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17307 84TH AVE NE_BLD20120154_2026
01,11- BUILDING INSPECTION REPORT G1 C v ��� Permit No. Address: 1"7 30-7 $q-t"- ter,. o Contractor: CoMe r�r?e_ -ING� Owner: Date: APPROVAL Ij PARTIAL APPROVAL ® VIOLATION Eq 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: a' -, t� ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry At-Drainage ® Insulation ® Other: dow,x'ae0% V- MA BUILDING INSPECTION REPORT ZXV Y 0 Permit No. f"j7'I Address: �] 96-7 }- �,p p� Contractor: Cor�P�Ys�rrt- ltNG'� Owner: �r-ne�Sfu , Date: APPROVAL PARTIAL APPROVAL ® VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before 4V 1-4 Inspector: Date: ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation 'Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: y � nz � 0 (D > tTl x � > drD a > o cU) z ° O d zfq (D�J n � yHS � � z � a > rfl tt (D O z r) z � z > o rn C7 o z C� Qi H > o z �o n r d z , 1 do ° ram 5 [ O Z r r o C7 C7 Q m I z � `� r) n r � � ° ° N � oo � r W z cn d O x No n z Q 1 s Property Address: /-�-?U3 9 ('rq&,,4 VE A t i(-,q in %223 Loi to Conditioned Floor Area Pe qE;3 Date /2-b i 2, Builder or registered design professional Ca✓K e✓S�6 �. a �-/a k.c S Signature: Q ` B-I'alues Ceiling: Vaulted R- Floors Over unconditioned space R- Attic R- Slab on grade floor R- Walls: Above grade R- Doors R- Below, int. R- R- Below, ext. R- R- U-Factors twd STIGC •• NFRC rating (or) Windows U- SHGC- Default rating(Chapter 10 wsEc 2009) Skylights U- SHGC- Chapter 9 Option(a) Totrd Chpt. 9 Credits Heaffitg, Cooling & Domesdc.l'Tot Mater System Type Efficiency • Heating G� �,� /,,cam (S;ri-Lace Coolirl `V DHW l�i n I e �4s 407- Dtuct& BuuUt ing Air Leakage All ducts &HVAC in conditioned space (yes @) Insulation R- Test Method: Total leakage _Leakage to exterior XAir handler present Test Target CFM@25Pa Test Result CFM@25Pa Building air leakage target: SLA<0.00030 - Tested leakage: SLA=6�pGdLq(, Onvite Renewable EneW,Electic PofverSystent System type: Rated annual generation Kwh I r 0100" A ,04000 ze000-10400 MAG L-L-AN Insulation Certificate/Attic Card/SLA Testing Batts and Blankets Thermal Performance(Attic Application) When Installed In accordance with the manufacturers The stated thermal resistance(R-value)Is provided by Installing in accordance with the manufactuers Instructions,the required number of bags recommendations.Knauf balls and blankets will provide per 1,000 sq.ft,of net area,at not less than the labeled minimum thickness. Failure to Install both the required number of bags and at least the the full R-value. minimum thickness will result In lower Insulation R-value. =Va -•„ agall.000 sa-ft `19M6116Thickness To Obtain An insulation (Installed Insulation should not To Obtain an Insulation The number of Contents of this bag should not The weight/SF of Installed Installed Insulation should resistance(R-Value)of: be less than: resistance(R-Value)of: bags/1,000 SF of net cover more than: Insulation should not be not be less than: area should not be less less than: R-38HD 10.25" R-60 31.7 31.5 SF .952 LBS 19.75" R-38HD 12.00" R-50 25.8 38.7 SF .774 LBS 16.75" R-30HD 8.25" R-44 22.1 45.3 SF .663 LBS 14.75" R-30 10.00" R-38 19.0 52.7 SF .569 LBS 13.00" R-26 9.00" R-30 14.4 69.7 SF .431 LBS 10.25" R-22 6.50" R-26 12.4 80.9 SF .371 LBS 9.00" R-21 HD 5.50" R-22 10.4 95.8 SF .313 LBS 7.75" R-19 6.25" R-19 8.9 111.8 SF :268 LBS 6.75" R-15HD 3,50" R-13 6.1 1 164.3 SF .183 LBS 1 4.75" R-13 3.50" R-11 5.1 1 197.6 SF .152 LBS 1 4.00" R-11 3.50" Bag Weight-Nominal 30 lbs.,Minimum 29 lbs. This product comforms to the performance requirements of ASTM C 704,Type I,and cancelled R-8 2.60" Federal Specification HH-1-1030B,Type I,Class B. R-Values are determined In accordance with C 687 and C 518. "'R"means resistance to "R-18 In a 5.5"cavity.Conforms to AS T M C665 and heal Dow. The higher the R-value,the greater the Insulation power. To get the marked R-value,It Is essential that the Insulation be Installed Federal Specification HH-1.521 F. properly. If you do It yourself,get instructions and follow them carefully. 2009 wSEC Residential Energy CompllancfLCertlfcots-BuIldiOg Alr heakage� Framing Adjustment - - To compensate for framing members,the number of bags per 1,000 sq.ff.of area to be Building Air Leakage target: SLA Less than 0.00030 Insulated should be as shown below, R, pluI Jo,lst,; Bns/MSFJ "OX SF�24"O:C. Tested Leakage SLA: _ Dlmpntlons' iFram(nq. aamtng 2x4 31.2 31.3 Building Analyst Technician : Roscoe Day BPI#CAN1051 S R-60 2x6 30.8 31.1 2x8 30.5 30.8 2x4 25.3 25.4 R-50 2x6 25.0 25.2 R-Valua Standard 2x8 24.6 26.0 Attic Area R 49 49 2x4 21.5 21.7 Sloped Ceilings R. 38 38 R-44 2x6 21.2 21.5 Walls R• 21 21 2x8 20.9 21.2 Floors over an unheated crawls ace) R- 30 30 2x4 18.4 18.6 R-38 2x6 18.1 18.4 Completed as of: 10/2612012 2x8 17.8 18.2 2x4 13.8 14.0 Site Address: Eagle Heights lot 10 R-30 2x6 13.5 13.8 17307 84th Ave NE 2x8 13.3 13.6 Arlington,WA 98223 2x4 11.9 12.0 Home Builder R-26 2x6 11.6 11.8 Signature: 2x8 11.3 11.6 2x4 9.9 10.1 Home Builder Cornerstone Homes NW LLC R-22 2x6 9.7 9.9 Address: P.O.Box 14424 2x8 9.7 9.7 Mill Creek Wa 98082 2x4 8.5 8.6 R-19 2x6 8.2 8.4 2x8 7:9 8.2 Insulation 2x4 5.6 5.8 Contractor: -Magellan Insulation R-13 2x6 5A 5.6 22706 58th Place South 2x8 5A 5.4 Kent,WA 98032 2x4 4.6 4.7 R-11 2x6 4.3 4.5 2x8 4.1 4.3 GTI� O ON 3 ARLIt,4FON. 9a22 wp` r 238 N.OLYMPIC AVE "�LINOT 403.3551 PHONE:(360) 4 permit#:BLD2012015 BUILDING P ERMIT Valuation:5�79'000.00 Address:17307 84'TAAVEn ARLINGMN R Parcel#:01089200001000 OLIO HOMESNW,LLC coltAPPNER�IMP oLA CORNERSTONE HOIVIESNW L C MtC4424 CORNERSTONE HOMES NW LLC BOXOX l WA JP LAMPINEN MILL CREE 61;N947op Exp:91112o12 PO BOX 14424 Lic#;CORN MILL CREEK,WA 98082 TIi C0 R' M INNOVATIVE COMFOR I SYST 1' ADVANCED PLUMBING INN O INNOVATIVE CARTER 9630 145TH ST SE 17405 SNOFIOMIStI A� SNOHOMISH,WA 98296 SNOHOMISH,WA 98296 I0/1412013 Lic#:ADVANPL917LS Exp:6/10/2013 Lic#:INNOVCS895PM Exp 13 s ��R 59S$a�' q FU 93 �1' it Residence New SINC$EFAMILYRESIDENCF, 2453 SQ.FT., IS FLr1070 s ft.,2N Single pam y P ERMtT GROUP V B CONST TYPE: R_3 PERMIT TYPE: Residential OCC GROUP N/A STORIES: 2 OCC LOAD- ORIZBI DCODE:LINGUNITS: 2009IRC R ION AND 1N DOING TIN 11,6 GOON REL op A ING T CUNS"iRUCToF THE STATE OF ND yE PAID• T Y3E LAB CODE UT Y A pLL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGUL'A GR pEESA THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION �F ICIAL ORHISIHERDEp ND AppgOVAi 0 WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. L GOFp,FINALINSPECTIO HAS BEEN MADE A T HIS AP P LICAT ION IS NOT A PERMIT UNTIL SIGNED BY THE 13UI DIN N �r1T1L our sales tax r IT ISUNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE O eria must be reported on y CERT CATE OF PANCY HAS BEEN GRANTED.IBC 10/ IlZ 1 1 is in the City of Arlington E r 8 IN TANNO C : lestax relating to construction and constuction' mat 12 f rm a coded Cit o Arlington#3101. -771"9 �- Rateased B Signature Print Name D e OT1� p.SSFSgOR ARCtUVE APPLICANT THIS PERMITAUT11ORIZES ONLY PUBLIC DO/H,WnRv NivlEO, n y in 2 o 120154 URB THIS PERT OO• FYI: S. SIDEWALKS, VERS WORK T DRIVEWAYS,W4R I(-ro E DONE PeTEq'Utilities 360 T •1 WILL ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON hIE ' Protect et 403-3506 REQUIRE SE pgRATE PERMISSION. PERMISSION.* - meter bo xa»d tail piece. Replace the b leer C.Y-Building 360 40,_ S"Redlined drawings '3432 brass compression fitting on the tail ' • peace ifmissing. 1114 nrch supply.ng s require a 1 inch meter Building drain nth a • must be 4 inch G/2 Description PF]4.1.1rr Si:.U12 Plumbing Pertiut Fee F 612812012 Mechanical Pe 6/28/20/2 nnic Fee 6/28/2012 Building Permit Fee Pue 6/28/2012 Budd' (QTY.'1) ,� State Building Plan Check Fee $277 0- Paid gnlance 7-00 (QTY:1) $120.00 $277.00 Code Surcharge $0.00 $120.00 (QTy 1) $2,557.82 $0.00 $2,557.82 $1,662.58 $0-00 Total D $1,G62.58 ue: $4.50 $0.00 $4.50 $4,621.90 $0.00 $4,67.1.90 CALL $0.00 QUILD/NGj�,GIN�R11NC✓P�R 11VSP>X*Tj�NS , V►ren callingAR({,S/1fITt, for an inslrectio F'BE(360)403 ,E/FjN`�L(360 requested,Contactn Mease lean file roll ot - -3607 )435'0674 Name and Phone Nu g infor mber,Date Pre erne Permit Number J ti C Footings (t and Kfiether youob Site GFoundation pt.eferq ess,7 oT�spection being C Foundation Wall in or afternoon. C Plu Drainage GPlun b mound Work Rough It, GC�as Test/Pipe C Bquipment-MechanicaI C Shear Nailitng. C Ftarni erior 'lung Ghtsulation/Caulk C-Sheetrock Nail =Building Final =RoofDrains `Und erlloor BLD20120154 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT #: BLD20120154 OWNER: CORNERSTONE HOMES NW LLC STATUS: APPLIED a* ADDRESS: 17307 84TH AVE NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 6/27/2012 _ SCREENS: Select Screen...- FUNCTIONS: Select Permit Function... SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVIE... DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 2000 C-Building I CYOUNG 7/3/2012 0 Y N Assign Remove 2008 C-Community Development Imo`-BFECHT 7/3/2012 0 Y N Assign Remove https:Hcoapermits.arlington.local/PermitTrax/Module_Permits/Permits_Permit/Permit_Rev... 6/27/2012 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 Dle) -eU 17307 84th AVE NE Project Address: Parcel ID#: -A469�DOOT0h19 Lot#: )( to Subdivision: Eagle Heights U t i/-rf 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:JPLampinen Phone Number: 425-338-5888 Cell Phone: 425-923-0926 Fax: E-mail: ip@cornerstonehomes.us Address: PO Box 14424 City: Mill Creek State: WA Zip Code: 98082 Building Area(Sq Ft): 1st Floor: 1070 2"d Floor: 1383 3rd floor: Deck: Garage/Carport: 598 Basement: 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 9i1i2012 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 (,,Il l b I ILDt3 Mechanical Contractor: Innovative Comfort Systems Phone Number: 425-268-0863 Address: 17405 Snohomish Ave City: Snohomish State: WA Zip Code: 98296 Contracto License Number: INNOVCS895PM Expiration 10/14/2013 1 her y c rtify that th above information is correct and that the construction on and th occupancy and the use of the above- des ibed roperty will a in accordance with the laws, rules and regulation of a St a of Waphinatan ' Z( icants Signature ate H C IV L JUN 2 6 2012 Print Applicants Name CONA M FOR STAFF USE ONLY �LOrzo l z.C� (S� �� � 4p Permit# Accepted By Amount Received Receipt# Date Received RESIDENTIAL PERMIT I 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 4 X 4.0 = 16 Clotheswasher 1 X 4.0 = 4 Dishwasher 1 X 1.5 = 1.5 Hose Bibb 2 X 2.5 = 5 Kitchen Sink 1 X 1.5 = 1 Laundry Sink 1 X 1.5 = 1.5 Lavatory(Bathroom Sink) 5 X 1.0 = 5 Shower(Stand Alone)Each Head 1 X 2.0 = 4 Water Closet(Toilet) 4 X 2.5 = 10 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture 48 Units Traps other than above items PI�_;�J��G/�_ Column Totals 21 Estimated Project Valuation Building Square Footage 2453 1st Floor 1070 2"d Floor 1383 3rd Floor Basement Deck Garage 598 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. D. ressure in stree r in psi. (Measure with gauge or check with Water Department) her y certify that the ve information is correct and that the constructio on, an the occupancy and the use of the above- des rib property will in ac ordance with the laws, rules and regulation,of th State o Washington. Ap r, nts Signature Date 8 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 The building permit does not include any mechanical, electrical or plumbing work. These permits are issued separately. These permits require a separate permit application. To ensure that you have the most current information, please contact the City of Arlington Permit Center at (360) 403 3551 or by email to Permit Center. Applications delivered by courier or mail will not be accepted. Incomplete appli ions will not be accepted. /acknowledge tat 11 items de igna ed as submittal requirements must accompany my Building Permit Application to be c nsidered a com lete submittal. Signature: _ Date: r O Lner/Own Representative Company: cornston Homes NW LLC Phone: 425-338-5888 6 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 CROSS CONNECTION SURVEY FORM Forward to Utilities Division for Review Type of Residence: ❑✓ Single-Family ❑ Duplex ❑ Other The Rules and Regulations of the State of Washington Department of Health require that certain premises install backflow prevention assemblies (WAC 246.290.490). Backflow prevention assemblies shall be installed at any premise where, in the judgment of the City of Arlington Cross Control Specialist, the nature of activities on the premises may pose a hazard to the public water system. Type of Permit: 0 New Residential ® Addition/Alteration Project Description:New S F R D j Q%1 7�cx o 1600 Project Address: 17307 84th AVE NE Parcel lD#: 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: Zip Code: WA 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 J ❑ Re-circulating Heating System ❑ Swimming,-Po I J ❑ Other Authorized Signature: — Date: 6')h 1 It Z_' For Office Use Only Date Received: ;/ Survey Received By: RECEIVED Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other JUN 2 6 2012 Inspection Required: YES ❑ NO ❑ WA PERMIT CENTE R & J ao � 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: b60 016 60 Project Address:17307 84th AVE NE Parcel ID#: 01eae20"16&0 Lot#: 10 Subdivision: Eagle Heights Project Description: New SFR Owner: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 96082 Contact Person:JP Lampinen Phone Number: 425-388-5888 Cell Phone: 425-923-0926 Fax: E-mail: jp@cornerstonehomes.us Address: PO BOX 14424 City. Mill Creek State: WA Zip Code: 98082 Please List quantity of fixtures below: FURNACE UP TO 100K BTU 1 CLOTHES DRYER 4 GAS OUTLETS FURNACE OVER 100K FLOOR FURNACE SUSPENDED HTR/UNIT HTR BOILER UP TO 3 HP APPLIANCE REPAIR SOLID-FUEL APPLIANCE BOILER UP TO 4-15 HP AIR HANDLING UP TO 10K CFM 1 FIREPLACE INSERT BOILER UP TO 16-30 HP AIR HANDLING OVER 10K CFM VENTILATION SYSTEM HEAT PUMP 6 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 Snohomish WA 96296 City: State: Zip Code: Contractors License Number: INNOVCS895PM Expiration: 10/14/2013 I he eb certify that the a ve information is correct and that the construction on, and the occupancy and the use of the above- de crib d property will i accordance with the laws, rules and regulation of the State of Was ingtoonn. - -� l J Ap ants Signature Pate JP Lampin int Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received 2010 CJY Contractors or Tradespeople Printer Friendly Page Page 1 of 2 General/Specialty Contractor A business registered as a construction contractor with Lftl to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name CORNERSTONE HOMES NW LLC UBI No. 602584939 Phone 4253389777 Status Active Address Po Box 14424 License No. CORNEHN9470A Suite/Apt. License Type Construction Contractor City Mill Creek Effective Date 9/1/2006 State WA Expiration Date 9/1/2012 Zip 98082 Suspend Date County Snohomish Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses Specialty Specialty Effective Expiration License Name Type 1 2 Date Date Status KEYSTLL9430H KEYSTONE LAND Construction General Unused 9/8/2006 9/8/2012 Active LLC Contractor IMPOLH1023CA IMPOLA HOMES Construction General Unused 2/1/1998 7/30/2000 Archived INC Contractor BIGSKE"055CA BIG SKY Construction General Unused 2/1/1995 2/1/1998 Archived ENTERPRISES Contractor CORNER"009N9 CORNERSTONE lConstruction General Unused 8/29/2000 9/3/2006 c�en:sed HOMES Contractor Li 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 Impaired Date(Bond Amount(Received Date 1 DEVELOPERS SURETY 447589C 08/29/2006 Until Cancelled $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 lReceived Date ,5 New Hampshire ,DlLX0044146444 03/01/2012 I03/01/2013 Insurance Co $1,000,000.00IO2/29/2012 �INEW ! 4 HAMPSHIRE 01LX0044146442 03/01/2011 03/01/2012 INSURANCE $1,000,000.00 02/01/2011 COMPAN NEW 3 HAMPSHIRE INS 01LX0044146440 I03/01/2008 �03/01/2011 $1,000,000.00 02/02/2010 CO — - - WESTERN 2 PACIFIC WPGL4600023007I03/01/2007 I03/01/2008 $1,000,000.00 01/23/2007 MUTUAL INS CO WESTERN 1 PACIFIC WPGL4600023006 03/01/2006 I03/01/2007 $1,000,000.00 09/01/2006 MUTUAL INS CO https://fortress.wa.gov/InUbbip/Print.aspx 6/13/2012 Contractors or Tradespeople Prig Friendly Page Page 2 of 2 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 6/13/2012 Contractors or Tradespeople Printer Friendly Page Page 1 of 1 General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ADVANCED PLUMBING LLC UBI No. 602210055 Phone 4253485100 Status Active Address 9630 145Th St Se License No. ADVANPL917LS Suite/Apt. License Type Construction Contractor City Snohomish Effective Date 6/10/2009 State WA Expiration Date 6/10/2013 Zip 98296 Suspend Date County Snohomish Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty Specialty 2 Effective Expiration Status 1 Date Date ADVANCED Construction Boiler/Steam ADVANPH033MC PLUMBING it Contractor (Plumbing Fit/Proc Piping 7/3/1997 9/25/1998 Archived HEATING ADVANPL981MQ ADVANCED Construction Plumbing Other(Specify) 7/18/2002 7/18/2006 Expired PLUMBING LLC Contractor ADVANCED Construction ADVANPH022PS PLUMBING& Contractor Plumbing 'Unused 10/10/199J81 1/16/2010 (Expired HTG INC Business Owner Information Name _ Role Effective Date Expiration Date WARREN Et DUGGAN PLLC Agent 06/10/2009 GILL,THOMAS H Partner/Member 06/10/2009 Bond Information Bond Bond Company NamelBond Account N umberl Effective Date Expiration Date Cancel Date Impaired Date Bond Amount(Received Date F1 RLI INS CO jism0095363 106105/2009 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 Exchange $1,000,000.00 05/31/2012 I 1 FARMERS INS 604744115 06/09/2009 06/09/2011 $1,000,000.0005/18/2010 EXCHANGE Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information Infraction/Citation Date RCW Code Type Status Violation Amount PFRES00342 4/19/2010 18.106.020 PLUMBER INFRACTION Satisfied $1,000.00 PRAR100384 1/11/2011 18.106.020 11PLUMBER INFRACTION Satisfied $1,000.00 https://fortress.wa.gov/lni/bbip/Print.aspx 6/13/2012 Contractors or Tradespeople Print 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 IN140VCS901PHINNOVATIVE '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 Name!Bond Account N umberl Effective DatelExpiration Date Cancel Date Impaired Date Bond Amount Received Date 1 Developers Surety& 276403C 09/01/2011 Until Cancelled tndem Co $12,000.00'10/14/2011 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 IR_eceived Date American 1 States 01C141596820 10/08/2011 10/08/2012 I$1,000,000.0010114/2011 Insurance Co Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 6/13/2012 HOUSE 1716 WALK/PATIO 120 LOT COVERAGE 1836 LOT SQ FT= 7,586 LOT COVERAGE= 22.6% 1716 SQ FT / 7,586 SQ FT BUILDING HEIGHT= 27'6" 2' 7' N ` ' Irlm 0) �'� 4s. cp RECEIVED LOT 10 2 0iuZ0( 220.00(,5 P LAN: 2453 COA PERMIT CENTER 17307 84TH AVE NE W,)—o(10 c, (� ARLINGTON WA 98223 SCALE: 1 "=20' SITE EAGLE CORNERSTONE HOMES NW, LLC ORNERSTONF PLAN HEIGHTS PO BOX 14424 MILL CREEK WA 98082 CIj o nt E s OFFICE(425)338-5888 ■ ■ ,ZON20120065 (PT-LIVE) - PermitTrax by Bitco Software _ Page 1 of 1 DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20120065 {� OWNER: CORNERSTONE HOMES NW, LLC- I... STATUS: APPLIED ` ADDRESS: 17307 84TH AVE NE,ARLINGTON BALANCE: $0.00 J 1 ISSUED: CREATED: 6/27/2012 SCREENS: Select Screen... -j FUNCTIONS: Select Permit Function... 1 PREAPP-BLD REVIEWS PRINT ADD NEW SUMMARY REVIE... DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 1002 P-Engineering I MHAYES 7/2/2012 0 Y N Assign Remove 1004 P-Engineering II LPETER... 7/2/2012 0 Y N Assign Remove 1014 P-Public Works I LTAYLOR 7/2/2012 6/27/2012 1 Y Y Assign Remove 1020 P-Sewer FRAPEL... 7/2/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA... 7/2/2012 0 Y N Assign Remove 1028 P-Water EANDE... 7/2/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 7/2/2012 0 Y N Assign Remove 2008 C-Community Development I BFECHT 7/2/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 7/2/2012 0 Y N Assign Remove 2014 C-Planning I THALL 7/2/2012 6/27/2012 1 Y Y Assign Remove 0 �- https:Hcoapennits.arlington.local/PermitTrax/Module_Permits/Permits_Permit/Pennit_Rev... 6/27/2012 i _ RESIDENTIAL SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 ZONING VERIFICATION APPLICATION 72 hour turnaround Date: 6i21i2012 VA✓ff Address: 17307 84 A E NE Arlington,PA18223 Plat: Eagle Heights Lot 10 Owner/Applic t: omerstone Ho /sNW LLC / Signature: - l0 Z 7i eri ation of accuracy and agreement toffollow the City of Arlington Municipal Code Phone: (h) 425-338-5L (C) 425-923-0926 1. Please check one: ✓[a a. Single-family dwelling b. Duplex c. Addition d.Accessory structure 2. Proposed Dimensions: W) 42 L) 48 H) 26 Total SF) 2453 3. Allowed Lot Coverage: Total Lot Size 7586 SF x 35% = 2655 SF 4. Actual Lot Coverage: (SF of all structures) 1836 _ 7586 (lot size) = 22.6 % (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 --- -I OFFICIAL USE ONLY w COA, PI-R iff CENTER PROPERTY ZONED APPROVED F71 DENIED_ DATE INT rJ � lza �S�� �d �""olzeo �S HOUSE 1716 WALK/PATIO 120 LOT COVERAGE 1836 LOT SQ FT= 7,586 LOT COVERAGE= 22.6% 1716 SO FT / 7,586 SO FT BUILDING HEIGHT= 27'6" 2 . 7 7' ru O, ' `o�o�o 0) ae Zo � A C1� C, � o °s O Z ` c ` C ' RECEIVED, LOT 10 JUN 2 G 201Z PLAN: 2453 2OW 2�6Iz.uO &s (XA PERMIT i;EWER 17307 84TH AVE NE bt,,baoI lSy ARLINGTON, WA 98223 SCALE: "-20' SITE EAGLE CORNERSTONE HOMES NW, LLC PLAN HEIGHTS PO BOX 14424 MILL CREEK WA 98082 ORNERSTONF OFFICE(425)338-5888 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 Community Development Single Family Residence Building Permit Supplemental Checklist 1. PI t name, if applicable. 2. Vicinity map. 3. Zoning of property. 4. Front, rear, and side yard setbacks. 5. Garage setbacks. NOTE: All residential driveways taking access from a public road (not including alleys) shall be a minimum of 22 feet in length. 6. Building height. 7. A break down of lot coverage by building. 8. All critical areas, if applicable, with designated setbacks and buffers. 9. P- Two (2) shade trees per lot are required for Residential Low/Moderate Density, Residential Moderate Density, and Old Town zoning. (20.76.124) a.) If street trees are present, or are required to be installed as part of the building permit, said street trees may count toward one of the trees required. b.) At least one of the required trees shall be planted near the rear property line of the lot. c.) Non street trees shall be native species, have a minimum 2 inch diameter breast height, and attain a minimum height of 25 feet at maturity. 10 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Please use this checklist to ensure that all necessary information is provided for review of your project. One (1) completed Single Family Residential Building Permits Application Two (2) accurate fully dimensioned plot plans Two (2) sets of construction drawings 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 MECHANICAL PERMIT APPLICATION s�,.. 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/BuildinciEfficiency/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 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. i. 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 have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note: A separate submittal of Plans is required for each building or structure. DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑ SITE PLAN — REQUIRED WITH ALL SUBMITTALS 1. Two (2) complete sets of plans on 8.5"X 11" paper which reflect all of the information noted in the Site Improvement and Drainage Plan Requirements for Residential Construction. B. ❑ FOUNDATION PLAN (Minimum '/4" Scale) 1. Show north direction 2. Indicate front street (and side street if corner lot). 3. show the location and dimension to all property lines. 4. Show the location for existing and/or proposed easements 5. Provide the scale for the drawing. 6. Show outline of foundation with section cuts and dimensions; include maximum wall heights and all connections. 7. Provide the location and size of all beams, posts, interior footings and thickened footings within slabs with their dimensions and connections. 8. Provide detail of step down foundation and footings with required reinforcing steel. s. 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 PER ` ` MIT SUBMITTAL Cityof Arlington • 238 N Olympic Ave. ��par'tment of Community Development 9 - Arlington, WA 98223 • Phone (360) 403 3551 • FAX (360)403 3418 Note! The 2009 International Res i dential 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 prov i s ions of NFPA72. D. ❑ ARCHITECTURAL CROSS SECTIONS & DETAILS (Minimum Y4" Scale) 1. Show atypical roof section with all material:; 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 insulation values. members and 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. 8. Loca eeall hold down sched st aps`ron thele n drawing nail pacing, blocking, bolts, top and bottom plat nailing. 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 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 6. Indicate the pitch of the roof. H. 0✓ 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 12009 WSEC Residential Compliance Permit Number: iLC IN • w�:d:oYL'' s `♦' -?'., S�as�r�lv".'` '•r'+t.'�'. '," :-"":7 h�•. j r i.. 1 General Information Address: Check the box for the applicable: Job Type: 'UNew ❑Addition ❑ Remodel Conditioned Sq.Ft.: Z_ q S3 Heating Fuel: ❑Electric ❑LPG(Propane) 8,"6as ❑Other Fuels Has"System: Forced Air ❑ Room Heaters ❑Hydronic ❑Other Qualification Options There are 2 different qualification options, one is based on a Prescriptive Approach, Chapter 6, and the 4other-is-a-Component-Approach;Chapter 5.chapter S 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 kderactive formats are avabable onine LID www.eroW.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.en erg y.wsu.edu). This website includes forms, useful links,and downloadable versions of the WSEC. RECEIVED JUN 2 6 2012 CGA PERMIT CENTER 2009 WSEC & IRC Ventilation One&Two Family Dwelling Unit Prescriptive Compliance Form This set of forms has been developed to assist 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 prescriptive re uirements: Glazing Glazing U-Factor Door9 Wall Wall• Wall q• Slab Option Area10: U- Ceilin92 Vaulted Above int ext Floors on of floor Vertical Overhead' Factor Ceiling Grade'2 Below Below Grade6 Grade Grade j, 13% 0.34 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 II. 25% 0.32 0.50 0.20 R-38 Adv. R-38 R-21 R-21 R 10 R 30 R-11 or R-49 Int.1 TB 2, R-38 Adv. R-21 R-21 R-10 TIT. Unlimited 0.30 0.50 0.20 or R-49 R-38 Int.' TB R 10 R 30 2, See WC table 6-1 forfoolnoties Radiant Slab: ❑ R-10 foam insulation,to the entire slab with thermal break(WSEC 502.1.4.9) Loahting 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 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 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) ❑ 4. As part of the heating system sizing calculation(IRC M1401.3&WSEC 503.2.2) Whole House Ventilation fPrescrio ivel Please check the appropriate box to describe which of the four prescriptive Whole House Ventilation Systems you will be using. ❑ . Intermittent Whole House Ventilation Using Exhaust Fans&Fresh Air Inlets. (IRC M3508.4) 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 Specific Exhaust Ventilation 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 Capacitv Recluirements Bathrooms—Toilet Rooms Kitchens Intermittently operating 50 efm 100 cfm Continuous operation 20 drn 25 cfm r Chapter 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 Sa HIGH EFFICIENCY HVAC EQUIPMENT 1: 10 / O Gas,propane or oikfired furnace or boiler with minimum AFU of 92% Air-source heat pump with minimum HSPF of 8.5 lb HIGH EFFICIENCY HVAC EQUIPMENT 2: Closed-loop ground source heat pump;with a minimum COP of 3.3 2.0 lc HIGH EFFICIENCY HVAC EQUIPMENT 3: Ductless split system heat pumps,zonal control:In home where the primary space heating system is zonal electric heating,a 1.0 ductless heat pump system shall be Installed and provide heating to at least one zone of the housing unit. 2 HIGH I FFICIENCY HVAC-D15TRIBUTION SYSTEM, All heating and 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 under this option. ' 1.0 Electric resistance heat is not permitted under this option.Direct combustion heating equipment with 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,slab on 0.5 grade R-1.0 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 BUILDING ENVELOPE 2: Prescriptive compliance is based on Table 6-1,Option III with the following modifications:Window U:0.25 and wall R-22 plus 1.0 R-4 and R-38 floor,slab on grade R-10 full,below grade slab R-10 full,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.1.' 3c SUPER-EFFICIENT BUILDING ENVELOPE 3: Prescriptive compliance Is based on Table 6-1,Option III with the following modifications:Window U:0.22 and wall R-22 plus R-12 and R-38 floor,slab on grade R-10 full,below grade slab R-10 full and R-21 plus R-12 below grade basement walls and R- 2.0 49 advanced telling and vault.Qg Component performance compliance:Reduce the Target UA from Table 5.1 by 30%,as determirierl-uslng TQ.I,-'_---_ _--_-- - 4a AIR LEAKAGE CONTROL AND 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 O.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 appliances.AND All whole house ventilation requirements as determined by Section M2508 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 ADDITIONAL AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION: Envelope leakage reduced to SLA of O.OD015 building envelope tightness shall be considered acceptable when tested air leakage Is less than specific leakage area of 0.00015 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 appliancesh=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. 58 EFFICIENT WATER HEATING: Water heating system shall Include one of the following: Gas,propane or oil water heater with a minimum EF of 0.62DLElectrlc Water Heaterwith a minimum EF of 0.93 rAND 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.e Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.822gSolar water heating supplementing a minimum standard water 1.5 heater.Solar water heating will provide a rated minimum savings of 85 therms'or 2000 kWh based on the Solar Rating and Certification Corporation(SRCQ Annual Performance of OG-300 Certified Solar Water Heating Systemso Electric heat pump water heater with a minimum EF of 2.0. 6 SMALL DWELLING UNIT V Dwelling units less than 1500 square feet in floor area with less than 300 square feet of window+door area.Additions to 1.0 existing building that are less than 750square feet of heated floor area.(Must complete attached glazing schedule to use this option. 7 LARGE DWELLING UNIT 1: Dwelling units exceeding 5000 square feet of floor area shall be assessed a deduction for purposes of complying with Section -1.0 902 of this WSEC. 8 RENEWABLE ELECTRIC ENERGY; For each 1200 kWh of electrical generation provided annually by on-site wind or solar equipment a 0.5 credit shall be allowed, up to 3 credits.Generation shall be calculated as follows:For solar 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 WMCW*9-1 for fooWtes TOTAL CREDITS FOR THIS PROJECT Jf� Glazina Schedule(Electronic version available at; Do imt nea/Prrc jptivr 7nnr1 Icy) Conditioned Floor Area N turn of UA for Heetln2 Sysf*m£fzlrl5 Sum of All Glazing Arees From Belc:: Glazing to Floor Arta Rob* 0 602.7.2 Exception Rojo(not to exceed 1%)� Exterior Doom Plan Component Dori Percent LNidfh HeiflM Glazing Door DDo- ID Uescnnrion Ret. U-factor Gbzed Ct. Feet r'd'Feet 'n Area Aren UA prrr Faenry,l 8wnyigr Dwi•215arae Ferl Sum of Gi"lf g Area.Door Aren. and UA(do nor include exempt docr) Area We.IgNed U-UAhAr*a Sum ofA►ea and UA Ior H80PW system alze only(Include exempt docr) Venlcal Glazing(Windows,Glazed doors using Exception 602.8 XI) Piaei Component Glazetg Width Haight Glazing IL) Uirscri tbrl R.O. U-faetol Ui. Fewt P'Few�' Area UA NyL U � all' lumofAm o end UA V1050ri Area 1Y4w9h9ed U e UArAr** ovate►eea otazltrg PAan Car n t � �� ��sM+_cr war, M M ID �wocri [Ao+i ReT. V Ot. F"I ft" Feet 610' Arvo UA Lum orA►wl and MA Aron WV:ghr►p V-VA'Arwe Doupe 0fwseq�rwro*n YVIn0lewa OectlOn 001.7.9 fs7tcetatton P$%n Component Width Ne-69M ID ^ni tir n FeT, Feel bah Ar t JA fiurn of Area sum QrArwo X 7(TnJO total la ouJomot/eepy inch✓~In rho plozing woo totol.l ticzlnp VA for Neoflrrg System SKo Only-Argo X.0.03 Sirnple Heating System size (Electronic version available at: htt LLmwd n rgy tSu ed / ,men 5/prescrivtive Zone].xlsxl Indoor Design Temperature 70 Outdoor Design Temperature 24 Design Temperature Difference (LT) AT=Indoor-Oxrdo,r Design Temp 46 Conditioned Floor Area Conditioners Volume I /K Glazing Copy Sum of UA from Glazing Schedule o Attic U-Factor X Area = UA R-49 0.027 7 R-3l5. Advanred 0.026 Single Ratter or Joist V"ulted Cellings 11-Factor X Area UA R-38 Vented 0.027 Above Grade Walls U-Factor X Area = UA R-21 0.056 Hll�d L-----i Floors I U-Factor X Area = UA R-30 0.029 Below Grade Walls U-Factor X Area = UA 2' Depth Walls 0.042 3.5' Depth Walls 0.041 7' Dr th Walls C.U37 Slab Below Grade F-Factor X Len gin = UA 2'Depth 0.69 3.5'Deplh 0.64 7' De th 0.57 Slab on Grade F-Factor X Len th UA R-10 2' perimeler 0.64 R-10 Full - Heated 0.55 Sum of UA Envelope Heat Load Btu 1 Hour Sum of IJA X AT Air Leakage Heat Load ®Stt,t Hour (!`dolume X .8j X GT)X.Olr,)i Building Design Heat Load ( Ettu I Hour Building +�Envelope Heat Lots Building and Duct Heat Load Lam.! c_MBtu 1 Hour It Cush:are located In uncondlyoned apace:Sur of Buid9ng Heat Loss X 1.15 1'ducts are located in ecnd boned spare;Crum of Building Heat Loss X 1 Maximum Heat Equipment Output 1 SC% []=Btu I Hour Building and D of Hoeg:Lass X 1.50 �. I NASH&ASSOCIATES ARCHITECTS PLAN 2453 BEAM, LATERAL & SEISMIC CALCULATIONS �4"W" JUN 2 6 2012 Zcx*u 2-6 f 2-0 G&S OOAPERMITCUTER 2009 IBC JANUARY 1, 2012 11644 N.E. 80th St Kirkland. WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH ARCHITECTS.COM ►� '"- ��� �� _� .� _, r I CLIENT: NASH•ASSOCIATES REAM DESIGN DATA PROJECT. 1 R C I I I I I to Is 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#/af Soil: 1500 PSF Min. Concrete: Per IBC 09 Masonry: Per IBC 09 Steel: Per IBC 09 Wood: Per IBC 09 Nailing: Per IBC 09 4" Beam: Douglas Fir #2 fv = 180 fb = 900 PSI E = 1,600,000 6" Beam: Douglas Fir #2 fv = 180 fb = 900 PSI E = 1,600,000 Joists & Hem Fir #2 Rafters: fv = 75 fb = 850 PSI E = 1,300,000 Glu—Lam Beams: fv = 165 PSI fb = 2.400 PSI (reduced by size factor, CF•K1) E = 1,800.000 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH—ARCHITECTS.COM PLAN 2453 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2453 BEDROOM TWO RB-1 Date:6/13/12 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=3.5 in' R2=6.4 in (1.5)DL Defl= 0.03 in Data Beam Span 5.0 ft Reaction 1 LL 1320# Reaction 2 LL 2280# Beam Wt per ft 7.87# Reaction 1 TL 2210# Reaction 2 TL 3983# Bm Wt Included 39 # Maximum V 3983# Max Moment 3774'# Max V(Reduced) 3483# 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 0.06 0.03 Critical 41.94 29.03 0.25 0.17 Status OK OK OK OK Ratio 84% 90% 23% 17% 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 Adjustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:400 Uniform TL: 640 =A Point LL Point TL Distance 1600 B=2954 4.0 Uniform Load A Pt loads: 0 R1 =2210 R2=3983 SPAN=5 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2453 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2453 MASTER BEDROOM RB-2 Date:6/13/12 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=3.1 in' R2=3.1 in (1.5)DL Defl= 0.03 in Data Beam Span 6.0 ft Reaction 1 LL 1200# Reaction 2 LL 1200# Beam Wt per ft 7.87# Reaction 1 TL 1944# Reaction 2 TL 1944# Bm Wt Included 47# Maximum V 1944# Max Moment 2915 W Max V(Reduced) 1444# 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 0.06 0.03 Critical 32.39 12.04 0.30 0.20 Status OK OK OK OK Ratio 65% 37% 20% 16% 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 CIF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:400 Uniform TL: 640 =A Uniform Load A 0 0 R1 = 1944 R2= 1944 SPAN=6FT Uniform and partial uniform loads are Ibs per lineal ft. I PLAN 2453 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2453 KITCHEN B-1 Date:6/13/12 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=4.5 in2 R2=4.5 in (1.5)DL DO= 0.02 in Data Beam Span 5.0 ft Reaction 1 LL 1800# Reaction 2 LL 1800# Beam Wt per ft 7.87# Reaction 1 TL 2820# Reaction 2 TL 2820# Bm Wt Included 39 # Maximum V 2820# Max Moment 3525'# Max V(Reduced) 1950# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear in2 TL Defl(in) LL Defl Actual 49.91 32.38 0.05 0.03 Critical 39.16 16.25 0.25 0.17 Status OK OK OK OK Ratio 78% 50% 20% 16% 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 Adjustments CIF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:720 Uniform TL: 1120 =A Uniform Load A Q Q R1 =2820 R2=2820 SPAN=5FT Uniform and partial uniform loads are Ibs per lineal ft. FRLAIJ:l#�1i gksR"tPJfaAdnM11lid0e*Wcf to:`Mh aaifJbfhnson Reg#7992-66428 PLAN 2453 1: I,NINGFW)OM 9-2 Date:6/13/12 @L� (3-1yw1>am? Lu=0.0 Ft 2m fCtTrrlBearrqp*m F�1=-773.'3ri�2 Fir=T3 irrz (,N.5)DL Defl= 0.05 in Recom Camber=0.08 in Dada S amR9#m 6nW R6aetfnrmfa11LLL 3060# Reaction 2 ILL 3060# tl aarn11i9xia TMI 77997XI Rleautftbr11TU.. 4776# Reaction 2 TL 4776# {BmW#lirtdhd*dJ 4AW Ufti hWrn.VX, 4776# N9fwAiunenti 86F2229 KA9 :W(R6diLciud) 3666# 11ILIA4aoc@Wl LUZW TLLAP&tuaKWr L/638 lLLNIIBXOMI L`J/ZW L1_Abtu!aLi11efF, L/>1000 9itiaQn iirl S�baUi i">? 'T1Oi�fl+' (; LL Defl Aattxali 5774C 392381 0311i 0.06 Otii7.ati ! 4Z111 22M2 O:.G0 0.20 Shaus: I CIW Ow OW OK 11jab) 7BO16, 700% 31% Fr *k*oi) lain( sji E(psi x mil) Fc L (psi) FQ#faewmceMbkws '24D0 2210 1.8 650 AftWoUVOWes 2400 22M 1.8 650 �4'dJt�eftnant (UvvPN=e 1.000 Cd Duration 1.00 flaw) Cr R%wtitive 1.00 M:hLmr&mss N4,A% C3mWMJJse 1.00 flow 1.00 1.00 Offit ilitgy 1.0000 R8b 1 Le=0.00 Ft azgdg Uniform LLB Uniform TL: 1260 =A L Pbiilr ILL, RDMtTCL Distance FB=If944 3LO UUriffam,Land A Pt krd& R1 =47M. R 4 76 SPAN''_6FT Uhgiibmn3 and!pat1iial!wM rmR loads are Ibs per lineal ft. r PLAN 2453 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2453 GREAT ROOM B-3 Date:6/13/12 Selection 3-1/8x 10-1/2 GLIB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=8.2 in2 R2=6.7 in (1.5)DL Defl= 0.06 in Recom Cambe —0.09 in Data Beam Span 6.0 ft Reaction 1 LL 3227# Reaction 2 LL 2693# Beam Wt per ft 7.97# Reaction 1 TL 5353# Reaction 2 TL 4369# Bm Wt Included 48 # Maximum V 5353# Max Moment 8463'# Max V(Reduced) 4366# TL Max Defl L/240 TL Actual Defl L/614 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in-) Shear in2 TL Defl in LL Defl Actual 57.42 32.81 0.12 0.06 Critical 42.31 27.29 0.30 0.20 Status OK OK OK OK Ratio 74% 83% 39% 29% Fb(psi) Fv(psi) E(psi x mil Fc L (psi) values Reference Values 2400 240 1.8 650 Adiusted 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: 720 Uniform TL: 1120 =A Point LL Point TL Distance 1600 B=2954 2.0 Uniform Load A Pt loads: R1 =5353 R2=4369 SPAN=6FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2453 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2453 FLEX ROOM B-4 Date:6/13/12 Selection 5-1/8x 15 GLIB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 12.2 in2 R2= 11.5 inz (1.5)DL Defl= 0.26 in Recom Cambe -0.39 in Data Beam Span 14.0 ft Reaction 1 LL 4554# Reaction 2 LL 4326# Beam Wt per ft 18.68# Reaction 1 TL 7909# Reaction 2 TL 7487# Bm Wt Included 262 # Maximum V 7909# Max Moment 31458'# Max V(Reduced) 6798# TL Max Defl L/240 TL Actual Defl L/342 LL Max Defl L/360 LL Actual Defl L/724 Attributes Section in' Shear in') TL Defl in LL Defl Actual 192.19 76.88 0.49 0.23 Critical 157.29 42.49 0.70 0.47 Status OK OK OK OK Ratio 82% 55% 70% 50% Fb(psi) Fv(psi) E(psi ar mil Fc (psi) Values Reference Values 2400 240 11.8 650 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 1.001 fl.ffa 1.00 CI Stability 1.0000 Rb=010Q; Le=(i10Z Ft Loads Uniform LL:520, Unifru mM::8?740 =Aa Point LL Point TL Distance 1600 B=2954 6.0 UnifecrnarlIaaa N, Pt loads: C 0 R1 =7909 FF2=748.7 S FPAN;--1 44FFT Uniform and partial uaiftformfload"rdibsr{wrlliTyIMII[t. PLAN 2453 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2453 GARAGE GB-1 Date: 6/13/12 Selection 3-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1= 7.0 in R2=7.0 in (1.5)DL Defl= 0.19 in Recom Camber--0.29 in Data Beam Span 10.0 ft Reaction 1 LL 2250# Reaction 2 LL 2250# Beam Wt per ft 9.11 # Reaction 1 TL 4546# Reaction 2 TL 4546# Bm Wt Included 91 # Maximum V 4546# Max Moment 11364'# Max V(Reduced) 3636# TL Max Defl L/240 TL Actual Defl L/380 LL Max Defl L/360 LL Actual Defl L/962 Attributes Section in' Shear in2 TL Defl in LL Defl Actual 75.00 37.50 0.32 0.12 Critical 56.82 22.73 0.50 0.33 Status OK OK OK OK Ratio 76% 61% 63% 37% 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:450 Uniform TL: 900 =A Uniform Load A R 1Z 4 l� R2=4546 SPAN= 10 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2453 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 GB-2 Date:6/20/12 Selection 3-1/Bx 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=4.2 in R2=4.2 in' (1.5)DL Defl= 0.04 in Recom Camber=0.05 in Data Beam Span 9.0 ft Reaction 1 LL 2160# Reaction 2 LL 2160# Beam Wt per ft 9.11 # Reaction 1 TL 2741 # Reaction 2 TL 2741 # Bm Wt Included 82 # Maximum V 2741 # Max Moment 6167 # Max V(Reduced) 2132# TL Max Defl L/240 TL Actual Defl L/881 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 0.12 0.09 Critical 30.84 13.32 0.45 0.30 Status OK OK OK OK Ratio 41% 36% 27% 29% 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 1 0 0 R1 =2741 R2 =2741 SPAN=9FT Uniform and partial uniform loads are lbs per lineal ft. AN HASH t ASSOCIATES CLIENT: LATERAL DESIGN DATA PROJECT~ ARCIIITECTS - 7 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 - (>.)(lw)(p.) Base Shear. V -1.2 Sj S(W) where X = Exposure Factor where: Cs = Seismic Response Coefficient lw = Importance Factor W = Efficient Seismic Weight Paw = Base Design Pressure (Ss)(Si) / R = (Cs) SITE/PROJECT SPECIFIC VALUES: SITE/PROJECT SPECIFIC VALUES: Basic Wind Speed - 85 mph (V )3s Ss = 1.5 per USGS SI = 0.90 per USGS Site Class D2 (Default) A - 1.00 Exposure "B" (t30') Seismic Design Category D Iw = 1.00 R = 6.5 from Section 12 P s3o= FROM CHAPTER 8 1 1.00 Cs - 0.150 per Section 12 STANDARD DESIGN INFORMATION The information described below is to be used unless otherwise noted on the plans. WOOD DESIGN per Sections 2301 do 2301.2.1 Allowable Strength Design when applicable; per 2308 Conventional Light-Frame Construction 2008 SDPW (SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC) MINIMUM NAILING REQUIREMENTS per Table 2304.9.1 ANCHOR BOLTS: 5/8" Dia. X 10", A307 or better, w/ 7" min. Embedment. V = 1104 #/bolt CONCRETE DESIGN per Chapter 19 & ACI 318-02 concrete f a - 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) 822-1918 WWW.NASH-ARCHITECTS.COM 11� 2 S i i i i i � i � i i , i � � , � � � i i � i i i i i i i 1 � � � � 1 � � � � II � � � � i I II � � � � � � � II �.J � � II I I 1 I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I i r4l Z � S � l �N t Q .r N C4 1_^ I I I I I I i n u S N CLIENT: WA ASSOCIATES LATERAL CALCULATIONS PROJECT: 1 1't'E C T S WIND WORKSHEET DATE: PER IBC 09 NAME: 85 M.P.H. P = 15.9 PSF FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION LOCATION TOTAL. SHEAR FORCE (p) SHEAR UNIT SHEAR W x H x (see chart for grind pressure WALL SHEAR WALL • specified height) LENGTH (ft) (N/ft) TYPE /up Z, C1 Z v,� �2�Xg �l 5� �► 0o f- 2 o C� 2 -7 ( I l Z`4ss 27 /MA ,t/ Z � 4- 3 0 V bo � v 33 / l� Z �l-61l G 6xA C1 ) + 10 (o Z &17 R14' Pl'3 '/ 11644 N.E. 80th St. Kirkland. MA 98033 (425) 828-4117 Fax (425) 822-1918 11".NASH—ARCHITECTS.COIF( 11 NA R tABSOQ CLIENT: ATES SEISMIC ANALYSIS PROJECT. c x r r Is i r s PER IBC 09 DATE: NAME: 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 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft Trusses 0 24" o.c. - 1.75 #/ft Trusses 0 24" o.c. - 1.75 #/ft Trusses 0 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 do 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 0 16" o.c. - 2.30#/ft 2x10 0 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 0 16" o.c. - 1.37 #/ft Total 5.10 #/ft /21 insulation 210 # ft Use 8.00#/ft G� 00 Ift Total 9.27#/ft Use 10.00#/ft 4" Brick Veneer - + 3.20#/ft 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COM CLIENT: NASHaASS0CIATFS SEISMIC 'ANALYSIS PROJECT: A R C I I I'I'Li C'1'S PER IBC 09 DATE: NAME: 2 SEISMIC: V = (C-) (WO (Plywood) 2nd Level: Roof: (Asphalt / Cedar Shake) 10#/ft X �� sf = V or (Tile) 18#/tt X sf = Exterior Walls: L x 10#/sf x 1/2 (h) 0 � �le k� (E2) /6 Interior Walls: L x 8#/st x 1/2 (h) TOTAL llS`�g�5 �� � 1st Level: Roof: (1st Floor Roof) 10#/ft X 3 �o D sf = 3�06 2nd Floor. 10#/ft X 9;1 sf = f 3 Q Exterior Walls: (E2) + L x 10#/sf x 1/2 (h) 6Cteo� / �6 Wo,l-q,_I-- � �3 Z� (E1) Interior Walls: (1 0 + L x 8#/sf x 1/2 (h) 5ZSo f fok S�6(eY s2 o c11) TOTA4 Yb 27 U 660-7-0 Basement: 1st Floor. 10#/ft X sf = Exterior Walls: (El) + L x 10#/sf x 1/2 (h) Interior Walls: 01) + L x 8#/st x 1/2 (h) TOTAL• 11644 N.E. 80th St. Kirkland, WA 98033 (428) 828-4117 Fax (429) 822-1918 WWW.NASH—ARCHrMCTS.COM CLIENT: NMHaA%OaATE8 SEISMIC ANALYSIS PROJECT: A R C H I T E C T S PER IBC 09 DATE: NAM& 3 BASE SHEAR: V = (C. ) (Wdl) Plywood LEVEL 2: Wdl S� , # x 0.166 6 LEVEL 1: Wdl - # x 0.166 = (O 6 7 TOTAL- Wdl_�'L,,# x 0.166 = 0—(V) Dead Load Hei ht Moment Shear ® Stor Level (Wdl) (h� (Wdl)(h) Fx = [(Wdl)(h)TV Remarks (Wd1)(h) ZS, -7 2 5�br c�n ((� N01 g0Z((0,gr ) 1 510a Total S�u� 11644 N.E. 80th SL Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH—ARCHITECTS.COIL NASH.ASSOCIATES CUE".. A R CH , ,:C T S SEISMIC ANALYSIS PROJECT: PER IBC 09 DATE: NAME: 4 da wd x� � zb cy xAa azw .� U O�� E+ ax d0 I�� zw C/2 N N ��� cY, � w � q� cn > x .40 OW M N 5 n a H Q r'3 N F N �. �� \ zx s s N ti ti N N lei W a A o 11644 N.E. 80th SL Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 11� 141, WWW.NASH-ARCHITECTS.COM NASH&ASSOCIATES CLIENT: SEISMIC ANALYSIS PROJECT: ARCHITECT PER !BC 09 DATE: NAME: 5 Redundancy Factor (p): 1. Maximum allowable wall shear for p<=1 Vumax = (2)(Vaccstory)/Ab 1/2 _ Z /IC , 1536 - 2. Maximum actual shear Vmax = Largest seismic wall shear � 276 , S 3 & 3. p = 2-[2(Vaccstory)/(Vumax)(Ab 1/2) Z- t 11644 N.E. 80th Sk Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COM 6 CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,Wig 98223 PHONE:(360)403-3551 13UILDLNG PERMIT ' Address:17307 84THAVENF,ARLINGI'ON Permit#:BLD201201 S4 Parcel#:01089200001000 Valuation:$279,000.00 OWNER APPLICANT CONTRACTOR CORNERSTONE HOMES NW LLC CORNERSTONE HOMES NW,LLC CORNERSTONE HOMESNW,LLC JP LAMPINEN MICHAEL IMPOLA PO BOX 14424 PO BOX 14424 MILL CREEK,WA 98082 MILL CREEK,WA 98082 Lie#:CORNEHN9470A Exp:9/1/2012 NWHANICAL CONTRACTOR ADVANCED PLUMBING INNOVATIVE COMFORT SYSTEM 9630 145TH ST SE TIMOTHY CARTER SNOHOMISH,WA 98296 17405 SNOHOMISH AVE SNOHOMISH,WA 98296 Lie#:ADVANPL917LS Exp:6/10/2013 Lie#:INNOVCS895PM Exp: 10/14/2013 SWC EFANMYRESIDINC1r 2453 SQ.FT., 1ST FL-1070 sq.ft.,2ND FL-1383 sq.ft.,GAR 598 sq.ft. PERMIT TYPE: Residential PERMIT GROUP Single Family Residence New STORIES: 2 CONST TYPE: V-B DWELLINGUNITS: 1 OCCGROUP: R-3 CODE: 2009 IRC OCC LOAD: N/A .. . ,. .. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERT CATE OF FANCY HAS BEEN GRANTED.IBC110/IRC110. S ES A\NO CE les tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return f rm a coded Ci► o Arlington#3101. Signature Print Name D e Released B We r ARCHIVE APPLICANT ASSESSOR OTHER BLD20120154 CONDII7ONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS, DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. • FYI: • Per E.A.-Utilities 360 403-3506 • Protect existing meter boxand tail piece. Replace the brass compression fitting on the tail peace if missing. • Per C.Y.-Building 360 403-3432 • SEE Redlined drawings • Plumbing WSFU's require a 1 inch meter with a • 1 1/4 inch supply. • Building drain must be 4 inch PFR19rT FM Date Description Fee Amount Paid Balance Due 6/28/2012 Plumbing Permit Fee $277.00 $0.00 $277.00 6/28/2012 Mechanical Permit Fee $120.00 $0.00 $120.00 6/28/2012 Building Permit Fee(QTY: 1) $2,557.82 $0.00 $2,557.82 6/28/2012 Building Plan Check Fee(QTY:1) $1,662.58 $0.00 $1,662.58 6/28/2012 State Building Code Surcharge(QTY: 1) $4.50 $0.00 $4.50 Total Due: $4,621.90 $0.00 $4,621.90 CALL FOR INSI'GCTIONS BURDING✓INCINE:FRIN(/PARKS/UrniTIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. • C-Footings • C-Foundation Wall • C-Foundation Drainage • C-Plumb Ground Work • C-Plumb Rough In • C-Gas Test/Pipe • C-Equipment-Mechanical • C-Shear Nailing-Exterior • C-Framing • C-Insulation/Caulk • C-SheetrockNail • C-Building Final • C-Roof Drains • C-Underfloor rnmDDDD p=2 m N A U N r z u® ug°mm p 3 A�mD A b p N mAtil o Dm N 1A0 00D H WB Jaann P �� X>-OA z0 r mzD m=r m Ni, z m0 0 DN kZ zD 0 Um A-IDOo pA D zoc prDr N g:$° ° j c r m NN N pr g 9 " Dp �Ogp� mrnmp N 1mj1 D72 5N 30 3 A rn my Ad �p N $ N ( mN<<N0 rmD z �kD Ado oWa$gwa 30 7�rp0 r R N -n zo pD p1 00� �m� ag 'on$ y p 0 qr Al j € rn 1 0 m Ap o °R3 O rn A N rr 0 m OD 000zz �N m 0- rn r rn � N r r No0 � A z0 A m Fu 0^-m�^. m 0 0 r< D N D �z o 4" Nr xDczDm Dr N NA z A 9$°RaoSSo 3 m 2 m- Nm rm cN W < r � mz d0 �c3 A � Hco SnoTm¢i r r >Nz m u y N < 3 mN d�rn wggg�Io S y N A D_� m zA m 77 p 0 z z T A m�0 TE o ^ m3rD �m m Of0 "g °gR D z 2m�o Az Ap�m� � d AR�� �o A A { p A N- d pp� AWN =� o aD gbgT�Qv D r N N N Dz z A z� c _ 3 N Oo o U) n �s�pAA Dp m Q A 0 z NA z0 r 1�Nh I v g p N m zul 7A g d 0 r-> m i2dium mNu� > � zA u N T mcm Am70m, Iti a p Az On tjl XT rn V 2 i m<� AWN m z ON o D Dc Z 7 m 3 �3i n m 0D 0-0 4 ®zk k z-MS7� 0 I z� mNar f Axm j c clhn I �D �rrn�A z 76T k 3 D`d U° � m 0r0 m3 g A��d p A c m A � D r0 Am N O 3 N 13 Opp r m3m (� _ �m77 N c NCm 3lp N m z z zp A r A A N I I i I I an� ❑ ❑ ❑ I I III i ` I III! 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