� ; ' . � • i_ _�"�S• I,�s �•t. �� 1 H^:. .�.,i iiffii,t S, �s:' t •, j� 7v.1. � — � � 7 � .... . .0_:..fix — - - ` �1 ♦ s. . ,.. —. ... .Y ., . . , f, '�. . .. . �. a. ."t{: I 4 . 1y + .� .. �. 1 �' . �� W L r / .'r. . i ,� �� - . .��! :11(i ��i��.11��4: •l 1 Property Ad+drm: ' « A✓ V// >�i Cutulluunrxl Flyva A- M A / D.W 2. 2S 12013 'I'htlider or regPerred rintgn prorr.►4anp11: SlRnaturr Celiing: Vaulted R Floors liver unconditioned space R- Atlic R- Slah on grade floor R- WAUX: ALuve gmdt: R- Dows R Below. int. R- R- Lklow. cxt. it. lt- t�,L'aClarx 4�tl.kHfs�C - NRFC rating(or) Windows is- S Deftilt rating(cx.y.6-r ow.w,r,xe.,q) Skylights U- oRl� T"Al C*Pkt f ClOirdits Headft. Coallw&Domestic Hot Wmaw sleet Tr Fk Ft17 dam (bolin DHW Dun&$�tQ�ir�,•fIs Lstlk�r All ducts&HVAC in conditioned space (yes ino) Insulation R- Test Method: _Total leakage _LVANI r to Oda-iur Air lrwrcllr<prewrrl TeI Turget C FM®2SPrt Teat Reath C1rM(a2_ipn Building air leakage target. SLA<U.UU430- 'Tested IeakMc:: st..A— Owo-"751 SY� type: Rated annual generation I�h I. enera ea n, am canner CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 PHONE:(360)403-3551 SNOOP BUILDING PERMIT Address: 17328 84TH AVE NE,ARLINGTON Permit#:BLD20120212 Parcel#:01089200001900 Valuation:$379,000.00 OWNm— - APPLICANT CONTRACTOR CORNERSTONE HOMES NW,LLC CORNERSTONE HOMES NW,LLC CORNERSTONE HOMES NW,LLC PO BOX 14424 JP LAMPINEN JP LAMPINEN MILL CREEK,WA 98082 PO BOX 14424 PO BOX 14424 MILL CREEK,WA 98082 MILL CREEK,WA 98082 jp@cornerstonehomes.us jp@cornerstonehomes.us Lic#:COPNEHN9470A Exp:9/1/2012 PLi'JN IM CONTRACTOR WW MNICAI.CONTRACTOR ADVANCED PLUMBING INNOVATIVE COMFORT SYSTEM 9630 145TH ST SE 17405 SNOHOMISH AVE SNOHOMISH,WA 98296 SNOHOMISH,WA 98296 Lic#:ADVANPL917LS Exp:6/10/2013 Lic#:INNOVCS895PM Exp: 10/14/2013 JOB DESCRIPTION SINGLE FAMILY RESIDENCE PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 3 CONST TYPE: V-B DWELLINGUNITS: 1 OCCGROUP: R-3 CODE: 2009 IRC OCC LOAD: N/A PERMIT APPROVAL 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 CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. I S TAX N0 Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return orn and coded C . u Arlingto`n#3101_ /Zi Sign a Print Name Pateq R eased By ate ARCIUVE = APPLICANT ASSESSOR OTTIER BLD20120212 COMMONS 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's • SEE redlined plans and attachments.per C.Y:Building 360 403-3432. • • Replace the brass fitting on the tail peace if missing.per E.A.-Water 360 403-3506. qw' PERMIT FEL'S Date Descrilxion Fee Amount Paid Balance Due 8/29/2012 Plumbing Permit Fee $241.00 $0.00 $241.00 8/29/2012 Mechanical Permit Fee $110.00 $0.00 $110.00 8/29/2012 Building Permit Fee(QTY. 1) $3,275.82 $0.00 $3,275.82 8/29/2012 Building Plan Check Fee(QTY. 1) $2,129.28 $0.00 $2,129.28 8/29/2012 State Building Code Surcharge(QTY. 1) $4.50 $0.00 $4.50 Total Due: $5,760.60 $0.00 $5,760.60 CALL FOR INSPEL IONS BUILDING/FNGINffitINC✓PARKS/UTILITIES/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-Gas Test/Pipe • C-Equipment-Mechanical • C-Shear Nailing-F_kerior • C-Framing • C-Insulation/Caulk • C-SheetrockNail • C-Building Final • C-Roof Drains • C-Underfloor (I,qReview Process Status Report Permit: ZON20120097 1002-P-Engineering I Assigned: MHAYES -8/29/2012 Complete? N Total Time: 0 1004-P-Engineering II Assigned: MHAYES -8/29/2012 Complete? Y 08/28/2012 By: LPETERSON Minutes: 5 Original Due Date: 08/29/2012 Action: CMP Y no comments Total Time: 5 1014-P-Public Works I Assigned: MHAYES-8/29/2012 Complete? 08/ 9/2012 By: LTAYLOR Minutes: 5 Original Due Date: 08/29/2012 Action: CMP No comments Total Time: 5 1020-P-Sewer Assigned: MHAYES -8/29/2012 Complete? Y 08/28/2012 By: FRAPELYEA Minutes: 5 Original Due Date: 08/29/2012 Action CMP Y / No comments / Total Time: 5 1026 -P-Utilities Fees Assigned: MHAYES-8/29/2012 Complete? Y 08/29/2012 By: RSHEPARD Minutes: 0 Original Due Date: 08/29/2012 Action CMP Y / no comment Total Time: 0 1028-P-Water Assigned: MHAYES-8/29/2012 Complete? Y 08/28/2012 By: EANDERSON Minutes: 10 Original Due Date: 08/29/2012 Action CMP Y Replace the brass fittng on the tail peace if missing 0� Total Time: 10 2000-C-Building I Assigned: MHAYES -8/29/2012 Complete? Y 98/29/2012 By: CYOUNG Minutes: 0 Original Due Date: 08/29/2012 Action: CMP Y p No issues `` Total Time: 0 2008-C-Community P&& ment i Assigned: MHAYES -8/29/2012 Complete? Y 08/28/2012 Py: ,,6BLA Minutes: 5 Original Due Date: 08/29/2012 Action: CMP Y / o add'i nal critical area setbacks required, ok to issue Total Time: 5 2012-C-Natural Resources Assigned: MHAYES-8/29/2012 Complete? Y 08/28/2012 By: BBLAKE Minutes: 5 Original Due Date: 08/29/2012 Action: CMP Y No additional critical areas setbacks required, ok to issue Total Time: 5 9/10/2012 12:36:12 PM Page 1 of 2 2014 - C-Planning I Assigned: MHAYES -8/29/2012 Complete? Y 08/29/2012 By: PELLIS Minutes: 0 Original Due Date: 08/29/2012 Action: CMP Y Total Time: 0 Total Reviews: 10 Total Time: 35 9/10/2012 12:36:12 PM Page 2 of 2 BLD20120212 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT#: BLD20120212 OWNER: CORNERSTONE HOMES NW, LLC STATUS: APPLIED ':- ADDRESS: 17328 84TH AVE NE, ARLINGTON I� BALANCE: $0.00 ISSUED: CREATED: 8/27/2012 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 8/30/2012 0 Y N Assign Remove 2008 C-Community Development I BFECHT 8/30/2012 0 Y N Assign Remove https:Hcoapermits.arlington.local/PermitTrax/Module_Permits/Permits_Permit/Permit_Rev... 8/27/2012 - .ti 'tip : ,I ' - _ i 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 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: ED Plumbing (a Mechanical Project Address: 17328 84th Ave NE Arlington,WA 98223 Parcel ID#: 01089200001900 Lot#: 19 Subdivision: Eagle Heights DIV 2 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: jp@cornerstonehomes.us Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Building Area(Sq Ft): 15t Floor: 1136 2"d Floor: 1474 3`d floor: Deck: Garage/Carport: 688 Basement: 777 Project Valuation• Contractor: 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 he by certify that t above information is correct and that the construction on, and the occupancy and the use of the above- de ribs property w' be in accordance with the laws, rules and regulation of the State,of ashington. 0 z5 CZ, p licants Signature vv Print Applicants Name &6):eQ0;21 FOR STAFF USE ONLY � y 7 — Permit# Accepted By Amount Received Receipt# Date Received 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 = 1.5 Laundry Sink 0 X 1.5 = 0 Lavatory(Bathroom Sink) 4 X 1.0 = 4 Shower(Stand Alone)Each Head 1 X 2.0 = 2 Water Closet(Toilet) 4 X 2.5 = 9 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture 38 1 Units Traps(other than above items) Column Totals 18 Estimated Project Valuation Building Square Footage 3387 1 sc Floor 1136 2"d Floor 1474 3`d Floor Basement 777 Deck Garage �1/rJJl� 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 c l ressure in Erect main: psi. (Measure with gauge or check with Water Department) ereertify that theabove information is correct and that the construction on, and the occupancy and the use of the above- scriproperty wi l be in accordance with the laws, rules and regulation of the tate of Washington. p nts Signature I Date 8 :f � RESIDENTIAL MECHANICAL t 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: 17328 84th Ave NE Arlington,WA 98223 Parcel ID#: 01089200001900 Lot#: 19 Subdivision: Eagle Heights Div II 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: i FURNACE UP TO 100K BTU CLOTHES DRYER 5 _ 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 5 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 Contractor's License Number: INNovcs895PM Expiration 10n4i2013 I her by ertify that t a ove information is correct and that the construction on, and the occupancy and the use of the above- des ribed property will In accordance with the laws, rules and regulation of the State of kWahnington. 7i- A,6lic nts Signature Date JP Lampine rin pplicants Name AU(1 2 3 ?W FOR STAFF USE ONLY ( ► al — 7�1 Permit# Accepted By Amount Received Receipt# Date Received 2010 CJY ,:: I 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 CROSS CONNECTION SURVEY FORM Forward to Utilities Division for Review Type of Residence: p 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 S F R ProjectAddress: 17328 84th Ave NE Arlington, WA 98223 ParcellD#: 01089200001900 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@cornerstone homes.us Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 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 ❑ Swim ing P of ❑ Other Authorized Signature: Date: 017 ZZ/ For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other Inspection Required: YES ❑ NO ❑ u 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 9/1/2014 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 9/8/2014 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 B/29/2000 9/3/2006 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 Number Effective Date Expiration Date Cancel Date IImpaired 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 JEffective Date Expiration Date Cancel Date Impaired Date Amount lRecelved Date 5 New Hampshire 01LX0044146444 03/01/2012 03/01/2013 $1,000,000.0002/29/2012 Insurance Co NEW 4 IHAMPSHIRE DlLX0044146442 03/01/2011 03/01/2012 $1,000,000.0002/01/2011 INSURANCE COMPAN NEW - - - 3 HAMPSHIRE INS 011-0044146440 03/01/2008 03/01/2011 $1,000,000.0002/02/2010 CO WESTERN 2 PACIFIC WPGL460002300703/01/2007 03/01/2008 $1,000,000.00 01/23/2007 MUTUAL INS CO _ WESTERN 1 PACIFIC WPGL460002300603/01/2006 03/01/2007 $1,000,000.0009/01/2006 MUTUAL INS CO https://fortress.wa.gov/lni/bbip/Print.aspx 8/27/2012 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:Hfortress.wa.gov/lni/bbip/Print.aspx 8/27/2012 o' ��. :� 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 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 Specialty 2 Specialty Effective Expiration License Name Type L 1 Date Date Status ADVANCED Construction Boiler/Steam ADVANPH033MC PLUMBING if Contractor Plumbing Fit/Prot Piping 7/3/1997 9/25/1998 Archived HEATING ADVANPL981MQADVANCED Construction Plumbing Other(Specify) 7/18/2002 7/18/2006 Expired PLUMBING LLC Contractor ANCED Construction ADVANPH02 �PD'LUMBING 2P5 Et Contractor Plumbing Unused 10/10/1998 11/16/2010 Expired HTG INC Business Owner Information Name Role Effective Date Expiration Date WARREN Et DUGGAN PLLC jAgent 06/10/2009 GILL,THOMAS H Partner/Member 06/10/2009 Bond Information Bond Bond Company Name Bond Account Numbe106/05/2009 Effective Date Expiration Date Cancel Date'Impaired Date Bond Amount Received Date 1 RLI INS CO 1sm0095363 Until Cancelled $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 Datel Amount Received Date 2 Farmers Ins 604744115 06/09/2011 06/09/2013 I- I $1,000,000.0005/31/2012Exchange 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 PWADE00283 7/2/2012 18.106.020 PLUMBER INFRACTION Satisfied $1,000.00 PRAR100384 1/11/2011 18.106.020 PLUMBER INFRACTION 'Satisfied $1,000.00 PBUJD00317 7/11/2012 18.106.020 PLUMBER INFRACTION 'Satisfied 51.000.00 https://fortress.wa.gov/lni/bbip/Print.aspx 8/27/2012 Contractors or Tradespeople Printer Friendly Page Page 2 of 2 PWADE00281 6/26/2012 118.106.020 PLUMBER INFRACTION ISatisfied 1 $1,000.00 PFRES00342 4/19/2010 118.106.020 PLUMBER INFRACTION ISatisfied $1,000.00 PWADE00282 6/26/2012 18.106.020 5 c)RCW PLUMBER INFRACTION ISatisfied $250.00 PWADE00285 7/2/2012 118.106.020 PLUMBER INFRACTION ISatisfied $250.00 https://fortress.wa.gov/lni/bbip/Print.aspx 8/27/2012 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 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 Name Bond Account Number Effective Date Ex iration Date Cancel Date Impaired Date(Bond Amount Received Date 1 Developers Surety fc 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 DatelExpiration Date Cancel Date Impaired Datel 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:Hfortress.wa.gov/lni/bbip/Print.aspx 8/27/2012 z v. 'N '-3A d0.1 N Z O( t0 o L`Z or N ° — II V . ,8L'L8 N W o ],0_TYPz UT1L EASEMENT00 AVM3nI2ia ,Z-Z U Q - - - � ® co HOaod t Z Y 00 r - - - - - _ .9-,6i J .9-102 1 .Ti-,Li W W M W J Z LL i z x Q t co __ ' m O i V O t a �o''a - - - - - - - - - - - - LT Psled ��3a �• ® M (� ,n CV r w0 _ z (7) wQ 0 Q W = z = o 0 Ill EASEMENT 00 L_ j AGGESS _ ^' 12� ` ) (D AGE EASEMENT' � - � � Q 00 NNE � � N W N NON o NO II 0- O M a II Q W M of W LL = 0 Z w oa0az 36' 6 � z F5 - V)O N o Q Cl) a J OQO O ON _I =a -i J -iN m ;; I I ZON20120097 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 DEVLPMNT REVIEW CO MMITTEE �_� PERMIT#: ZON20120097 `\ OWNER: CORNERSTONE HOMES NW, LLC STATUS: APPLIED � ADDRESS: 17328 84TH AVE NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 8/27/2012 SCREENS. Select Screen... - , FUNCTIONS: Select Permit Function... I -, - BLD REVIEWS PRINT ADD NEW SUMMARY REVIE... DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 1002 P-Engineering I MHAYES 8/29/2012 0 Y N Assign Remove 1004 P-Engineering II LPETER.. 8/29/2012 0 Y N Assign Remove 1014 P-Public Works I LTAYLOR 8/29/2012 0 Y N Assign Remove 1020 P-Sewer FRAPEL... 8/29/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA... 8/29/2012 0 Y N Assign Remove 1028 P-Water EANDE... 8/29/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 8/29/2012 0 Y N Assign Remove 2008 C-Community Development I BFECHT 8/29/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 8/29/2012 0 Y N Assign Remove 2014 C-Planning I PELLIS 8/29/2012 0 Y N Assign Remove l./ https:Hcoapermits.arlington.local/PermitTrax/Module Permits/Permits._Permit/Permit_Rev... 8/27/2012 RESIDENTIAL AL SUBMITTAL REQUIREMENTS City of Arlington • 238 N Olympic Ave. DA�angto, WA g 22m Phone (60)40Of COmunity �551f FAX (360)403 3418 ZONING VERIFICATION APPLICATION 72 hour turnaround Date: 8/23/2012 Address: 17328 84J Ave NE Arlington,VM198223 Plat: Eagle Heights Div II Lot 19 Dwner/Applic nt: Cornerstone H fes NW LLC Signature: /Z Veri ication of accuracy and a reement t follow the City of Arlington Municipal Code Phone: (h) 425-33II 888 (C) 425-923-0926 1. Please check one: ✓❑ a. Single-family dwelling ❑ b. Duplex ❑ c. Addition ❑ d.Accessory structure 2. Proposed Dimensions: W) 50 L 40 H) 26 Total SF) 3387 3. Allowed Lot Coverage: Total Lot Size 10003 --�_ SF x 35% = 350�SF 4. Actual Lot Coverage: (SF of all structures) 2242 _ loons ot size) _ (This square footage should include the footprint area II 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 site plan. _ If any please indicate on 7. Describe Proposal (include cross street): Build NEW sFR 0FFICIAL USE ONLY i ,,. pi :aPERTY ZONED APPROVED _ .,VE INT DENIED_ DATE '" 3 2012 ZD\ ZU Uq r AUG TN J/1 b' Hl 8 " o o 1- N °— II V . ,8L'L8 N O - -- - - _ - - - JO-TYP_,UTL_;, EASEMENT- J U 00 ),VM3AIN(I ,zz Q J OC) co HON.d I Z Y 00 r - - - - - - J U) W T M O ULU .-. I N 1 O t v V � ,Q U- L8EE Q (09 z x ° � mIn I ° O 1�` - - - - - - - - - LI Ilb'd �N034 co to N N W � WQ V Q Z W :1O = _ o � W c� 5 EASEMENT W Z_ J ,2 ApOES N J (D LL . i(0 ORA,NpGE EASEMENt- r < Q N N d- (n N s5 W _ N NON O NO H w 0 I` II co w � � w wLL _ Ch Z w o a 0V)i z 36 �6 Z Q DO N= �- �0F-CL000NM O QJ a Ja Property Si-tnoary Page 1 of 2 Sn o h o m i s h anlins Ciovornmont Information a$ervtcos CountyW Washington Printable Version Home Other Property Data Help Property Search>Search Results>Property Summary Property Account Summary P ss JUNKNOWN,UNKNOWN,WA Parties-For changes_use--tjN err Property_Data'menu (Role Percent Name Mailing Address Taxpayer 100 CORNERSTONE HOMES NW LLC JP0 BOX 14424 MILL CREEK,WA 98082 Owner 100 CORNERSTONE HOMES NW LLC jP0 BOX 14424 MILL CREEK,WA 98082 General Information Property Description Section 24 Township 31 Range 05 Quarter SW EAGLE HEIGHTS DIV 2 BLK 000 D-00-LOT 19 Property CategoryLand and Im rovements Status Active,Locally Assessed Tax Code Area 00110 Propart r�Chera_ct_e_r_istic_s_ Use Code 1910 Undeveloped(Vacant Land Size(gross) 0.23 stated Properties -- No Values Found Active Exemptbns No Exemptions Found Interest and Penalty are due if paying after due date since web is available regardless of holidays or weekends.eCheck and Credit Card payments require Interest and penalty after due dates.If unable to make payment by due date because of site maintenance; payment must be postmarked by the next business day per RCW 1.12.070.If you wish to pay taxes online,select an option and click"Add To Payment Ust". if property Is in"Delinquency"-call 425.388.3606 for current total.If Special Assessments(not Surface Water,Soil,Forest Fire)-call 425.388.3750 for payoff totals.Make Check/Money Order to"Snohomish County Treasurer".Send to Snohomish County Treasurer,3000 Rockefeller Ave,M/S 501,Everett,WA 98201 nstallments Pa able lax Year (Installment Due Date Principal Principall Interest,Penalties and Cost Total Due Cumulative Du Select to Pa 2012 12 10/31/2012 289.88 0.001 289.881 289.88 ai Add To Payment List View Detailed Statement Detailed Information about taxes and all other charges displayed above. Calculate Future Payoff Taxes,interest and penalty due on a specific future date. Statement of Payable/Paid For Tax Year: 2012 Is-ributlon of current Taxes District Rate Amount ARLINGTON SCHOOL 5IST NO 16 5.249671 246.73 CITY OF ARLINGTON 1.812738 85.20 PUB HOSP#3 CASCADE VALLEY] 0.928644 43.65 PUB HOSP#3 CASCADE VALLEY 0.376408 17.69 SNO-ISLE INTERCOUNTY RURAL LIBRARY 0.499955 23.50 SNOHOMISH COUNTY-CNT 0.982332 46.17 STATE 2.378822 111.80 SNOHOMISH CONSERVATION DISTRICT 5.01 TOTALS 12.2285701 579.75 Pending Property Values Pending Tax Yearl Market Land Value[Market Improvement ValuelMarket Total ValuelCurrent Use Land Valuelcurrent Use Improvement Current Use Total Value 2013 40,0001 01 40,000 0 0 0 roe Values Value Type Tax Year Tax Year Tax Year Tax Year Tax Year 2012 2011 2010 2009 2008 Taxable Value Regular 47,000 64,00 96,000 143,000 Exemption Amount Regular Market Total 47,000 64,000 96,000 143,000 i Assessed Value 47 000 64,000 96,000 143,000 https://www.snoco.org/proptax/ zb23 3ymh 1 vzgometoagro45)/search.aspx?pareel_number... 8/30/2012 Property Cummary Page 2 of 2 r Market Land 1 47,000 64,00 00 0 96, 0 143,000 Market Improvement 0 0 0 0 Personal Property Levy Rate Histor Tax Year Total Levy Rate 20111 10.819828 20101 9.538274 2009j 8.615033 Real Property Structures _ pescri Non pe Year Built More Information rooertv Sales since 71 111999 ransfer Date Recei t Date Sales Price Excise Number Deed T e Grantor Seller Grantee(Buyer) Other Parcels 3/6/2012 3/23/2012 $1,850,000 451142 BS WASHINGTON FEDERAL SAVINGS CORNERSTONE HOMES NW LLC No 2/26/2010 3 3/2010 1$2,693,0001320825 X IHANSON BAKER LUDLOW DRUMHELLER PS WASHINGTON FEDERAL No ro ert Ma s Neighborhood Code Township JRange jSection l uarter Parcel Ma 2408000 J31 105 124 SW Vl w parcel mB s for this Township/Ranae/Section eceipts to Recel t No. Amount Applied 03 26/2012 09:52:00 6466672 289.87 SO/2812011 12:03:00 6377582 348.74 05/03/2011 11:22:00 6154905 348.74 10/28/2010 00:00:00 5842534 460.34 04/29/2010 00:00:00 5593367 1,156.39 05/05/2009 00:00:00 15123408 1 615.97 vents Effective Dat Entr Date-Time Type Remarks 03/06/2012 04/12/2012 Property Assigned To Property Assigned to Transfer/Sale.Filing No.:451142,Bargain and Sale Deed by 14:55:00 'Transfer/Sale sassls 03/06/2012 04/12/2012 Owner Terminated Property Transfer Filing No.:451142 03/06/2012 by sassls 14:55:00 03/06/2012 04/12/2012 Own Added Property Transfer Filing No.:451142 03/06/2012 by sassls 14:55:00 03/06/2012 03/23/2012 Taxpayer Changed Property Transfer Filing No.:451142 03/06/2012 by strtjg 13:50:00 03/06/2012 03/23/2012 Excise Processed Property Transfer Filing No.:451142,Bargain and Sale Deed 03/06/2012 by strtjg 13:50:00 03/08/2010 Property Assigned To 02/26/2010 15:15:00 Transfer/Sale Property Assigned to Transfer/Sale.Filing No.:320825,Trustee Deed by sasset 02/26/2010 03/08/2010 Owner Terminated Property Transfer Filing No.: 320825 02/26/2010 by sasset 15:15:00 02/26/2010 03/08/2010 Owner Added Property Transfer Filing No.: 320825 02/26/2010 by sasset 15:15:00 02/26/2010 03/03/2010 Taxpayer Changed Property Transfer Filing No.: 320825 02/26/2010 by strrlw 14:36:00 02/26/2010 03/03/2010 Excise Processed Property Transfer Filing No.: 320825,Trustee Deed 02/26/2010 by strrlw 14:36:00 Printable Version Developed by Manatron,Inc. @2005-2010 All rights reserved. Version 1.0.4569.17921 https://www.snoco.org/proptax/ zb233ymh1 vzgometoagro45)/search.aspx?parcel number... 8/30/2012 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. W-1_ One (1) completed Single Family Residential Building Permits Application 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 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 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 �. 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 �. 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 RESIDENTIAL PERMIT t 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 � 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 Use this checklist to ensure that all necessary information is provided for review of your project. Please be advised that the 2009 WA State Energy Code is now the current code used to review your submittal. Requirements for Submittal (Complete for change-out only * ): ❑ Completed residential mechanical permit application* ❑ Mechanical Appliance cut sheets* ❑ Heating and Cooling design loads (WSEC Prescriptive Compliance Worksheet) www.energy.wsu.edu/BuildingEfficiency/EnerqyCode.aspx ❑ Appliance location and distribution details, including gas piping info Required Inspections/Tests: ❑ Rough-in mechanical and Gas pressure piping ❑ Duct Leakage Test by a Qualified Technician (see exceptions) ❑ Building Air Leakage Test (new construction only) Exception 1: Duct testing is not required if the air handler and all ducts are located within the conditioned space. Exception 2: Duct testing is not required if the furnace is a nondirect vent type combustion appliance and is installed in unconditioned space with a maximum of six feet connected ductwork in the unconditioned space. 24-hour notice of Request for Inspection Call the 24-hour inspection line at 360-435-0674 APPLICATIONS ARE CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. J 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 he 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. I acknowledge th all items desiggqted as submittal requirements must accompany my Building Permit Application to b nsidered a c plete submittal. Signature: I---- Date: �3 777 Own rlOwner's epresentative Company: Cornerstone Homes NW LLC Phone: 425-338-5888 6 z N U) � � N v 14-4 N bA O O Q z n u cr) u O o N o v tz Q � Q � Ow 4-1 ° Q VP p w ) Z Q w ,.a � u z Z Q z zU 0-4 o z O v w b O a w N � zu - x z 1-4 0-4 z w z N '-a c0 v O v' N o v � Q z ON O N Z Q O N � aav w zu ° NASH a ASSOCAM ARCHITECTS PLAN 3387 BEAM, LATERAL & SEISMIC- CALCULATIONS 2512FR�IEE:GISTERED _rHIT IAMSASH S11NO WA NG M STA AUG 2 3 2012 2009 IBC JANUARY 1, 2012 11844 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 W►W.NASH-ARCHITECTS.COM CUDM.. NASH•ASSOCIATES BEAM DESIGN DATA PROJECT: DATE: NAME: Root Loads:' LL 25#/sf DL 15 #/sf Total 40#/sf Unless Noted Otherwise rloor 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 liaaonry: 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. CPKI) E = 1,800.000 11644 N.E. 80th St, Kirkland. WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH—ARCHITECTS.COM f I t PLAN 2610 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 MASTER BEDROOM RB-1 Date:8120I12 Selection 3-118x 12 GLB 24F-V4 DFIDF Lu�-0.0 Ft Condition s NDS 2005 Min Bearing Area R1=7.0 inZ R2=6.3 in2 (1.5)DL Defl= 0.09 in Recom Camber=0.13 in Data Beam Span 8.0 ft Reaction 1 LL 2841# Reaction 2 LL 2609# Beam Wt per ft 9.11 # Reaction 1 TL 4546# Reaction 2 TL 4120# Bm Wt Included 73# Maximum V 4546# Max Moment 11864 # Max V(Reduced) 3889# TL Max Defl L 1240 TL Actual Defl L 1535 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear ins TL Defl in LL Defl Actual 75.00 37.50 0.18 0.09 Critical 59.32 24.31 0.40 0.27 Status OK OK OK OK Ratio 79% 65% 45% 35% Fb si Fv(psi) E(psi x mil Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adfustments Cv Volume 1.000 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 Las Uniform LL:450 Uniform TL: 648 =A Point LL Point TL Distance 1850 B=3409 3.5 Uniform Load A Pt loads: R1 =4546 R2=4120 SPAN=8 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2610 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 BEDROOM THREE RB-2 Date:8/20112 Selection 3-118x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=9.2 in2 R2=3.1 iriz (1.5)DL Defl= 0.01 in Recom Camber—0.02 in Data Beam Span 5.0 ft Reaction 1 LL 4100# Reaction 2 LL 1400# Beam Wt per ft 9.11 # Reaction 1 TL 5996# Reaction 2 TL 1985# Bm Wt Included 46# Maximum V 59964 Max Moment 5876'# Max V(Reduced) 5737# TL Max Defl L 1240 TL Actual Defl L/>1000 LL Max Defl L/360 LLActual Defl L/>1000 Attributes Section(W) Shear(in') TL Defl dip LL Defl Actual 75.00 37.50 0.03 0.02 Critical 29.38 35.85 0.25 0.17 Status OK OK OK OK Ratio 39% 96% 13% 12% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 2400 240 1.8 650 Ad'usted 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.200 Uniform TL:250 =A Point LL Point TL Distance 4500 B=6685 1.0 i Uniform Load A Pt loads: ZX R1 =5996 R2=1985 SPAN=5FT Uniform and partial uniform loads are lbs per lineal_ft. PLAN 2610 BeamChek v2011 licensed to.Michael Johnson Reg#7992-66428 BEDROOM FOUR RB-3 Date:8/20/12 Selection 4x 10.DF-L#2 Lu=0.0 Ft Condition NDS 2005 Min Bearing Area R1=5.4 inz R2=2.1 in! (1.5)DL Defl= 0.02 in Data Beam Span 5.0 ft Reaction 1 LL 1980# Reaction 2 LL 870# Beam Wt per ft 7.87# Reaction 1 TL 3372# Reaction 2 TL 1326# Bm Wt Included 39# Maximum V 3372# Max Moment 3252'# Max V(Reduced) 3173# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defi L/>1000 Attribute Section in' Shear in2) TL Defl in LL Defl Actual 49.91 32.38 0.04 0.02 Critical 36.13 26.44 0.25 0.17 Status OK OK OK OK Ratio 72% 82% 17% 13% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adiustments 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:200 Uniform TL: 250 =A Point LL Point TL Distance 1850 B=3409 1.0 I Uniform Load A Pt loads: R1 =3372 R2= 1326 SPAN=5 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2610 BeamChek v2011 licensed to.Michael Johnson Reg#7992-66428 FAMILY ROOM B-1 Date:8/20112 Selectio 3-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min.Bearing Area R1=9.2 in2 R2=3.3 in2 (1.5)DL Defl= 0.04 in Recom Camber--0.06 in Data Beam Span 7.0 ft Reaction 1 LL 4113# Reaction 2 LL 1698# Beam Wt per ft 7.97# Reaction 1 TL 5982# Reaction 2 TL 2128# Bm Wt Included 56# Maximum V 5982# Max Moment 5561 # Max V(Reduced) 5005# TL Max Defl L/240 TLActual Defl L/765 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in 2) TL Defl(in) LL Defl Actual 57.42 32.81 0.11 0.07 Critical 27.81 31.28 0.35 0.23 Status OK OK OK OK Ratio 48% 95% 31% 31 Fb psi) Fy(psi) E(psi x mil) Fe-L(psi) Values 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 NIA Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Point LL Point TL Distance Par Unif LL Par Unif TL Start End 2841 B=4546 1.0 810 H=1108 0 1.0 360 1=400 1.0 7.0 i E� Pt loads: Q R1 =5982 R2=2128 SPAN=7FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2610 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 NOOK B-2 Date.:8/20112 elect; n 3-1113x 9 GLIB 24F-V4 DFIDF Lu=0.0 Ft Condition s NDS 2005 Min Bearing Area R1=5.1 in2 R2=5.1 in (1.5)DL Defl= 0.04 in Recohi Cambe—0.06 in Data Beam Span 6.0 ft Reaction 1 LL 2430# Reaction 2 LL 2430# Beam Wt per ft 6.83# Reaction 1 TL 3345# Reaction 2 TL 33459 Bm Wt Included 41 # Maximum V 3345# Max Moment 5017'# Max V(Reduced) 25084 TL Max Defl L 1240 TL Actual Defl L/667 LL Max Defl L 1360 • LL Actual Defl L/>1000 Attributes Section in' Shear in' TL Dcfl in LL Defl _ Actual 42.19 28.13 0.11 0.07 Critical 25.08 15.68 0.30 0.20 Status OK OK OK OK Ratio 59% 56% 36% 35% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform ILL:810 Uniform TL: 1108 =A Uniform Load A R1 =3345 R2=3345 SPAN=6 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2610 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 KITCHEN B-3 Date:8120/12 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=3.8 in R2=5.1 in (1.5)DL Defl= 0.05 in Recom Camber--0.08 in Data Beam Span 5.0 ft Reaction 1 LL 1181 # Reaction 2 LL 1744# Beam Wt per ft 6.83# Reaction 1 TL 2460# Reaction 2 TL 3345# Bm Wt Included 34# Maximum V 3345# Max Moment 4878 # Max V(Reduced) 2508# TL Max Defl L/240 TL Actual Defl L/792 LL Max Defl L 1360 LL Actual Deft L/>1000 Attribute Section in' Shear in2 TL Defl in LL Defl Actual 42.19 28.13 0.08 0.03 Critical 24.39 15.68 0.25 0.17 Status OK OK OK OK Ratio 58% 56% 30% 15% Fb(psi) Fv psi E(psi x mil Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Actiustments 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 Lads Point TL Distance Par Unif LL Par Unif TL Start End B=2000 2.5 360 H=400 0 2.5 810 1=1108 2.5 5.0 1 H � Pt loads: B R1 -�2460 R2=3345 SPAN=5 FT Uniform and partial uniform loads are Ibs per lineal ft. I i PLAN2610 BeamChek v2011,Ncensed to:Michael Johnson Reg#7992-66426 DINING ROOM B-4 Date:8120112 Selection 5-1/8x 10-112 GLB 24F-V4 DF/DF Lu=0.0 Ft J Condition NDS 2005 Min'Bearing Area R1=5.7 in2 R2=5.7 W (1.8)DL Defl= 0.10 in Recom Camber 0.16 in Data Beam Span 12.0 ft Reaction 1 ILL 2880# Reaction 2 ILL 2880# Beam Wt pet ft 13.08# Reaction 1 TL 3678# Reaction 2 TL 3678# Bm Wt Included 157# Maximum V 3678# Max Moment 11035'# Max V(Reduced) 3142# TL Max Defl L/240 TL Actual Defl L/405 ILL Max Defl L/360 ILL Actual Defl L/573 Alfribules Section in' Shear in2 TL Defl(in) ILL Defl Actual 94.17 53.81 0.36 0.25 Critical 55.18 19.64 0.60 0.40 Status OK OK OK OK Ratio 59% 36% 59% 63% Fb(psi) Fv(psi) E(psi x mil) Fc L(psi) Values 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 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:480 Uniform TL:600 =A Uniform Load A 0 Q R1 =3678 R2=3678 SPAN=12FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2610 BeamChek.v2011 licensed to:Michael Johnson Reg#7992-66428 LIVING ROOM B-5 Date:8120/12 Selection 3-1/8x 10-112 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=5.7 inz R2=3.9 in' (1.5)DL Defl= �0.01 in.Recom Camber-<0.01 in. Data Beam Span 2.5 ft Reaction 1 LL 2710# Reaction 2 LL 1890# Beam Wt per ft 7.97# Reaction 1 TL 3680# Reaction 2 TL 2561 # Bm Wt Included 20# Maximum V 3680# Max Moment 3551 W Max V(Reduced) 3454# TL Max Deft L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear ins TL Defl in LL Defl Actual 57.42 32.81 0.01 <0.01 Critical 17.76 21.59 0.13 0.08 Status OK OK OK OK Ratio 31% 66% 5% 5% Fb(psi) Fv(psi) E(psi x mil Fc (psi) values Reference Values 2400 240 1.8 650 dusted Values 2400 240 1.8 650 Adiustments 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:200 Uniform TL: 250 =A Point LL Point TL Distance 4100 B=5596 1.0 Uniform Load A Pt loads: R1 =3680 R2=2561 SPAN=2.5 FT Uniform and partial uniform loads are Ibs per lineal ft. I!, PLAN 2610 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 GARAGE GB-1 Date:8120/12 Selection 571/8x 10-112- GLB 24F=V4 DF1DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=6:2 in2 R2=6.2 in' (1.5)DL Defl= 0.13 in Recom•Camber=0.19 in Adta Beam Span 10.5 ft Reaction 1 LL 2625# Reaction 2 LL 26254 Beam Wt per ft 13.08# Reaction 1 TL 4059# Reaction 2 TL 4059# Bm Wt Included 137# Maximum V 4059# Max Moment 10654 W Max V(Reduced) 3382# TL Max Defl L/240 TL Actual Defl L 1451 LL Max Defl L/360 LL Actual Defl L 1821 Attributes Section in' Shear(in= TL Defl in LL Defl Actual 94.17 53.81 0.28 0.15 Critical 53.27 21.14 0.53 0.35 Status OK OK OK OK Ratio 57% 39% 53% 44% Fb(psi) Fv(psi) E(psi x mil Fc psi Values 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:500 Uniform TL:760 =A 1 r I 0 I I Uniform Load A Q R1 =4059 R2=4059 SPAN=10.5 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2616 BeemChek v2011 licensed to.Michael Johnson Reg#7992-66428 BASEMENT BB-1 Date:8/20/12 Selection 5-118x 18 GLB 24F-V4 DF/DF Lu=0.0 Ft onditi n NDS 2005 Min Bearing Area R1=16.6 WR2= 15.2 in2 (1.5)DL Defl= 0.15 in Recom Camber=0.23 in Data Beam Span 16.0 ft Reaction 1 LL 8480# Reaction 2 LL 7760# Beam Wt'per ft 22.42# Reaction 1 TL 10786# Reaction 2 TL 9900# Bm Wt Included 359# Maximum V 10786# Max Moment 43988 # Max V(Reduced) 8891 # TL Max Defl L/240 TL Actual Defl L/366 LL Max Defl L/360 LL Actual Defl L/515 Attributes Section in' Shear(in") TL Defl in LL Defl Actual 276.75 92.25 0.52 0.37 Critical 222.90 55.57 0.80 0.53 Status OK OK OK OK Ratio 81% 60% 66% 70% Fb(psi) Fv(psi E(psi x mil} Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2368 240 1.8 650 Adjustments Cv Volume 0,987 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 Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1680 B=2127 12.0 1040 H=1300 0 12.0 520 1=650 12.0 16.0 I I Pt loads: M v� R1 =10786 R2=9900 SPAN=I6FT Uniform and partial uniform loads are Ibs per lineal ft. i 1 NASx+ASSOCIATES CLIENT: LATERAL DESIGN DATA PROJECT: 1 r CH t T E C T S PER IBC 09 DATE: NAME: WIND per Sec. 1609 EARTHQUAKE per Sec. 1613 Design per ASCE 7-05 Design per ASCE 7-05 CHAPTER 6 WIND LOADS CHAPTER 12 Equivalent Lateral Force Procedure Design Wind Pressure: Ps - (A)(lw)(pm) Base Shear. V =1.2 34 S(W) where X = Exposure Factor where: Cs = Seismic Response Coefficient Iw = Importance Factor W - Efficient Seismic Weight psao = Base Design Pressure (Ss)(SI) / R = (Cs) SITE/PROJECT SPECIFIC VALUES: SITE/PROJECT SPECIFIC VALUES: Basic Wind Speed - 85 mph (V )33 Ss - 1.5 per USGS S1 = 0.90 per USGS Site Class D2 (Default) A = 1.00 Exposure "B" (c30') Seismic Design Category D Iw - 1.00 R - 6.5 from Section 12 P sm= FROM CHAPTER 6 1 = 1.00 i 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" Die. X 10", A307 or better. W/ 7" min Embedment. V - 1104 #/bolt CONCRETE DESIGN per Chapter 19 & ACI 318-02 concrete re - 2500 psi rebar fy - 40,000 psi MISCELLANEOUS HARDWARE SIMPSON Strong=tie Connectors or equal 11644 NX -80th St. Kirkland, WA 98033 (425) 828-4117 Fax '(425) 822-1918 WWW NASH—/ARCHITECTS.COM I I I I I I I I I I I „ , II l II I i i t I I I I II I I I I 1 i fl I II I I 11H I II I , I ilI I Il I I , I I I 1 I 1 I i i 3n - i . I II �f--j, J 1 I I I I r l V � I t I I II i i l s II �i lk- J o4 Q 1 � a � n I G ,,g'7 v O bZ � HASH, JONES FNAIM.- Pl-n%ANDERSON LATERAL CALCULATIONS WIN'D WORKSHEF�T PER IBC Q.rr 85 M.P.H. P = 15.9 PSF FRONT ELEVATION LEFT ELEVATION REAR BALEVATION RIGHT ELEVATION WCATION TOTAL SHEAR FORCE (fit) SHEAR UNIT W s H z (see chart for wind pressure IqA�, SHEAR O specified height) LENGTH (tt) SHEAR TYPE li t� 14- yp 3bS3 /�/S / 276 i I 2WcN /57 i 11844 XEL 80th. St. Kirkland, WA 98088 (425) 828-4117 Fax (425) 822=1918 WWW.NASHJONESANDERSON.COM PI-3�I REVISED CAPECOD\DWG\BLOCKS\STRUCTURAL\CALC-SHEETS . CLIENT: _ NASD JONES NAME: ANALYSIS PROJECT. PER IBC Q q DATE: : A Wteats &Plan%ere 1 Weight of Building: Roof Assembly: Asphalt Shingles - 2.00#/ft Cedar Shakes - 2.25#/ft Tile 9.50#/ft Felt - 0.15 #/It Felt - 0.15 #/ft Felt - 0.15 #/ft 1/2" Plywood - 1.50 #/1t 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/It Trusses ® 24" o.c. - 1.75 #/ft Trusses ® 24" o.c. - 1.75 #/ft Trusses ® 24" o.c. - 1.75 #/ft R-38 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 - 2.00#/ft Total 9.75#/ft Total 9.90#/ft Total 17.90#/ft Use 10.00#/ft Use 10.00#/ft Use 18.00#/ft 1st & 2nd Floor Assembly: Caret / 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 ® 16' o.c. - 2.30#/f t 2x10 ® 16" o.c. - 2.30#/ft 1/2" GWB Ceiling - 2.00#/it 1/2" GWB Ceiling - 2.00#/ft Total 7.30#/ft Total 9.30#/ft Use 10.00#/It Use 10.00#/ft Interior Wall Assembly: Exterior Wall Assembly: 1/2" GWB - 2.00#/ft 3/4" Wood Siding -- 2.30#/ft 2X4 0 16" o.c. - 1.10 #/ft 1/2" Plywood - 1.60 #/it 1/2" GWB - 2.00#/ft 2x6 ® 16" o.c. - 1.37 #/St Total 5.10 #/ft R-21 Insulation - 2.10#/ft Use 8.00#/ft 1/2' GWB - 2.00#/ft Total 9.27#/ft Use 10.00#/ft 4" Brick Veneer - + 3.20#/ft i 11644 ME. 80th St. Kirkland, WA 96033 (426) .828-4117 Fax (425) 822--1918 WVVW NA' HJONESANDER$ON.COM IL i CLLtENN1`. �NASII, JONES SEISMIC ANALYSIS PROJECT: ANDERSON PER IBC p DATE: Architects k Pianaen 2 SEISMIC: V = (C.) (Wdl) (Plywood) 2nd Level• Roof (Asphalt / Cedar Shake) 10#/ft X-7 g sf or (Tile) 18#/ft X sf = Exterior Walls: L x 10#/sf x 1/2 (h) D G (E2] 1� 0, -�a k- ( ' Interior Walls: L x 8#/sf x 1/2 (h) I(oD S kD (I� TOTAL• 1st Level. n /`� Root (1st Floor Roof) 10#/ft X y O sf = /0 l-i/� C� 2nd Floor. 10#/ft X_� sf = /^- Lf 7-A() Exterior Walls: (E2) + L x 10#/sf x 1/2 (h) Co g00-f- I60-�,(o -l-&�l Interior Walls: (I� + L x 6#/sf x 1/2 (h) 1 d IOGk TOTAL: _ Basement: let Floor: 10#/ft X sf = Exterior Walls: (E1) + L x 10#/sf x 1/2 (h) Interior Walls: (I1) + L x 8#/sf x 1/2 (h) TOTAL 1164.4 N.E. 80th St. Kirkland, WA 9B033 (425) 828-4117 Fax (425) 822-1918 W W.NASHJOhTESMERSON.COM REVISED CAPECOD\Dwc\BLOCM\SI'RUCI'URAL,\CnLC-SIIEETS- CLIENT. xAsx, aoxEs SEISMIC ANALYSIS PROJECT ANDERSON PER IBC C DATE: NAME: AroWtects k Plarcen 3 BASE SHEAR: V = (C.) (Wdl) Plywood LEVEL 2: Wdl 2(71 -7 x 0.166 LEVEL I Wdl x 0.166 TOTAL. Wdl 5(or S # x 0.166 91 �j j (V) Dead Load H eight Moment Shear @ Stor Level (Wdl) h) )( ) Fx — ((wdl)(h)j,, Remarks (Wdl)(h) I qc � a3 Total 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (426) 822-1918 w.NASHJONESANDER50N.COM REVISE! WFP CAPECOD\DWG\BLOCKS\STRtJCTURAL\CALL-SHEETS- NAM BONES ANDERSON a SEISMIC .ANALYSIS PROJECT, PER IBC 1 DATE- ! NAMES lrcblteata k Planner, 4 o0w xAa �W x . v caw F �x VN & �� N c^ Q� n P., o E- tv — N S .ZZ- x Q- i a W U644 N.-E. 80th St Mrkland, WA 98033 (425) 828-4117 Fax (425) 822-1818 'VfWW.NASHJONESAND,KRSON_COM REVISED 1 CAPECOD.\DWG\BLOCKS.\STRTJCTURAL\CALL-SHEETS• i CLIENfi NASK JONES SEISMIC ANALYSIS PROJECT: ANDERSON PER IBC D(� DATE ArcLttiocts &PILIMmv 6 Redundancy Factor (p):_ 1. Maximum allowable wall shear for p<=1 Vumax = (2)(Vaccstory)/Ab 112 2. Maximum actual shear V„ ax = Largest seismic wall shear 3, p = 2—[2(Vaccstorp)/{Vumax)(Ab 1/9 j61)05K"k) Ii f 11644 N.E. Both St. B3jklBAd. WA 98033 (425) 82B.. 17 Fax (425) 822-1818 WWW.NASHJONESANDERSDN.COM REVISED - CAPECOD\DWG\BLOCKS\STRUCTURAL\CALC—SHEETS— i 12009 WSEC Residential Compliance Permit Number: x�7`�� 5y�''M...�i;,Rj+a+-t�''r:-Fr 1�i�3��?�fi'•-°C'� 'C�` F'�7'S',>,�,�" 7 � t,. . r-. ,... I�'�•-�-r�t,,ky-c •, General Information Address: _ Pt4 N 3 30-7 Check the box for the applicable: —7 Job Type: New ❑Addition ❑ Remodel Conditioned Sq.Ft.: 3 S l Heating Fuel: ❑Electric ❑LPG(Propane) ` Gas ❑Other Fuels Heating System: XForced Air ❑Room Heaters ❑Hydronic ❑Other Qualification Options There are 2 different qualification options, one is based on a Prescriptive Approach, Chapter 6, and the other is a Component Approach,Chapter 5. Chapter 6 approach includes a Table of options, one of which you will select for your particular design. Choose a compliance option that best suits the economics and design of your project. The Chapter 5 Qualification Form is a second compliance approach and allows a builder more flexibility for alternative methods of construction. The Chapter 5 and Chapter 6 Window and Door Schedules provide an outline to assist you through the specific calculations and requirements for doors and class.Chapter 5 Interactive formats are available Online @ www.energywsu.edu Responsibility for information Although designated Department staff members will help you with general questions about completing this form, it is ultimately your responsibility to provide detailed information about heating systems, glazing, insulation and other requested building specifications. Since these forms will be evaluated for completeness and accuracy, you can avoid unnecessary permit delays by carefully providing all required information. Disregard items that don't address your particular building or equipment. Design Changes Be sure to get prior approval from the Department if you wish to make changes in your project during construction. Code Books For more detail, refer to the 2009 Washington State Energy Code, this code may be obtained, for free, from Washington State University's Energy Program website (www.energy.wsu.edu). This website includes forms, useful links,and downloadable versions of the WSEC. i 2009 WSEC &IRC Ventilation One&Two(Family Dwelling Unit Prescriptive Compliance Form This set of forms has been developed to asslst permit applicants documenting compliance with the 2009 Washington State Energy Code The following forms provide much of the required documentation for plan review,The details noted here must also be shown on the drawings. Check the box in front of the option which you will use to meet the prescri tive re uirements: Glazing Glazing U-Factor Door' Wall Wall- Wall Slab • Option Area1o: U- Ceiling' Vaulted Above int' ext_ Floors on °A of floor vertical Overhead' Factor Ceiflng3 Grade" Below Below Grade' Grade Grade I. 13% 0.34 0.50 0.20 R-38 Adv. R-38 R-21 R-21 R-10 or R-49 Int' TB R-10 R-30 2, II. 25% 0.32 0.50 0.20 R-38 Adv, R-38 R 21 R 21 R-10 or R-49 In TB R-10 R-30 2, III. Unlimited 0.30 0,5Q 0.2Q R-38 Adv. R 38 R-21 R-21 R 10 or R-49 Int' TB R-10 R-30 2 See WSECtable 6-1 for footnotes Radiant Slab: ❑ R-10 foam insulation,to the entire slab with thermal break(WSEC 502.1.4.9) Lighting Efficiency: ❑ 1. A minimum of 50 percent of all interior lights will be high efficacy. (WSEC 505.1) ❑ 2. Permanently mounted light fixtures providing outdoor lighting will be high efficacy unless equipped with built in photo control photo sensor. SEC 505.2) Glazing Schedule Attached to,Qocument Please check the box in front of the option which you will use to meet the requirements: ❑ 1. Does not apply.Using Prescriptive Option III.All glazing and doors meet maximum U-factor.Alternate heating size method subtnilted. 2. Option I or II,Glazing to floor area limit(WSEC 602.7.2) ❑ 3. Area weighted window,skylight or door U-factor(WSEC 602.7.2) I ❑ 4. As part of the heating system sizing calculation(IRC M1401.3&WSEC 503.2.2) ! i Whole House Ventilation (Prescriptive) l Please check the appropriate box to describe which of the four prescriptive Whole House Ventilation Systems you will be using. ❑ 1. Intermittent Whole House Ventilation Using Exhaust Fans&Fresh Air Inlets.(IRC M1508.4) 2. Intermittent Whole House Ventilation Integrated with a Forced Air System.(IRC M1508.5) 3. Intermittent Whole House Ventilation using a Supply Fan.(IRC M1508.6) ❑ 4. Intermittent Whole House Ventilation Using a Heat Recovery Ventilation System(IRC M1508.7) Source Sflecific Exhaust VCntilation Required in each kitchen,bathroom,water closet compartment,laundry room,indoor swimming pool,spa and other rooms where water vapor or cooking'odor is produced. Minimum Source Specific Ventilation Capacity Requirements Bathrooms--Toilet Rooms Kitchens Intermittently o ratinq 50 cfm' 100 cfm' Continuous operation 20 chn 25 cfm i i i I Cho ter 9 options Total of 1 credit required:Please circle the option to be used and fill in the applicable credits Credit Credit Opt. Option description _ Value applied la HIGH EFFICIENCY HVAC EQUIPMENT 1: 1.0 /f Gas;propane or oil-fired furnace or boiler with minimum AFU of 92%PR Air-source heal pump with mlrilmurn HSPF of 8.5 1b HIGH EFFICIENCY HVAC EQUIPMENT 7: CIDsed-loop ground source heat pump;with a minimum COP of 3.3 2'0 1c HIGH EFFICIENCY HVAC EQUIPMENT3: Ductless split system heat pumps,zonal control:In home where the prlmaryspace heating system Is zonal electric heating,a 1.0 ductless heat pump system shall be installed and provide heating to at least one zone ofthe housing unit. 2 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM:' All heatingand cooling system components installed inside the conditioned space.All combustion equipment shall be direct vent or sealed combustion.Locating system components in conditioned crawl spaces is not permitted underthis option. 1.0 Electric resistance heat Is not permitted underthis option.Direct combustion heating equipmentwith AFUE less than 80%is not permitted under this option. 3a EFFICIENT BUILDING ENVELOPE is Prescriptive compliance is based on Table 6-11 Option III with the following modifications:Window U:0.28 floor R-38,slab on 0.5 grade R-10 full,below grade slab R-10full or Component performance compliance:Reduce the Tartlet L1A from Table 5-1 by 5%,as determined using EO.1! 3b EFFICIENT BUILDING ENVELOPE 2; Prescriptive compliance is based on Table 6-1,Option IIi with the following modifications:Window U.=0,25 and wall R-21 plus 10 R-4 and R-38 floor,slab on grade R-10full,below grade slab R-10 full,and R-21 plus R-5 below grade basement walls,or Component performance compliance:Reduce the Target UAfrom Table 5.1 by 15%,as determined using E4,11 3c SUPER-EFFICIENT ULIILDING ENVFL0PG3: Prescriptive compliance is based on Table 61,Option iII with the following modifications:Window U.=0.22 and wall R-21 plus R-12 and R-38 floor,slab on grade R-10full,below grade slab R-10 full and R-21 plus R-12 below grade basement wolfs and R- 2.0 49 advanced ceiling and vault.OR Component performance compliance:Reduce the Target UA from Table 5.1 by 30%as determined using EQ.1.1 4a AIR I FAKAGE CONTROL ANQ EFFICIENT VENTILATION; Envelope leakage reduced to SLA of 0.00020 building envelope tightness shall be considered acceptable when tested air leakage is less than specific leakage area of 0.00020 when tested with a blower door at a pressure difference of 50 PA.Testing shall occur after rough in and after installation of penetrations of the building envelope,including penetrations for utilities, 05 plumbing,electrical,ventilation,and combustion appllances.AULAll whole house ventilation requirements as determined by section M1508 of the Washington State Residential Code shall be met with a heat recovery ventilation system in accordance with Section M1508.7 of that Code. 4b ADDIIIONAI AIR LEAKAGE.CONTROL AND EFFICIENT VENTILATION: Envelope leakage reduced to SLA of 0.00015 building envelope tightness shall be considered acceptable when tested air leakage is less than specific leakage area ofD.OD015 when tested with a blower doorat a pressure difference of 50 PA.Testing shall occur after rough in and after installation of penetrations of the building envelope,including penetrations for utilities, 1.0 plumbing,electrical,ventilation,and combustion appliances AND All whole house ventilation requirements as determined by Section M1508 of the Washington State Residential Code shall be met with a heat recovery ventilation system in accordance with Section M1508.7 of that Code. 5a EFFICIENT WATER HEATING: Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.62 OR Electric Water Heater with a minimum EF of 0.93 AND for both 0.5 cases All showerhead and kitchen sink faucets installed in the house shall meet be rated at 1.75 GPM or less.All other lavatory faucets shall be rated at 1.0 GPM or less x 512 HIGH EFFICIENCY WATER HEATING: Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.820R Solarwater heating supplementing a minimum standard water 1.5 heater.Solar water heating will provide a rated minimum savings of B5 therms or 2000 kWh based on the Solar Rating and Certification Corporation(SRCC)Annual Performance of OG-300 Certified Solar Water Heating Systems DR Electric heat pump water heater with a minimum EF of 2.0. 6 SMAI.L DWELLING UNIT 1: Dwelling units less than 1500 square feet in floor area with less than 300square feet of window+door area.Additions to 1.0 existing building that are lessthan 750 square feet of heated floor area.(Must complete attached glazing schedule to use this option. 7 LARGE DWELLING UNIT 1 Dwelling unitsekceeding 5000 square feet of floorarea shall be assessed a deduction for purposes of complying with Seclon -1.0 901 of this WSEC. 8 RENEWAHLE ELECTRIC ENERGY: For each 1200 kWh of electrical generation provided annually by on-site wind or solar equipment a OS credit shall be allowed, up to 3 credits.Generation shall be Calculated as follows:Forsolar electric systems,the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PVWATTs.Documentation noting sofaraccess . 0.5 shall be included on the plans. For wind generation projects designs shall document annual power generation based on the following factors:The wind turbine power curve;average annual wind speed at the site;frequency distribution of the wind speed at the site and height of the tower. See 6YSECbIa+e 91 torhavtnatcs TOTAL CREDITS FOR THIS PROJECT ; Q Gfj!zJnU SChedUle(Electronic version available at:h tp:!/www-energy v,�u.edu/Don,mentcipr cripjve Zonel.xl,5-X) Conditioned F"r Area Sure of UA for Heating System Slims �{ Surn of All Glizing Areas From Bolo-v Glazing to Fidor Area Ratio 602.7.2 Exception Ratio(not to exceed IDA)�� Exterior Doors t 6 Plan Component Door Percent Width Height Glazing Door poor ID Dencn tion Ref, U-factor Glnzad Ot. Fmt hdr FL4et W-th Area Aron UA O+tv Fntmvt SwIiwhsv Dow-=24 Swat Feat Sun of Glazing Ar",Door Area,and UA(do not Include exempt door) Area Weighted U-UA/Ana Sum of Area and UA for Heating system size only(Include exampt door) Vertical Glazing(Windows,Glazed doors using Exception 602.6 01) Plan Component Glazing Width Height Glazing IU Dfoccri tkxi Ref. U-factor Ut. l-"t may Foot U'a' Aron UA l �1 Ffz i27 u .5 i r r9 C' Sum ofAren and UA M 6n U r Area Weighted U UA/Ama overneaa Glazing Plan Component GI97�hg Width I-Wght 16 Gcccrf lion RoT_ V Ot, Fool�"t'Foot b�' A— UA Sum of Ana anO VA l� i OvuD•Glazeq aalrgen Wlnpowa section ap2.7.1 Cxceptlon Arva WelVnf►d Ll-UA/Arna R len Componem width Haight ID OebcriMinn Ve. Feat �' Feet t"`�' Aro>. U� S"m of Area Saar of Anna X 3(Thin tletat is BLdaM*tl¢arly included in the p/a:ing area Wal..) G/asoip UA for Heating SyoMM 3lzi Onry Arad x 0.03 1 Simple Heating System Size (Electronic version available at:bttn:!lvnmener y, i.edulDoct,ments/pr+esairiti_ve Zonel.x1-,K Indoor Design Temperature 70 Outdoor Design Temperature 24 Design Temperature Difference (ITT) AT=Indoor-C.rdoor Design Tamp 46 Conditioned Floor Area. Conditioned Volume Glazing Copy Sum of UA from Glazing Schedule Attic U-Factor X Area = UA R-49 0.027 2 f 7 R-38 Ad,.,3nre.-1 0.026 Single(Rafter or.foist Vaulted Ceilings U•Factor X Area - UA R-SB Vented 0.027 Above Grade Walls U-Factor X Area = UA R-21 0.056 J2 ,-1 Floors U-Factor X Area - UA R-30 0.029 1 , EJ Below Grade Walls 1 U-F ca or X Area = UA 2'Depth Walls 0.042 3.5'Depth Walls 0.041 .ef, o 7' Depth Walls 0.037 L1 D0 !ql 42 Slab Below Grade F-Factor X Length - UA - 2'Depth 0.50 3.5'Depth 0.04 7' De ptit 0.57 Slab on Grade F-Factor X Length = UA R-10 2' perimeter 0.54 R-10 Full - Heated 0.55 Sum of UA Envelope Heal Load �3 U Btu t Hour Sum ofVAXai Air Leakage Heat Load )K 72 3 Btu,t Hour t:'Llciume X 0-0)X AT)X.01b)) Building Design Heat Load s 5 5 Btu!Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load L.._J 3 SS Btu! Hour if ducts are to=teal in unconditioned space:Sum of Bui ding He=Loss X 1.1 s If ducts are located in conditioned space:Sum of Building Heat Lost X 1 Maximum Heat Equipment Output 150% � Dtu! Hour Bu7ding and Duct Feesw,Loss X 1.50 -T 0 awn 0 T e� lasso 01 L VAR ^ IM '-t-i (7 �q?� yti t r� U t`z df t -=} l V L.P°� t 2 , t rt x 'J 1 i ( ( J £1Y yf ,\ i � h S 71 'z h. $ tj jli '+. ` jl .iJ i>.a - ,.TO vim ti ( � HI r .S q ss S Dt3Y '�� (�"�i r"pl#'i+�P I `-r OAK " 3 E 2Ci' 73 n uj 0 fl Cl rr s Al § e 3 } \ L ` , 'A � i i 1 77 i s F ` 3 i x r 711:0 �J y i t ,. (E - S 1 ) i � r i tE t I. !E " •` { _..-_ ---- 2 4 . E , m i � ( f r E { a ��i - 4 t i ""�-` Imo' ,,k ` i d 1 _ , C j dnk ,., : �E � r � � --_-`a` 111 4 �_j - ( — — ` i d r n a it i ` i {' a tsl. Y L I .......... i��_7! 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