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Home My WebLink About17322 84TH AVE NE_BLD20120213_2026 p o y > ° O d o ° w 00 rQ r O rr'.� zp n � � 7� rxn o ¢ odd d d �• ,� It z �4 C 9 ° Cd o a d 1-4 � � � � d r) . > r) W 1l CD x o N 4� zo Property Address: 2 Ave Conditioned Floor Area 33 7-7 Date Builder or registered design proresslonal Gym-sfow U Slgnatare: R-Vahm Ceiling: Vaulted R- Floors Over unconditioned space R- Attic R- Slab on grade floor R- Walls: Abovegrade R- Doors R- Below,int. R- R- Below,ext. R- R- U-Factors and SHCC NFRC rating(or) Windows U- SHGC- Default rating Xhapte,iOwssC 2009) Skylights U SHGC- CAWter 9 Opden(4 Total Ci4px 9 Cmdkf Heaft Cooft ADemesne Hot Water System Type E111dency Heatins Coolin 11 . �' }( DHW 0 T VAal �S 1U ZGU Dart&Builfg Air Lealtgge All ducts&HVAC in conditioned space Gno) Insulation R- Test Method: Total leakage Leakage to exterior Air handler present Test Target CFM@25Pa Test Result �/ CFM[@25Pa Building air leakage target:SLA<0.00030-Tested leakage:SLA= O tske RmoveW EUergy Ekeh!e Pamw System System type: Rated annual generation Kwh Christopher Young To: JP Lampinen Subject: RE: Eagle heights 20 JP—I will not burden you with having to submit drawings and or additional permit fees. It can be assumed that the water service fixture loads will be adequate using low flow since the additional fixtures will be part of the primary dwelling. Christopher Young Building Official City of Arlington 360-403-3432 cyoun,g@arlingtonwa.eov J® "The importance of a strong building code is most evident after a disaster." From: JP Lampinen [mailto:jp@cornerstonehomes.us] Sent: Thursday, March 07, 2013 9:02 AM To: Christopher Young Subject: Eagle heights 20 HI Chris-Hope your day is going well,We have sold Lot 20 at Eagle Heights and they want to add a kitchen and laundry downstairs in the basement. Do we need to pay any additional fees for permits, if so let me know so I can get them in to you. Also we have told them that we will have to do the lowest flow fixtures possible and they were ok with that. All the fixtures will be 40% less flow than our regular fixtures.Thanks JP Cornerstone Homes PH 425-338-5888 1 CITY OF ARLINGTON 1� 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 PHONE:(360)403-3551 BUILDING PEIRM I T Address:17322 84TH AVE NE,ARLINGTON Permit#:BLD20120213 Parcel#:01089200002000 Valuation:$379,000.00 (.OWNER APPLICANT A 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#:CORNEHN9470A Exp:9/l/2012 PLUMBING CONTRACTOR MECHANICAL 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 DESCRIPTIONr SINGLE FAMILY RESIDENCE PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 3 CONST TYPE: V-B DWELLINGUNITS: I OCCGROUP: R-3 CODE: 2009 IRC OCC LOAD: N/A PERMIT APPROVAV"' 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/IRCI 10. SA TAX NO' � Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return Ib in .nd coded C y o Arlington#3101. I Sign t r Print Name to el ased By 67 ate ARCHIVE APPLICANT ASSESSOR OTHER BLD20120213 CONDITIONS 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. PIRMir FEES Date Description 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 INSPECTIONS BUILDING/ENGINEWING✓PARKS/UnLTI'IFS/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-Rderior • C-Framing • C-Insulation/Caulk • C-SheetrockNail • C-Building Final • C-Roof Drains • C-Underfloor BLD20120213 (PT-LIVE) - PerMitTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT#: BLD20120213 f' `� \! OWNER: CORNERSTONE HOMES NW, LLC STATUS: APPLIED ADDRESS: 17322 84TH AVE NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 8/27/2012 SCREENS: Select Screen... [] FUNCTIONS: Select Permit Function... _U 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 � ss https://coapermits.arlington.local/PermitTrax/Module_Permits/Permits_Permit/Permit Rev... 8/27/2012 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 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 (ED Mechanical Project Address: 17322 84th Ave NE Arlington, WA 98223 Parcel ID#: 01089200002000 Lot#: 20 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 14a24 City: Mill Creek State: WA Zip Code: 98082 Building Area(Sq Ft): 1st Floor: 1136 2nd Floor: 1474 3rd 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: 9ni2012 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 Numb _ NNOVCS895PM Expiration: 10/14/2013 I h eby ertify that the ove information is correct and that the construction on, and the occupancy and the use of the above- de cribed property w- e i a cordance with the laws, rules and regulation of the ate of W hington. ZZ2 ?� Ap c is Signatu54 Date tAj� L Print Applicants Name FOR STAFF USE ONLY d-Ozoi 2o2,13 l3_-�_ 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 Units Traps other than above items) Column Totals 18 Estimated Project Valuation Building Square Footage 3387 15t Floor 1136 2 d Floor 1474 3`d Floor Basement 777 Deck Garage 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 ressure in stre t ain psi. (Measure with gauge or check with Water Department) h reby certify that the ove information is correct and that the construction on, and the occupancy and the use of the above- de tribe property w' in ordance with the laws, rules and regulation off tth`e tate of ashington. Arts Signature Date 8 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: ❑✓ 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 Project Address: 17322 84th Ave NE Arlington, WA 98223 ParcellD#: 01089200002000 Owner: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Contact Person: JP Lampinen 425-338-5888 Phone Number: Cell Phone: 425-923-0926 Fax: E-mail: jp@cornerstonehomes.us Address: PO BOX 14424 Mill Creek State: WA Zip Code: 98082 City: 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' g P of ❑ Other Authorized Signature: `� Date:L �z For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other Inspection Required: YES ❑ NO ❑ RESIDENTIAL MECHANICAL PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) SETS OF SPECIFICATION SHEETS AND TWO(2) SETS OF WASHINGTON STATE ENERGY CODE(if applicable). Project Valuation: Project Address:17322 84th Ave NE Arlington,WA 98223 Parcel ID#: 01089200002000 Lot#: 20 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 _ 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: Snohomish State: WA Zip Code: 98296 Contractor's License Number: INNovcsa95PM Expiration: 10/14/2013 I hereby ertify that th ab a information is correct and that the construction on, and the occupancy and the use of the above- /describe property will e i actor ance with the laws, rules and regulation of the State of Washington. App7C /ar is Signature Date JP Lampin n Print pplicants Name AUG 2, 3 FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received 2010 CJY �Da-c� ►Zo2f 3 I 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 IMPOLH1023CA IMPOLA HOMES Construction General Unused 2/1/1998 7/30/2000 Archived INC Contractor BIGSKE"055CA BIG SKY Construction General Unused 2/1/1995 2/1/1998 Archived ENTERPRISES Contractor CORNEH"009N9 CORNERSTONE Construction General Unused 8/29/2000 9/3/2006 Re- HOMES Contractor Licensed Business Owner Information Name Role Effective Date Expiration Date IMPOLA,MICHAEL D Partner/Member 09/01/2006 Bond Information Bond Bond Company NamelBond Account N umberl Effective Date Expiration Date Cancel Date Im aired Date Bond AmountlReceived Date 1 DEVELOPERS SURETY 447589C 08/29/2006 Until Cancelled 1 $12,000.0009/01/2006 &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 03/01/2012 03/01/2013 $1,000,000.0002/29/2012 Insurance Co NEW 4 HAMPSHIRE 01LX0044146442 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 $1,000,000.0002/02/2010 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 Prititer 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 I 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 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 ISpecialty Effective Expiration License Name Type 1 Specialty 2 Date _ Date Status IIII 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 Bond Bond Company Name Bond Account Number Effective Date Ex iration Date Cancel Date Impaired Date Bond Amount Received Date 1 IRLI INS CO lismOO95363 06/05/2009 jUntil Cancelled I I I 512,000.0006/10/2009 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 $1,000,000.00 05/18/2010 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 $1,000.00 https:Hfortress.wa.gov/lni/bbip/Print.aspx 8/27/2012 -t Contractors or Tradespeople Pri'ter Friendly Page Page 2 of 2 PWADE00281 6/26/2012 18.106.020 IPLUMBER INFRACTIONSatisfied $1,000.00 PFRES00342 4/19/2010 18.106.020 PLUMBER INFRACTION Satisfied $1,000.00 IPWADE00282 6/26/2012 18.106.020(5)(c)RCW PLUMBER INFRACTION Satisfied $250.00 PWADE00285 7/2/2012 18.106.020 PLUMBER INFRACTION Satisfied $250.00 https://fortress.wa.gov/lnilbbip/Print.aspx 8/27/2012 1 Contractors or Tradespeople Printer Friendly Page Page 1 of 1 General/Specialty Contractor A business registered as a construction contractor with 1-60 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 INNOVCS901 PH 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 IVice President 10/14/2011 Bond Information Bond Bond Company NamelBond Account NumberiEffective DatelExpiration Date Cancel Date Impaired Date Bond AmountlReceived Date 1 1Developers Surety It 276403C 09/01/2011 Until Cancelled $12,000.0010/14/2011 llndem 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 lReceived 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 8/27/2012 r c N0 0 0 >= T �_ O P N 0 (/) o 0(n 00Mojoo m Z m . . m m m 00 _ ( m (D m II 66' L� II p0ON � NON N NO. p rn O ON N ON) O1 .� D D71— 0 Z d.�o rn 00 - i V, 01 M DECK PATIO W T r - - - - - - - - - - - - - - - -1}' O C) ® I 1 co O O ;u X m O 0) 3387 m O I Z e I ry r m I r 01 r = I ?0 O GARAGE co I W I I mm I _10_-61-1 i ODOD - ^� C - - - - -00 - PORCH- - 15, (0 r D 22' DRIVEWAY No n 1TI _ _ _ _ _ _ _ _ _ I'I _ - -- - -' - - - - _ ZN3W35V3 'lull G o a � n IIV 28.57 27.42' 1 o � N � 84TH AVE. N. E. "o n m � � a r �� Review Process Status Report Permit: ZON20120098 1002-P-Engineering I Assigned: MHAYES-8/2912012 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 no comments ' Total Time: 5 1014-P-Public Works I Assigned: MHAYES-8/29/2012 Complete? Y 08/29/2012 By: LTAYLOR Minutes: 5 Original Due Date: 08/29/2012 Action: CMP Y 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 COM N No comments Q8/28/2012 By: FRAPELYEA Minutes: 0 Original Due Date: 08/29/2012 Action: CMP Y 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 L,. no comments 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 1 fJ, Replace the brass fitting on the tail peace if missing --` Total Time: 10 2000-C-Building I Assigned: MHAYES -8/29/2012 Complete? Y 08/29/2012 By: CYOUNG Minutes: 0 Original Due Date: 08/29/2012 Action: CMP Y No issues Total Time: 0 2008-C-Community Development I Assigned: MHAYES -8/29/2012 Complete? Y 08/29/2012 By: BFECHT Minutes: 20 Original Due Date: 08/29/2012 Action: CMP Y transfered fyi's to BLDG permit Total Time: 20 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 Area setbacks required, ok to issue J Total Time: 5 9/10/2012 8:21:28 AM Page 1 of 2 1 I` 1 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: 11 Total Time: 50 9/10/2012 8:21:28 AM Page 2 of 2 ZON20120098 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 r r DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20120098 OWNER: CORNERSTONE HOMES NW, LLC STATUS: APPLIED ADDRESS: 17322 84TH AVE NE, ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 8/27/2012 SCREENS: Select Screen... - FUNCTIONS:' Select Permit Function... 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 https://coapermits.arlington.local/PermitTrax/Module Permits/Permits, Permit/Permit Rev... 8/27/2012 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: 8/23/2012 Address: 17322 8 h Ave NE Arlington WA 98223 Plat: Eagle Heights Div II Lot 20 Owner/Appli n Cornerstone yes NW LLC Signature: Z-Z,7 2� ification of accuracy add agreement to follow the City of Arlington Municipal Code Phone: (h) A25-338-5888 (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 9968 SF x 35% = 3488.8 SF 4. Actual Lot Coverage: (SF of all structures) 2242 _ _ 9968 (lot size) = 22 % (This square footage should include the footprint area of all structures on the property including: house, garages, sheds, covered patios, and decks permitted by the building code) 5. Septic Tank? No If so please provide Snohomish County Health Department approval and indicate on site plan. 6. How many trees greater than 12" diameter to be removed? 0 If any please indicate on site plan. 7. Describe Proposal (include cross street): Build NEW SFR OFFICIAL USE ONLY '4T PROPERTY ZONED APPROVED _� DENIED _ DATE �''` ` �,i. INT l t 11 v r GJ Nr r ram= v C NO O ODO -I -I mi C O in o 0(1) � Q D � ZN ° o0m Zm . . mom WO � 6 m --iq G) 00 8� _ omMm il ODN OD )NON O m N NO pA NON D � � V / r N G•'� � ZN I O = Z m D 5 , C i ,1 /� m /VVV J\ D = o m , y V, 01 rn 0 PATIO r - - - - - - - - - - - - - -- - -IY O o , 4 I W O O ;u J IN , X Z O m Im ' 3387 I n N) --I !8^,0�I 10'-6'- m 0 I of z , , N r m I N � n 0 i ? GARAGE W OD m co OODD A z OD y o 5' r OD 1`� 22' DRIVEWAY - - - -® OD - - - - - - - - - 1N3W35V3 '1LLf1 'dAl ,Ot ca .. p _a o � It'� 28.57' 27.42 N N-1, _L ze O AQ- O m m � 84TH AVE. N. E. 'J. M Property Summary Page 1 of 2 SnohomishbpllAY RS¢v¢rAm¢pt rprarmatl¢p s¢rYiFa3 County W Washington Printable Version Home Other Property Data Help Property Search>Search Results>Property Summary Property Account Summary Marcel Number 101089200002000 Property Address (UNKNOWN,UNKNOWN,WA Parties-For aha_pas_use'Other Property Da_ta'menu Role I Percen Name ]Mailing Address Taxpayer I 100 CORNERSTONE HOMES NW LLC PO BOX 14424,MILL CREEK,WA 98082 Owner I 100 CORNERSTONE HOMES NW LLC PO BOX 14424,MILL CREEK,WA 98082 General Information Property Description Section 24 Township 31 Range OS Quarter SW EAGLE HEIGHTS DIV 2 BLK 000 D-00-LOT 20 Property Category Land and Improvements Status Active,Locally Assessed Tax Code Area 00110 Property Charaeteristles__ Use Code 910-undeveloped Vacant Land Size(gross) 0.23 Ielated Properties l No Values Found ctive Exemptions No Exemptions Found [Please wait while your current taxes are calculated! Statement of Payable/Pald For Tax Year: 2012 Distribution of Current Taxes District Rate Amount ARLINGTON SCHOOL DIST 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 12.228570 579.75 endin Pro Values [Pending Tax Year Market Land Value Market Improvement Value Market Total Value Current Use Land Value Current Use Improvement Current Use Total Value 20131 40,0001 01 40,0001 01 01 0 Property Values Tax Year Tax Year Tax Year Tax Year Tax Year Value Type 2012 2011 2010 2009 2008 Taxable Value Regular 47,000 64,000 96,000 143,000 Exemption Amount Regular Market Total 47,000 64,000 96,000 143,000 Assessed Value 47,000 64,000. 96,000 143,000 Market Land 47,000 64,0001 96,000 143,000 Market improvement 0 01 0 0 Personal Pro ert „_ Levy Rate History Tax Year Total Levy Rate 2011 10.819828 2010 9.538274 2009 8.615033 Real Property Structures Descri tion a I Year Built More Information P_4erty,Sales(autos 7/31 1999 ransfer Date Receipt Datel Sales Price Excise Number Deed TypejGrantor(Seller) lGrantee(Buyer) Other Parcels https://www.snoco.org/proptax/(huu5l5fzz54ovl453kO4k4ug)/search.aspx?parcel number... 8/30/2012 Property Summary Page 2 of 2 �3/6/2012 13/23/2012 1$1,850,0001451142 113S IWASHINGTON FEDERAL SAVINGS CORNERSTONE HOMES NW LLC INO J2/26/2010 3/3/2010 112,693,0001320825 Ix HANSON BAKER LUDLOW DRUMHELLER PS WASHINGTON FEDERAL INO rM8000 o ert Ma si hborhood Code Township Ran a ectlon uarter Parcel Ma 31 05 24 SW V'ew nI ma s for thiswn I Receipts Date Receipt No. Amount Applied 03/26/2012 09:52:00 6466672 289.87 10/281201112:03:00 6377582 348.74 05/03/2011 11:22:00 6154905 348.74 10 28/2010 00:00:00 5842535 460.34 04/29/2010 00:00:00 5593368 1,156.391 05/05/2009 00:00:00 15123409 615.97 vents Effective Date Entr Date-Time Tye Remarks 03/06/201Z 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 Owner 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 02/26/2010 03/08/2010 Property Assigned To Property Assigned to Transfer/Sale.Filing No.:320825,Trustee Deed by sasset 15:15:00 Transfer/Sale 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/(huu5l5fzz54ovl 453k04k4ug)/search.aspx?parcel number... 8/30/2012 1 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Please use this checklist to ensure that all necessary information is provided for review of your project. ✓V One (1) completed Single Family Residential Building Permits Application _ ✓� Two (2) accurate fully dimensioned plot plans _V Two (2) sets of construction drawings Two (2) sets of engineered drawings and calculations (If required) Health Department approval of septic system Verification of Water and Sewer Availability from City of Marysville (if applicable) APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. 1 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 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 -� e zo 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/BuildingEfficiencV/EnergyCode.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 handier 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. 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) �. 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 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. P( 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 SUBMITTAL ` Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 01 The building permit does not include any mechanical, electrical or plumbing work. These permits are issued separately. These permits require a separate permit application. NTo 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. 1 acknowledge that'al items designat d submittal requirements must accompany my Building Permit Application to be/con idered a comp ete submittal. - 1 Signature: Date: Own /Owner' resentative Company: Corners on mes NW LLC Phone: 425-338-5888 6 NASH&ASSOCIATES ARCHITECTS PLAN 3387 BEAM, LATERAL & SEISMIC- CALCULATIONS 2512 REGIS;'Ef2u ARCfi! ' caAR 7 iWAS NOSH STA7 Of WASHINGTON AUG 2 3 2012 E 2009 IBC >� -D��►Zo� (� JANUARY 1, 2012 11644 N.E. 80th St. Kirkland. WA 98033 (425) 828--4117 Fax (425) 822-1918 Ar".NASH-ARCHITECTS.COM i NASH-ASS°QATES CLIENT: BEAM DESIGN DATA PROJECT: A R,("IIIT1:1CTS DATE. NAME: Roof Loads:' LL 25#/sf 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 = 650 PSI E = 1.300.000 Glu-Lam Beamw fv = 165 PSI fb = 2.400 PSI (reduced by size factor, CF#KI) E = 1,800.000 i 11844 N.E. 80th St. Kirkland. WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARClilTECTS.COI/ I i PLAN 2610 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 MASTER BEDROOM RB-1 Date:8/20/12 Selection 3-118x 12 GLB 24F-V4 DFIDF Lu=0.0 Ft Condition s NDS 2005 Min Bearing Area R1=7.0 in R2=6.3 in (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/240 TL Actual Defl L 1535 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in3 Shear in2 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(psi) Fv(psi) E(psi x mil Fc I (psi). values Reference Values 2400 240 1.8 650 Adjusted Values_ 2400 240 1.8 650 Adlustments 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 L Uniform LL:450 Uniform TL: 648 =A Point LL Point TL Distance 1850 B=3409 3.5 Uniform Load A Pt loads: 0 R1 =4546 R2=4120 SPAN=8 FT Uniform and partial uniform loads are Ibs per-lineal ft. i i I PLAN 2610 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 BEDROOM THREE R13-2 Date:8/20/12 Selection 3-1/8x 12 GLB 24F-V4 DFIDF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=9.2 fn2 R2=3.1 iri2 (1.5)DL Deft= 0.01 in Recbm 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 5996# Max Moment 5876'# Max V(Reduced) 5737# TL Max Defl L 1240 TL Actual Defl L/>1000 LL Max Defl L/360 LLActual Deft L/>1000 Attributes Section in' Shear in2 TL Defl in 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% Fh sr Fv(psi) E(psi x mil Fc 1 (psi) values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adlustments 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 j Loads Uniform LL:200 Uniform TL:250 =A Point LL PointTL Distance 4500 8=6685 1.0 i Uniform Load A Pt loads: EB] R1 =5996 R2=1985 SPAN=5FT Uniform and partial uniform loads are Ibs per lineal ft. 1 PLAN 26.10 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 Conditions NDS 2005 Min Bearing Area R1=5.4 in2 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 W Max V(Reduced) 3173# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear(in') 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 s1 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 NIA Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Uniform LL:200 Uniform TL:250 =A _Point LL Point TL Distance 1850 B=3409 1.0 I i _ Uniform Load A Pt loads: R1 =3372 R2=1326 SPAN=5 FT Uniform and partial uniform loads are lbs per lineal ft. i �� i PLAN 2610 BeamChek v2011 licensed to.Michael Johnson Reg#7992-66428 FAMILY ROOM B-1 Date:8/20112 Selection 3-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft dttions INDS 2005 Min.Bearing Area R1=9.2 in2 R2=3.3 in (1.5)DL Defl= 0.04 in Recom Camber-0.08 in Data Beam Span 7.0 ft Reaction 1 LL 4113# Reaction 2 LL 1698# Beam Wt per ft 7.97# Reaction 1 TL 59824 Reaction 2 TL 2128# Bm Wt Included 56# Maximum V 5982# Max Moment 5561 W Max V(Reduced) 5005# TL Max Defl L/240 TL Actual Defl L 1765 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear in' 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) Fv(psi) E(psi x mil Fc1(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 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 Ii Pt loads B R1 =5982 R2=2128 SPAN=7FT Uniform and partial uniform loads are Ibs per lineal ft. I I PLAN 26"10 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 NOOK B-2 Date:8/20/12 Selection 3-118x 9 GLB 24F-V4 DFIDF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=5.1 in2 R2=5.1 in2 (1.5)DL Defl= 0.04 in RecoPn Cambe -0.06 in Da La Beam Span 6.0 ft Reaction 1 LL 2430# Reaction 2 LL 2430# Beam Wt perft 6.83# Reaction 1 TL 3345# Reaction 2 TL 3345# 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/360 LL Actual Defl L/>1000 Attributes Section in' Shear in2 TL Defl 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) Fvjp.sD E(psi x mil) Fc-L(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Arliustments 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 Loa ds Uniform LL:810 Uniform TL: 1108 =A Uniform Load A RI =3345 R2=3345 SPAN=6 FT Uniform and partial uniform loads are Ibs per lineal ft. i PLAN 2610 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 KITCHEN B-3 Date:8120112 Selection 3-118x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft C n 'ion NDS 2005 Min Bearing Area R1=3.8 in' R2=5.1 in (1.5)DL Defl= 0.05 in Recom Cambe-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/360 LL Actual Defl L/>1000 AttribuN 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 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 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 I H ' Pt loads: B R1 =2460 R2=3345 SPAN=5 FT Uniform and partial uniform loads are Ibs per lineal ft. ', 1 PLAN 2610 BeamChek v2011.licensed.to:Michael Johnson Reg#7992-66428 DINING ROOM B-4 Date:8/20112 Selection 5-118x 10-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min'Bearing Area R1=5.7 in' R2='5.7 in (1.5)DL Defl= 0.10 in Recom Camber—0.16 in i?gLa Beam Span 12.0 ft Reaction 1 LL 2880# Reaction 2 LL 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 W Max V(Reduced) 3142# TL Max Defl L/240 TL Actual Defl L/405 LL Max Defl L/360 LL Actual Defl L/573 Attributes Section in' Shear inz TL Defl in LL 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 (psi) values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adiustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr 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:480 Uniform TL: 600 =A Uniform Load A .� R1 =3678 R2=3678 SPAN=12FT Uniform and partial uniform loads are Ibs per lineal ft. i t i PLAN 2610 BeamChek.v2011 licensed to:Michael Johnson Reg#7992-66428 LIVING ROOM B-5 Date:8120/12 Selection 3-118x 10-1/2 GLB 24F-V4 DFIDF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=5.7!nz R2=3.9 in'. (1.5)DL Deft= �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 Defi L 1>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear in2 TL Defl in LL Def! 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 Adjusted Value_s_ 2400 240 1.8 650 Armaments 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 LL:200 Uniform TL:250 =A r Point ILL. Point TL Distance 4100 B=5596 1.0 Uniform Load A Pt loads: 1 B 0 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-8/20112 Selection 571/8x 10-112 GLB 24F-V4 DF1DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=62 in R2=6.2 in' (1.5)DL Defl= 0.13 in Recom Camber--0.19 in C Beam Span 10.5 ft Reaction 1 LL 2625# Reaction 2 LL 2625# 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 inl 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 i (psi) Values Reference Values 2400 240 1.8 650 Adlusted 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 LL:500 Uniform TL:760 =A 1 i i t i Uniform Load A � � I R1 =4059 R2=4059 SPAN=10.5 FT Uniform and partial uniform loads are Ibs per lineal ft. 1 1 - I i PLAN 2616 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 BASEMENT BB-1 Date:8120/12 Selection 5-118x 18 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=16.61n2R2= 16.2 in2 1,1.5)DL Defl= 0.1,5 in Recom Cambe -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 1240 TL Actual Defl L/366 LL Max Defl L 1360 LL Actual Defl L/515 mtribufes Section W 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 Adlustments 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 H Pt loads: R1 =10780 R2=9900 SPAN=16FT Uniform and partial uniform loads are lbs per lineal ft. i i 1 NASH-ASSOCIATES CLIENT LATERAL DESIGN DATA .PROJECT. rttTLc;Ts 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 hind Pressure: ps = (A)(1w)(p.) Base Shear. V -1.2 SdS(W) where X = Exposure Factor where: Cs = Seismic Response Coefficient Iw = Importance Factor W = Efficient Seismic Weight p�w = Base Design Pressure (SS)(Sa) / R = (Ca) SITE/PROJECT SPECIFIC VALUES: SITE/PROJECT SPECIFIC VALUES: Basic Wind Speed - 85 mph (V )32 Ss - L5 per USGS SI - 0.90 per USGS Site Class D2 (Default) X = 1.00 Exposure "B" (<30') Seismic Design Category D iw - 1.00 R - 6.5 from Section 12 P no= FROM CHAPTER 6 1 - 1.00 Cs = 0.150 per Section 12 C 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" Dia. X 10 A307 or better. w/ 7" min Embedment. V m 1104 #/bolt CONCRETE DESIGN per Chapter 19 do ACI 318-02 concrete ire - 2500 psi rebar fy - 40.000 psi MISCELLANEOUS HARDWARE SIMPSON Strong-tie Connectors or equal 11644 N.E 80th St. Kirkland, WA 98033 (425) 828-4117 Fax '(425) 822-1919 WWW.NASH-ARCHITECTS.COM i 1 I I , 1 II I I I it I I I ii I I � 1 II i i I I I III I 1 I I I i i I 61 V l 1 I I 1 i i II r 1 II I ' I I I I ► I I I I II I I I I II I 1 - Y II I I I I I I I I I I I I1 i 1 _ ► - I I I - - I I I t I 1I I I lk O/� �- v � n p *e � I' I � '� I a J F1 L 19 h� V � r i i NASH, JONES CLIEW. ANDERSON LATERAL CALCULATIONS PROJECT. WIND 'WORKSHEI T DATE: ArcWPER IBC �) NAM t"`�' �`�d1"� 85 M.P.H. P = 15.9 PSF FRONT ELEVATION _ LEFT n"ATION REAR ELLEVATION RIGHT ELEVATION LOCATION TOTAL SHEAR FORCE (#) SHEAR CND W = H x (see chart for wind pressure WALL S S1IF;AR 0 specified height) L 9 LENGTH (ft) (#/ft) TYPE �_uh 70k r2.�I � ------------------ 2 - Z r-4XI Z-Y/ l-q ( d53 I?S Z76 P1-611 Mot v (Z akt k-145 3 (n ?WIN l o�frf qD I 75 PI-6 11 ✓� x okl�•� IS; �l_G!� 11844 X.E. 80fh St Kir]clarid, WA 98033 (425) 828-.4117 ftr (42.5.) 822-1918 /J WWW-NASHJONESANDERsoN.COM REVISED CAPEC0D\Dj4G\DLOCKS\STRUCTURAL\CALC—SHEETS- CLIENT: NASK JONES SEISMIC ANALYSIS PROJECT: ANDERSON PER IBC O tI DATE: NAME: Architects do Miners 1 Weight of Building: Roof Assembly: Asphalt Shingles - 2.00#/ft Cedar Shakes - 2.25#/ft Tile '- 9.50#/ft Felt - 0.15 #/ft Felt - 0.15 #/ft Felt - 0.15 #/ft 1/2" Plywood - 1.50 #/It 1/2" Plywood - 1.50 #/it 1/2" Plywood - 1.50#/ft Trusses @ 24" o.c. - 1.75#/it Trusses 0 2e 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 m/ft 1/2" GWB Ceiling - 2.00#/it 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#/it 3/4" T&G Plywood - 2.50#/ft 2x10 0 16' o.c. - 2.30 191/ft 2x10 @ 16" o.c. - 2.30#/ft 1/2" GWB Ceiling - 2.00#/ft 1/2" GWB Ceiling - 2.00#/ft Total 7.30#/ft Total 9.30#/ft Use 10.00#/ft Use 10.00#/ft Interior 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 - 1.50 #/ft 1/2" GWB - 2.00#/ft 2x6 @ 16' o.c. - 1.3'7 #/ft Total 5.10 #/ft R-21 Insulation - 2.10 #/it 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 i 11644 NX 80th St. Kirkland, WA 980M (42.5) 828-4117 Fax (425) 822-'1918 WWW.NASHJONESANDMON.COM S� CLiEN1: 7� 'NASH, JONES SEISMIC ANALYSIS PROJECT: ANDERSON PER IBC / DATE: NAME ArcUisc e x Plannm 2 SEISMIC: V = (Cs) (Wdl) (Plywood) 2nd Level• q Roof: (Asphalt / Cedar Shake) SO#/ft X__.L_,i.�{sf = or (T o 18#/ft X sf = Exterior Walls: L x 10#/sf x 1/2 (h) /� Ok- (ok- (V (E� Interior Walls: L x 8J/sf x 1/2 (h) /&o)(- g V (I2) TOTAL 272 1 d 1st Level• #� / Roof: (1st floor Roof) 10#/ft X v O sf = ! 0 0 O 2nd Floor. 10#/ft X c sf —�/L/ Exterior Walls: (E2) + L x 10#/sf x 1/2 (h) Interior Walls: (I� + L x 8#/sf x 1/2 (h) rajZv /00 TOTAL LSD Basement: lot 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 i 11644 N.E. 80tli St. Kirkland, WA 98033 (426) 828-4117 Fax (425) 822-1918 WBW,NASHJONESANDERSON COM , -REVISED CAPECOD\DWG\BLOCKS\STRUC'1'UIZAL\CALL-SI-IEETS- I r CLM ANNASH, SON SEISMIC ANALYSIS PROJECT: ANDERSON PER IBC C)� DATE: NAME: ArAltectr k Planner. 3 — BASE SHEAR: V = (C,) (Wal) /J Plywood LF.VF!i. 2: Wdl L 1 -7 # x 0.166 - � LEVEL"1: WillU r t/ i/ s 0.166 = `7 17 TOTAL Wdl x 0.166 = _(V) Level Dead Load Bel Moment Shear @ Stor Wdl) h) )(h) Fx = [(Wdl)(h)T�T Remarks (Wdl)(h) job, 3 3� y� Total 11644 N E. 80th St, Kirkland, WA 98033 (425) 828-4117 Fax (425) 822 4910 W"NASHJONESANDERSON.COM REVISE] CAPECGD\DWG\BLOCKS\STRUCTURAL\CALC-SHEETS- i CLIENT NAsx, JoNES SEISMIC .ANALYSIS PROJECT ANDERSON p PER IBC � 1 DATE: _ r NAME: Architect.&Planner. 4 W .d 00a x o w x tQ r r4 a W oto a �" x N w 11644 NX. 80th St. Kirkland, WA 08033 (425) 828-4117 Fax (425) 822-1918 WWW.NASHJONESAND.iFMON.COM Lm REVISED ; CAPECOD.\DWG\DLOCKS\STRUCTUI:AL\CAI.C-SREPPS- CUMM. NASIL JONES SEISMIC ANALYSIS PRO S ANDERSON PER IBC Q 1 DATA MULL- 6 Redundancy Factor (p): 1. Maximum allowable wall shear for p<=1 Vumax = (2)(Vacc story)/Ab 112 6o0 �o 2. Maximum actual shear Vmax = Largest seismic wall shear 2, p = 2—[2(Vaccstorp)/(Vumax)(Ab 1/�) 2 _ Z (gi3 ? ) -1 t�y(,� J z ID i 11644 N.E. Both St. IGrklnad. WA 980" (425) 828=4117 Fax (425) 822-1918 I WWW.NASHJONEISA14DERSON.COM REVISED - CAPECOD\DWG\BIBCKS\STRUCTURAL\CALC-SHEETS— 12009 WSEC Residential Compliance Permit Number: �1 ��L3� ivy.�ZrNI:. tkC^z•r }+',yJ ~ 1; Z'-gy � 1�ii.�y'' t.�%i ' u'ct:�aa�.x�u x.;.�ox,��. General Infonnatlon Address: pt4 AJ Check the box for the applicable: .lob Type: 0 New ❑Addition ❑ Remodel Conditioned Sq.Ft.: 3 g7 Heating Fuel: ❑Electric ❑LPG(Propane) OGas ❑Other Fuels Heating System: XForced Air ❑Room Heaters ❑Hydronic ❑ Omer_____ 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.energy.wsu.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. r 2009 WSEC &IRC Ventilation One&Two Family Dwelling Unit Prescriptive Compliance Form This set of forms has been developed to assist permit applicants documenting ccmpliance with the 20D9 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 prescr, tive re uirements: Glazing Glazing U-Factor Door' Wall wall• wall• Opon AreaY°: U- Ceiling' Vaulted Above int' ext' Floors S ti on %of floor Vertical Overhead' Factor Ceiling" Gradeu Below Below Grade6 Grade Grade I. 13°!o 0.34 0.50 0•20 R-38 Adv. R-21 R-21 R-10 or R-49 R-38 Int! TB 2' R-3Q 2' II. 25% 0.32 0.50 0.20 R-38 Adv, R-38 R-21 R-21 R-10 R-30 R-10 or R-49 Int. TB 2' R-38 Adv. R-21 R-21 R 10 M. Unlimited 0.30 0,50 0.2Q or R-49 R 38 Int' TB R-10 R-30 2, See WSECtablle 6-1 for JiMMolps 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. WSEC 505.2 Glazing Schedule Attached to Document Please checkthe 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 submitted. 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) Whole House Ventilation(Prescriptive) 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 Forted Air System. (IRC M1508.5) 3. Intermittent Whole House Ventilation using a Supply Fan. (IRC M1508.6) i ❑ 4. Intermittent Whole House Ventilation Using a Heat Recovery Ventilation System(IRC M1508.7) ,Source Specific Exhaust Ventilate ion 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 Intermittentl operating 50 dm. 100-cfm' Continuous operation 20 efm 25 efm f i Chanter 9 opti-ons 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 1a HIGH EFFICIENCY HVAC EQUIPMENTJ: 10 /iC? Gas.propane or oil-fired furnace or boiler with minimum AN of 92%2R Air-source heat pump with minimum HSPF of 8.5 1b HIGH EFFICIENCY HVA(,EQIJIPMENT 7: 20 Closed-loop ground source heat pump;with a minimum COP of 3.3 lc HIGH EFFICIENCY HVAC EQUIPMENT 3: Ductless split system heat pumps,zonal control:In home where the primaryspace heating system is zonal electric heating,a 1.0 duedess heat pump system shall be installed and provide heating to at least one zone efthe housing unit. 2 J HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM:` All heating and cooling system components installed inside the conditioned spare.All combustion equipment shall be direct vent or sealed combustion.Locating system components in conditioned crawl spaces is not permitted under this 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 1_• Prescriptive compliance is based on Table 6-1,Option III with the following modifications:Window U 0.28 floor R-38,stab on 0.5 grade R-10 full,below grade slab R-10 full or Component performance compliance:Reduce the Target UA from Table 5-1 by 5%,as determined using EQ•1,' 3b EFFICIENT EIMILDING ENVELOPE 2: Prescriptive compliance is based on Table 6-2,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-10full,and R-21 plus R-5 below grade basement walls,or Component performance compliance:Reduce the Target UA from Table 5.1 by 15%,as determined using EQ.11 3c SUPER-EFFICIENT BUILDING ENVELOPF 3: Prescriptive compliance is based on7able 6-1,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-10 full,below grade stab R-10 full and R-21 plus R-12 below grade basement walls 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.' 4a AIR I FAKAGE CONTROL AND EFFICIENT VENTHATIOJ_• 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, 0.5 plumbing,electrical,ventilation,and combustion appilances.AULAiI whole house ventilation requirements as determined by Section M1508 of the Washington State Residential Code shall be metwith a heat recovery ventilation system in accordance with Section M1S08.7 ofthat Code. 4b ADDITIONAL 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 ofo.00015 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, 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 M3508.7 ofthat Code. Sa EFFICIENT WATER HEATING: Water heating system shall include one of the following: Gas,propane or oil water heaterwith a minimum EF of 0.62 OR Electric Water Heaterwith 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? 5b HIGH EFFICIENCY WATER HEATING: Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.82 OR Solarwater heating supplementing a minimum standard water 1-9 heater.Solar water heating will provide a rated minimum savings of ES therms or 2000 kWh based on the Solar Rating and Certification Corporation(SRCC)Annual Performance of OG-300 Certified Solar Water Heating Systems OR Electric heat pump water heater with a minimum EF of 2.0. C SMALLOWELUNG UNIT 1: Dwelling units less than 1500 square feet in floor area with less than 300 square feet of window+door area.Additions to 10 existing buildingthat are less than 750square feet of heated floorarea.(Must complete attached glazing schedule to use this option. 7 LARGF DVJFLLING_UNIT 1 Dwelling units exceeding 5000 square feet of floorarea shall be assessed a deduction for purposes of complying with5ectlon -1.0 901 of this WSEC. . g RENEWABLE ELECTRIC ENERGY: For each 1200 kWh of electrical generation provided annbally by on•stte wind or solarequipment a 6.5 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 solar access 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_WSECtabl'e 9:1 farfaptnates TOTAL CREDITS FOR THIS PROJECT Q Gli?ixing Schedule(Electronic version available at:hU;Ilwww.energy.wstl edu/Do-�I)m n ./Prescriptive Zonei.xiS Conditioned Floor Area Sttm of UA for Hating System SWng��((Z(� Surn of All GlaWng Areas From Belo Glazing to Floor Area Ratio 602.7.2 Exception Ratio(not to exceed T Exterior Coors t Plan Component Door Percent Width Height Glazing Door Dour 1D Doscri ption Ref, L/-factor Glazed Oi. Feel ha'Feet k'y' Arez) Aren UA One Emwni l 3wtltgurg Dmn,2-1 3wraa Feet Sean of Glaring Area,Door Area,and UA(do not ine/ude exempt door Ana Weighted U-VAIAna Sum of Area and VA forHeatingsyst;em size only(1helsfdo exornpt door) _ Vertical Glazing(Windows,Glazed doors using Exception 602.61m) Plan Component Glazing Width Height Glazing Ip Dvccri tbn Rot. U-factor Qt. f-"t h1l,Feet 1*4h Area UA 7.7 - i ,5 f /f 14 � Sum of Area and tJA S6n to r Area Wofghtod U+UA/Ana cverneaa ctazeng Pion Component GI97Jng Width Haight ID D000r' tlan Ref. U Oi. Foot Fo.- Alvan UA Sum ofArw arxt UA Ar#&WeIghtad LI a UA/Arnw Doug•Gtazeq Garden Windows 9ectlon 602.7.2 Cxwpttnn Plan Ct7R\ppI'ICnt Width Height ID De•eeri.i Qt. Fact k" Fe-ce'"h hrrt� L A S"m or Arap mum of.Area X 3(This tefN is aulerrfedeof/y included In the Vj&xIAaarms total.) G/azdfp VA for Heating 5yatfm-U{zI Only Area X 0.03 I SiI71pie Heating System Size (Electronic version available at:htta:((vnnv.eneray.wsu.edu/DoalmentslPmscrintive ne1l x� Indoor Design Temperature 70 Outdoor Design Temperature 24 Design Temperature Difference(A-T) AT=Indoor-Outdoor Design Temp 46 Conditioned Floor Area Conditioned Volume Glazing Copy Sum of UA from Glazing Schedule Attic U-Factor X Area = UA R-49 0.027 V 2 r f R-36 Aa.,anced 0_020 Single Rafter or.foist Vaulted Collings U-Factor X Area a UA R-3$ Vented 0.027 Above Grade Walls U-Factor X Area = UA R-21 0.056 - ► 1Z3, Floors U-Factor 1 X Area - UA R-30 _ 0.029 �1 Below Grade Walls U-Factor X Area = UA 2'Depth Walls 0.042 3.5' Deptl-6 Walls 0.041 7' De;th Walls �Q_ 0�7 yQ�1 Slab Below Grade F-Factor X Length - UA 2'Depth 0.50 3.5'Depth 0.04 7' D?:ih 0.a7 Slab on Gracie F-Factor X Len th = UA R-10 2' perimeter 0.54 / r R-10 Full- Heated O.SS Sum of UA 1 f5Z,-r7 Envelope Heal Load O o 3 U Btu t Hour Sum ofUAXa—1 Air Leakage Heat Load 2 a Btu t Hour (,;Valumu X u.6)X AT1 X.416)j Building Design Heat Load 555 Btu!Hour Air Leakags+Envelope Heat Coss Building and Duct Heat Load r_ 3 S 13tu!Hour If duds are located in uncandiaoned space_Sure of Bul ding Hsa,Loss X 1.15 If ducts are located in conditioned space:Sum of Building Heat Lost X 1 Maximum Heat Equipment Output 150°!0 3 Btu! 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