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17406 84TH AVE NE_BLD20120155_2026
e BUILDING INSPECTION REPORT G 1 Y � Permit No. I OL-DISS Address: �,p o Contractor: C pKAg-rs+ vte, t JN G'C Owner: Date: 01—1-_(2' APPROVAL PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector:_ 6�4t-,, Date: ? z ® Under-floor ® Framing )<Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ® Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: ftH BUILDING INSPECTION REPORT iA"Y �� Permit No.—[ I�,^,�oQ� Address: ` INP C� h Contractor: �t �INGC Owner: �- Date: - --�Z ff'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 /ei)vw;�ir �� ... 1)vV i Inspector: Date: 1W V/ 2-- ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove 1_%Rough-in ® Final ® Masonry ® Drainage ® Insulation 5 Other: 0"111 BUILDING INSPECTION REPORT G;c v �� Permit No. / o�' — n 1 s5 Address: / 7 q�� gym &f, 7 Contractor: COr1�l(ii�$ r)G lING� Owner: Cor/1 er-sizr7e, Date: g-- 3 — /C-;t-- Q� APPROVAL PARTIAL APPROVAL VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: __ Date: �- ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry Xbrainage ® Insulation ® Other: 6ovJrl C'f out CITY OF ARLINGTON e 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 PHONE:(360)403-3551 BUILDLNG PERMIT Address:17406 84'1'11 AVENF,ARLING ION Permit#:BLD20120155 Parcel#:01089200001600 Valuation:$279,000.00 OWNER APPLICANT CONFRA(71 O R CORNERSTONE HOMES NW LLC CORNERSTONE HOMES NW,LLC CORNERSTONE HOMES NW,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 PLUMBING C(1NTIL4CTOR . ,. 1 WiMANICAL CONTRALTO - ADVANCED PLUMBING INNOVATIVE COMFORT SYSTEM 9630 145TH ST SE 17405 SNOHOMISH AVE SNOHOMISH,WA 98296 SNOHOMISH,WA 98296 Lie#:ADVANPL917LS Exp:6/10/2013 Lie#:INNOVCS895PM Exp: 10/14/2013 SIN( EFAMILYRESIDENCE-2453SQ.FT. ISTFL-1070, 2NDFLr1383,GAR 598 PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 2 CONST TYPE: V-B DWELLINGUNITS: 1 OCC GROUP: R-3 CODE: 2009 IRC OCC LOAD:704�]PEW 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 CERr-EMS CATE OF OC PANCY HAS BEEN GRANTED.IBC110/IRC110 SA AX NOTIC Iles tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return for anc coded City o rlington#3101. Z Signature int Name Date Released By Dale ARCHIVE APPLICANT ASSESSOR OTHER BI,D20120155 c )NDI IONS —. -.-- . -- W, 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 • Need 1 inch meter based on WSFU's • Need 1 1/4 inch service • Need 4 inch building drain 11 ER NUT ITl23 AaUe_ : Description Fee Amnunt :_Paid Valance Due 6/29/2012 Plumhin-Permit Fee $277.00 ($277.00) $0.00 6/29/2012 Mechanical Permit Fee $120.00 ($120.00) $0.00 6/29/2012 Building Permit Fee(QTY-. 1) $2,557.82 6/29/2012 BuildingPlan Check Fee(QTY. 1 ($2,557.82) $0.00 (Q ) $1,662.58 ($1,662.58) $0.00 6/29/2012 State Building Code Surcharge(QTY.1) $4.50 ($4.50) $0.00 Total Due: $4,621.90 ($4,621.90) $0.00 CALL,FOR INSPECTIONS BUIIAING/FNGINEERINC./PARKS/UMIrIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please lea%e the follo%Hng 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-ShearNailing-Exterior • C-Framing • C-Insulation/Caulk • C-SheetrockNail • C-Building Final • C-Roof Drains • C-Underfloor BLD20120155 (PT-LIVE) - Perm�ffrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT M BLD20120155 OWNER: CORNERSTONE HOMES NW LLC STATUS: APPLIED ADDRESS: 17406 84TH AVE NE,ARLINGTON BALANCE: $0.00 s► ISSUED: CREATED: 6/27/2012 SCREENS: Select Screen... - IFLINCTIONS:j 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 I BFECHT 7/3/2012 0 Y N Assign Remove https:Hcoapermits.arlington.local/PermitTrax/Module Permits/Permits Permit/Pennit_Rev... 6/27/2012 �� �: ' is 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: CD Plumbing tD Mechanical 0{ 1-066' 0 6-6 Project Address 17406 84th AVE NE Parcel ID#: 010892OK1600 . Lot#: 16 Subdivision: Eagle Heights Project Description New SFR Valuation Owner: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address: PO Box 14424 City: Mill Creek State: WA Zip Code: 98082 Contact Person:JP Lampinen Phone Number: 425-338-5888 Cell Phone: 425-923-0926 Fax: E-mail: ip@cornerstonehomes.us Address PO Box 14424 City: Mill Creek State: WA Zip Code: 98082 Building Area(Sq Ft): 1st Floor: 1070 2nd Floor: 1383 3`d 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: 9/1/2012 Plumbing Contractor-Advanced Plumbing Phone Number: 425-348-5100 Address: 9630 145th ST SE City: Snohomish State: WA Zip Code: 98296 Contractor's License Number: ADVANPL917LS Expiration: Mechanical Contractor: Innovative Comfort Systems Phone Number: 425-268-0863 Address: 17405 Snohomish Ave City: Snohomish State: WA Zip Code: 98296 Contractor's License Number: INNOVCS895PM Expiration: 10/14/2013 here y ertify tha#te ove information is correct and that the construction on, and the occupancy and the use of the above- desc bed property accordance with the laws, rules and regulation of the ate of ashington. plicants Signature Date �13�� `.S� Z012 Print Applicants Name 2_0 k) 2W( G C,.,'OA PERN11'r CENTER FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received T C 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 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) J / / mew loezryz Column Totals 21 Estimated Project Valuation Building Square Footage 2453 i� 1 151 Floor 1070 2"d Floor 1383 3`d 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. r ssur4the ain: psi. (Measure with gauge or check with Water Department) I her y c rtify ve information is correct and that the construction on, and the occupancy and the use of the above- des ibed roperccordance with the laws, rules and regulation of the S ate of ashington. p ants Signature Date 8 t RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 The building permit does not include any mechanical, electrical or plumbing work. These permits are issued separately. These permits require a separate permit application. To ensure that you have the most current information, please contact the City of Arlington Permit Center at (360) 403 3551 or by email to Permit Center. Applications delivered by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items des' 7ated as submittal requirements must accompany my Building Permit Application to bo c nsidered a o 7plete submittal. Signature: Date: Z A 2� O ner/Ow e s Representative Company: Cornerstone 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: (ED New Residential ® Addition/Alteration Project Description:New S F R D 1 V rl2M00 I W Project Address: 17406 84th AVE NE Parcel ID#: 01-08920001.600 Owner: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address: PO BOX 14424 City: Mill Creek State: WA Zip Code 98082 Contact Person: JP Lampinen 425-338-5888 Phone Number: Cell Phone: 425-923-0926 Fax: E-mail: jp@cornerstonehomes.us Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Appliances permanently connected to water service may require Cross-Connection-Control (check all that apply) ❑ Fire Sprinkler System ❑ Medical Equipment ❑ Lawn Sprinkler System ❑ Livestock Drinking Tanks ❑ Decorative Pond/Fountain ❑ Private Well ❑ Hot Tub f ❑ Re-circulating Heating System ❑ Swimmin,t P of ❑ Other Authorized Signature: Date: � Z 2� For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other JUN 2 6 2012 Inspection Required: YES NO ❑ C®A PERNUT G'. ?o ry 2012-6o 51 Z,i), -D%-a 12-o I 5�s-. i 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,',,�,I AVE NE Parcel ID#: �a poeltoo Lot#: 18 Subdivision: Eagle Heights �I0 �, Project Description: New SFR Owner: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address: PO BOX 14424 City. Mill Creek State: WA Zip Code: 98082 Contact Person:JP Lampinen Phone Number: 425-388-5888 Cell Phone: 425-923-0926 Fax: E-mail: jp@cornerstonehomes.us Address: PO BOX 14424 City: Mill Creek State: WA Zip Code. 98082 Please List quantity of fixtures below: FURNACE UP TO 100K BTU 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 1OK CFM 1 FIREPLACE INSERT BOILER UP TO 16-30 HP AIR HANDLING OVER 1OK CFM VENTILATION SYSTEM HEAT PUMP 6 VENTILATION FANS OTHER 1 VENT HOOD DOMESTIC INCINERATOR ALL OTHER UNITS FREESTANDING STOVE Contractor: Innovative Comfort systems Phone Number: 425-268-0863 Address: 17405 Snohomish Ave City Snohomish State: WA Zip Code: 98296 Contractor's License Number: INNOVCS895PM Expiration: 10/14/2013 I her y ertify that the b ve information is correct and that the construction on, and the occupancy and the use of the above- des the property will b i accordance with the laws, rules and regulation of the State of W shinngton. / v li ants Signature Date JP Lampin o int Applicants Name FOR STAFF USE ONLY ;?' 5. Permit# Accepted By Amount Received Receipt# Date Received 2010 CJY i Contractors or Tradespeople Printer Friendly Page Page 1 of 2 General/Specialty Contractor A business registered as a construction contractor with Lftl to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name CORNERSTONE HOMES NW LLC UBI No. 602584939 Phone 4253389777 Status Active Address Po Box 14424 License No. CORNEHN9470A Suite/Apt. License Type Construction Contractor City Mill Creek Effective Date 9/1/2006 State WA Expiration Date 9/1/2012 Zip 98082 Suspend Date County Snohomish Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses Specialty Specialty Effective Expiration License Name Type Status 1 2 Date Date KEYSTLL9430H KEYSTONE LAND Construction General Unused 9/8/2006 9/8/2012 Active LLC Contractor IMPOLH1023CA IIMPOLAHOMES Construction General Unused 2/1/1998 7/30/2000 Archived INC Contractor BIGSKE"055CA (BIG SKY Construction General Unused 2/1/1995 Z/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 BondjBond Company NamelBond Account Number�Effective Date Expiration Date Cancel Date Impaired Date(Bond Amount Received Date 1 DEVELOPERS SURETY I 447589C 08/29/2006 Until Cancelled $12,000.00 09/01/2006 &INDEM CO Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount (Received Date 5 New Hampshire 01LX0044146444 03/01/2012 03/01/2013 $1,000,000.00 02/29/2012 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 WPGL4600023007 03/01/2007 03/01/2008 $1,000,000.00 01/23/2007 MUTUAL INS CO WESTERN 1 (PACIFIC �WPGI-4600023006 03/01/2006 03/01/2007 $1,000,000.00 09/01/2006 MUTUAL INS CO https://fortress.wa.gov/lni/bbip/Print.aspx 6/13/2012 Contractors or Tradespeople Prier 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 !� i I Contractors or Tradespeople Primer Friendly Page Page 1 of 1 General/Specialty Contractor A business registered as a construction contractor with LEH to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ADVANCED PLUMBING LLC UBI No. 602210055 Phone 4253485100 Status Active Address 9630 145Th St Se License No. ADVANPL917LS Suite/Apt. License Type Construction Contractor City Snohomish Effective Date 6/10/2009 State WA Expiration Date 6/10/2013 Zip 98296 Suspend Date County Snohomish Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty Specialty 2 Effective Expiration Status 1 Date Date ADVANCED Construction Boiler/Steam ADVANPH033MC PLUMBING& Contractor Plumbing Fit/Proc Piping 7/3/1997 9/25/1998 Archived HEATING iADVANPL981MQ ADVANCED Construction Plumbing Other(Specify) 7/18/2002 7/18/2006 Expired PLUMBING LLC Contractor ADVANCED Construction A13VANPH022PS PLUMBING E3 Contractor Plumbing Unused 10/10/1998 11/16/2010 Expired HTG INC Business Owner Information Name Role Effective Date Expiration Date WARREN Et DUG AN PLLC Agent 06/10/2009 GILL,THOMAS H Partner/Member 06/10/2009 Bond Information Bond Bond Company NamelBond Account N um berl Effective Date Expiration Date Cancel Date(Impaired Date Bond Amount Received Date 1 RLI INS CO 11sm0095363 06/05/2009 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'l Effective Date Expiration Date Cancel Date Impaired Date Amount lReceived Date Z Farmers Ins 604744115 06/09/2011 06/09/2013 Exchange $1,000,000.00 05/31/2012 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 Tye 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 ��` r Contractors or Tradespeople Prim r 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 INNOVCS901PHINNOVATIVE Construction General Unused 10/8/2010 10/8/2012 Re- COMFORT SYSTEMS Contractor Licensed Business Owner Information Name Role Effective Date Expiration Date CARTER, KRYSTLE jAgent 10/14/2011 CARTER,TIMOTHY JASON President 10/14/2011 CARTER, KRYSTLE Secretary 10/14/2011 CARTER, KRYSTLE Treasurer 10/14/2011 CARTER, KRYSTLE Vice President 10/14/2011 Bond Information Bond Bond Am _Company Name�Bond Account NumberlEffective Date�Expiration Date Cancel Date Impaired Date Bond ount Received Date 1 Developers Surety Et 276403C 09/01/2011 Until Cancelled $12,000.00 10/14/2011 Indem Co Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date American 1 States 01C141596820 10/08/2011 10/08/2012 $1,000,000.0010/14/2011 Insurance Co Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 6/13/2012 �. V Property Address: 1' (j6& 8"YrH 4L C PJ / dt'nak h V20 Conditioned Floor Area 24 S- Date �/ l3 ZUl2 Builder or registered design professional Signature: Q R-1'alues Ceiling: Vaulted R- Floors Over unconditioned space R- Attic R- Slab on grade floor R- Walls: Above grade R- Doors R- Below, int. R- R- Below, ext. R- R- U-Factors and SHGC • NFRC rating (or) Windows U- SHGC- Default rating(chapter i 0 wSEc 2009) Skylights U- SHGC- Cltaptej•1 Option(s) Total Chpt. 1 Credos FLeaiing, Cooling &Domestic Hot Mater System Type Efficiency • Heating Gc-S Farr p 1 A Cr F ✓n,.ep 1� Cooling N/A DHW �'v�r I GG 4 ` - Duct& Buflding Ali,Leakage All ducts &HVAC in conditioned space (yes LjjY) Insulation R- Test Method: g Total leakage, _Leakage to exterior _AAir handler present Test Target CFM@25Pa Test Result CFM@25Pa Building air leakage target: SLA<0.00030 - Tested leakage: SLA= p,obo,19 On-site Re7tewct/ile l:ner,v E'leeWic Power Sy,Nlent System type: Rated annual generation Kwh a� LO p oN U C14 O Q z Z m C, U 00 � to w cn P4 p w z O � � UW o � � � v o Up ® F' u � z z , z �. r z A °z 00 p w ® � o Q rTl w w W q U') p 0.4 1 z z � zu o z o b 0 ® d ce) P4 4 x z 14 � zw 1-4 H 0o z o N N O cn �I w Vi p z r�- n o oo p p N can ' C7, F-- G � X oN T, w w � u ° � 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. �✓ One (1) completed Single Family Residential Building Permits Application Two (2) accurate fully dimensioned plot plans Iv l Two (2) sets of construction drawings Two (2) sets of engineered drawings and calculations (If required) Health Department approval of septic system Verification of Water and Sewer Availability from City of Marysville (if applicable) APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. 1 i i 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 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, V = 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 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 c: j RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note: A separate submittal of plans is required for each building or structure. DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑ SITE PLAN — REQUIRED WITH ALL SUBMITTALS 1 Two (2) complete sets of plans on 8.5" X 11" paper which reflect all of the information noted in the Site Improvement and Drainage Plan Requirements for Residential Construction. B. ❑ FOUNDATION PLAN (Minimum '/4" Scale) 1. Show north direction 2. Indicate front street (and side street if corner lot). 3. show the location and dimension to all property lines. 4. Show the location for existing and/or proposed easements 5. Provide the scale for the drawing. 6. Show outline of foundation with section cuts and dimensions; include maximum wall heights and all connections. 7. Provide the location and size of all beams, posts, interior footings and thickened footings within slabs with their dimensions and connections. 8. Provide detail of step down foundation and footings with required reinforcing steel. 9. Show spacing of anchor bolts, location, and type of hold down fasteners to the foundation. 10. Retaining walls. 11. Show the location and size of all crawl space vents and the crawl space access with size and location. 12. Show footing depth below grade and show the clearance between grade and sill plate. 13. Show the floor joist size, spacing, direction, support, connections and blocking. 14. Show all floor insulation. 15. Label any space within the foundation (i.e. basement, garage, storage room, etc.) Note! Arlington is in seismic design category D2 which requires that foundations with stem walls have a minimum #4 rebar at top and minimum#4 rebar at bottom of footing. C. ❑ FLOOR PLAN (Minimum '/4" Scale) 1. Indicate the dimensions of all areas and the use of each room. Include fixed cabinet, counter or island facilities. 2. Show all roof, floor or deck joist size, spacing, direction, support, connections. Blocking, etc. 3. Show the location of exhaust fans, smoke detectors, hot water heater, heating units, plumbing fixtures and any other mechanical equipment. 4. Show the location of the attic and/or crawl space access. 5. Include all exterior decks on your floor plan, with necessary structural details and attachment to the house. 3 } 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 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. ✓0 STRUCTURAL CALCULATIONS 1. Provide two (2) sets of structural calculations if prepared by an engineer or architect registered with the State of Washington. (Not required if using Prescriptive Design Approach from the IRC/IBC.) G. ❑✓ ELEVATIONS 1. Show elevations views of each side of the structure; provide finished floor level for each floor. 2. Show existing and proposed grades. 3. Show the maximum building height. 4. Show the maximum site slope. 5. Show all roof overhangs and any chimney clearances from the roof. 4 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX (360)403 3418 6. Indicate the pitch of the roof. H. ❑✓ DOORS &WINDOWS 1. Show size and type of all doors. 2. Show the door size, type and closure device for doors between the garage and dwelling. 3. Show all window sizes and openable areas. 4. Show all sleeping room egress window locations, sill heights, methods of opening, dimension of openable area and clear open space. 5. Show size and type of all skylights. I. ❑✓ WASHINGTON STATE ENERGY CODE 1. Provide one (1) copy of the WSEC &VIAQ Residential Prescriptive Compliance Form. 2. Show the insulation R values on the floor plan drawings and glazing class of all windows and skylights. 5 ?ON20120066 (PT-LIVE) -Perrm�ffrax by Bitco Software Page 1 of 1 DEVLPMNT REVIEW COMMITTEE PERMIT #: ZON20120066 OWNER: CORNERSTONE HOMES NW, LLC-I... STATUS: APPLIED A- ADDRESS: 17406 84TH AVE NE,ARLINGTON BALANCE: $0.00 .► '�F: ISSUED: CREATED: 6/27/2012 SCREENS: Select Screen.. ,- 1 FUNCTIONS: Select Permit Function... U PREAPP-BLD REVIEWS PRINT ADD NEW SUMMARY REVIE... DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 1002 P-Engineering I MHAYES 7/2/2012 0 Y N Assign Remove 1004 P-Engineering II LPETER... 7/2/2012 0 Y N Assign Remove 1014 P-Public Works I LTAYLOR 7/2/2012 0 Y N Assign Remove 1020 P-Sewer FRAPEL... 7/2/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA... 7/2/2012 0 Y N Assign Remove 1028 P-Water EANDE.._ 7/2/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 7/2/2012 0 Y N Assign Remove 2008 C-Community Development 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 0 Y N Assign Remove https:Hcoapermits.arlington.local/PermitTrax/Module_Permits/Permits_Permit/Permit_Rev... 6/27/2012 �`- ii . d ' RESIDENTIAL r � SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 ZONING VERIFICATION APPLICATION 72 hour turnaround Date: 6/21/2012 Address: 17406 8 h AVE NE Arlingt , , A 98223 Plat: Eagle Heights Lot 16 Owner/Applic nt: Cornerstone o es NW LLC Signature: — (O/Z, j / 7/ V rification of accuracy an agreern nt to follow the City of Arlington Municipal Code Phone: (h) 425-338-5888 (C) 425-923-0926 1. Please check one: Ell 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 _9461 SF x 35% = 3311 SF 4. Actual Lot Coverage: (SF of all structures) 1836 _ - 9461 (lot size) = 19.4 % (This square footage should include the footprint area of all structures on the property including: house, garages, sheds, covered patios, and decks permitted by the building code) 5. Septic Tank? No If so please provide Snohomish County Health Department approval and indicate on site plan. 6. How many trees greater than 12" diameter to be removed? o If any please indicate on site plan. 7. Describe Proposal (include cross street): Build NEW sFR � CIVED JUN 2 6 2012 C A PERMIT CEN E OFFICIAL USE ONLY PROPERTY ZONED APPROVED F71_ DENIED 7_ DATE INT NASH&ASSOCIATES ARCHITECTS PLAN 2453 BEAM, LATERAL & SEISMIC CALCULATIONS STATE ff-,-WA5111!4G,fo:' RECEIVED JUN 2 6 2012 Z.o)U 2.01 Z-6 0�1� COA PERMIT CE." 2009 IBC gcoaoW155JANUARY 1, 2012 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COY �/� �`�,�. 1 i �, , :� fig: CLIENT: WH&ASS0CI M BEAM DESIGN DATA PROJECT: ARCHITECTS DATE: NAME: Roof Loads: LL 25 H/sf DL 15 y/sf Total 40 y/sf Unless Noted Otherwise Floor Loads: LL 40 N/sf DL 10 #/sf Total 50#/sf Deck Loads: LL 60#/sf DL 10 M/sf Total 70#/sf Soil: 1500 PSF Min. Concrete: Per IBC 09 Masonry: Per IBC 09 Steel: Per IBC 09 Wood: Per IBC 09 Nailing: Per IBC 09 4" Beam: Douglas Fir #2 fv = 180 fb = 900 PSI E = 1,600,000 6" Beam: Douglas Fir #2 fv = 180 fb = 900 PSI E = 1,600.000 Joists & Hem Fir #2 Rafters: fv = 75 fb = 850 PSI E = 1.300.000 Clu—Lam Beams: fv = 165 PSI fb = 2,400 PSI (reduced by size factor, CF•KI) E = 1,800,000 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WW 11W.NASH—ARC HITECTS.COM PLAN 2453 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2453 BEDROOM TWO RB-1 Date:6/13/12 lec 'on 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: 9 -7 R1 =2210 R2=3983 SPAN=5FT Uniform and partial uniform loads are Ibs per lineal ft. i 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'# 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 inz 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 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 Uniform Load A 0 R1 = 1944 R2= 1944 SPAN=6 FT Uniform and partial uniform loads are Ibs per lineal ft. 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 in' R2=4.5 in (1.5)DL Defl= 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 Adiustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 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=5 FT Uniform and partial uniform loads are Ibs per lineal ft. FftlAIN.21M MkwYO#d*yM111ili and fo:MrtluWIjtsthnson Reg#7992-66428 PLAN 2453 DIA11tr GRO)OM B-2 Date:6/13/12 Sele ion -3-1VAk11 MZ?Gil #WA40MM Lu =0.0 Ft Condlmarms NIN ZWN IM H BearirgA*em RB1 773 M2 Rr--Twin?` (N'.5)DL Defl= 0.05 in Recom Camber=0.08 in Qeba ukam•agam 6rl).M Reaetibff;l1LIL_ 3060# Reaction 2 LL 3060# ftam\wtprrfitt 7?99-(##t Reastimmr- 1TIL 4776# Reaction 2 TL 4776# ETlmWlVi nhkd*W 49W MAxirinum. ,M,, 4776# NltaxAamentl BWM#g 3666# lifLlllMaat7ie l W/lM) TliAttde.AM ". L/638 W,Mtaxma LJ/SW LI_A'etuablW-, L/>1000 Athr7bwtsst Simttaan fii SSIMOOPIT. 7T1QAaf1, '_ LL Defl Atbal; ffI49? 322B81 cell V 0.06 nticali 43111 22M,' U.3m) 0.20 statbs• I (aw OW OW OK f�atilD: I, 75%:: 7DO% :3M• 31% FP*Ooi) Fii,( E psi x mil) Fc (psi) Vall�es: Md(oemrreceV&.lws.° '12400 2M 1.8 650 A'd is3tedVAhlaes 2400 2M 1.8 650 Adhisiment JAWWdurne 1.000 Cd `�wration 1.00 11DIE Cr Rgp tltive 1.00 Mh:Shoorc&tmss NA 1 (DmWVttlkse 1.00 110®D 1.00 1.00 l�Cllmmiili.w 1.0000 Rb'a="lDM Le=0.00 Ft lLaards. Uniform LL FIM Uniform TL: 1260 =A I IP�iini l!L RbDhtTCL Distanee 1013) f13=117944 3%0 W iffrnmAomd A PI'toadsr: l� _ RI =4TM. R2=4776 iPU=6 FT IMif(3rm andlpan4id!wniforrn loads are Ibs per lineal ft. 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 GLB 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 Camber=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 ins 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 I (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:720 Uniform TL: 1120 =A Point LL Point TL Distance 1600 B=2954 2.0 Uniform Load A Pt loads: 0 R1 =5353 R2=4369 SPAN =6FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2453 DeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2453 FLEX ROOM B-4 Date:6/13/12 Selection 5-1/8x 15 GLB 24F-V4 DF/DF Lu=0.0 Ft Condition NDS 2005 Min Bearing Area R1= 12.2 in R2= 11.5 in' (1.5)DL Defl= 0.26 in Recom Camber=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 in2 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 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:520 Uniform TL: 870 =A Point LL Point TL Distance 1600 B=2954 6.0 Uniform Load A Pt loads: Q R1 =7909 R2=7487 SPAN= 14FT Uniform and partial uniform loads are Ibs per lineal ft. r 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 inz 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 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:450 Uniform TL: 900 =A Uniform Load A Q Q R1 =4546 R2=4546 SPAN= 10FT 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 Se/e i n 3-1/8x 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 in') Shear OnD 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 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:480 Uniform TL: 600 =A Uniform Load A R1 =2741 R2�2741 SPAN=9FT Uniform and partial uniform loads are Ibs per lineal ft. 7 CLIENT: AR:jNMH&A&SOCIATEB LATERAL DESIGN DATA PROJECT: CHITECTti PER IBC 09 DATE: NAME: WIND per Sec. 1609 EARTHQUAKE per Sec. 1613 Design per ASCE 7-05 Design per ASCE 7-05 CHAPTER 6 WIND LOADS CHAPTER 12 Equivalent Lateral Force Procedure Design Wind Pressure: ps = (A)(lw)(p,,) Base Shear. V -1.2 Sa S(W) where A, = Exposure Factor where: Cs = Seismic Response Coefficient lw = Importance Factor W = Efficient Seismic Weight psao = Base Design Pressure (Sa)(SI) / R = (Cs) SITE/PROJECT SPECIFIC VALUES: SITE/PROJECT SPECIFIC VALUES: Basic Wind Speed - 85 mph (V )39 Ss - 1.5 per USCS Sl - 0.90 per USGS Site Class D2 (Default) a m 1.00 Exposure "B" (<30') Seismic Design Category D lw - 1.00 R - 6.5 from Section 12 Paso= FROM CHAPTER 6 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 do ACI 318-02 concrete f c - 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 N 2 S t e i I 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 1 I I I I I I I I I I I 1 I 1 S jl I I I� I� I� I� y \\ fi v w f Q � N cI C. � N it iIi i i it==� i u S N CLIENT: NASHtASSOCIATES LATERAL CALCULATIONS PROJECT: A 1 c 11 1 .1 EC I'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 (#) SHEAR UNIT SHEAR W x H x (see chart for .rind pressure WALL SHEAR WALL • specified height) LENGTH (ft) (#/ft) TYPE /vP Z/ ka k(S, Zvp /kp z�uG r s. 2/� oC� 27 zs � � �V� ( / ZXak (5, C1 �s � 7 � j -)1 -7 (2.5 ' 1 3 7 �- IMA�,,IrPy,qk(5A� 4- 3oor holy 3-3 / l� Z �l-(�� l 2 -�rVt/�Z 1k� x�S�� -I'? av�' 60 (n 2 Y b l vl 3 vt 7 12 P)-'3 // r 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH—ARCHITECTS.COM CWENT: 11 NASH a-ASSOCIATES SEISMIC ANALYSIS PROJECT. 1 i r r c T s PER IBC 09 DATE: NAME: 1 Weight of Building: Roof Assembly: Asphalt Shingles - 2.00 /ft Cedar Shakes - 2.25#/It Tile - 9.50#/ft Felt - 0.15 #/ft Felt - 0.15 #/ft Felt - 0.15 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft Trusses ® 24" o.c. - 1.75 #/ft Trusses ® 24" o.c. - 1.75 #/It Trusses ® 24" o.c. - 1.75 #/ft R-38 Insulation - 2.35#/ft R-30 Insulation - 2.25#/ft R-30 Insulation - 2.25#/ft 1/2" GWB Ceiling - 2.00#/ft 1/2" GWB Ceiling - 2.00#/ft 1/2" GWB Ceiling - 2_00#/ft Total 9.75#/ft Total 9.90#/ft Total 17.90#/ft Use 10.00#/ft Use 10.00#/ft Use 18.00#/ft 1st & 2nd Floor Assembly: Carpet / Pad - 0.50#/ft Hardwood - 2.50#/ft 3/4 T&G Plywood - 2.50#/ft 3/4" T&G Plywood - 2.50#/ft 2x10 ® 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 to.00#/ft Interior Wall Assembly: Exterior hall 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. - 1.37 #/ft R-21 Insulation - 2.10 Total 8 12 GWB .10 #/ft / " - 2.00# ft /ft Use .00#/ft # Total 9.27#/ft Use 10.00#/ft 4" Brick Veneer - + 3.20#/ft 11644 N.E. Both St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COM CLIENT: NMH*ASSOCIATES SEISMIC 'ANALYSIS PROJECT: � r, C H I i S PER IBC 09 DATE: NAME: 2 SEISMIC: V - (C,) (Wdl) (Plywood) 2nd Level: Roof: (Asphalt / Cedar Shake) 10#/ft X A O sf = o or (Tile) 18#/ft X sf = Exterior Walls: L x 10#/sf x 1/2 (h) /�j� A--le �� (E� Interior Walls: L x 8#/sf x 1/2 (h) (1� TOTAL _ 1st Level: Roof: (1st Floor Roof) 10#/ft X 3 &D sf = 2nd Floor. 10#/ft X 1 -5 9)r3 sf = /, (7 Exterior Walls: (E2) + L x 10#/sf x 1/2 (h) / 3 Z o Gi c4ea7� / �� ��� � (E1) Interior Walls: (I + L x 8#/sf x 1/2 (h) 5Z00 f- fo-k 5 TOTAL _ '1 b Z 7 U Sid Basement: 1st Floor. 10#/ft X sf = Exterior Walls: (EI) + L x 10#/sf x 1/2 (h) Interior Walls: (11) + L x 8#/sf x 1/2 (h) TOTAL 11644 N.E. 80th St. Kirkland. WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COM NAM•ASSOCIATES CLIENT: SEISMIC ANALYSIS PROJECT: A R C x i F c C r S PER IBC 09 DATE: NAME: 3 BASE SHEAR: V = (C. ) (Wdl) Plywood LEVEL 2: Wdl � y x 0.166 = `��/r o 6 LEVEL l: Wd1 6619, 2- N x 0.166 = (O (O TOTAL- Wd1-4�- N x 0.166 = (V) Dead Load Hei ht Moment Shear ® Stor Level (Wdl) (h (Wdl)(h) Fx = [(Wdl)(h)f v Remarks (Wdl)(h) ZSr -7 2 (6 5� �T- 0(Z gOZC(otgr 1 g� s� oq Total 8�u 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.C0M 0 NASH R ASSOCIATES CLIENT: A R C H I T E C T S SEISMIC ANALYSIS PROJECT. PER IBC 09 DATE: NAVE: 4 as da W d x� zb xoa cti w 14 o�w F H cd d� �x can S �w C,11 N > o cM x �W M N N cn N N S a n a F N 4 \v zwm \ f/]Ix 4 N N n1 S �' U2 W a > A q 11644 N.E. 80th SL Kirkland. NA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COM 6 CLIENT: NA3HtASS0CIATES ARCH1 '1 SEISMIC ANALYSIS PROJECT- PER I PER IBC 09 DATE: NAME: 5 Redundancy Factor (p): 1. Maximum allowable wall shear for p<=1 Vumax = (2)(Vaccstory)/Ab 1/2 2. Maximum actual shear Vmax = Largest seismic wall shear � 276 � , S 3 & 3. p = 2-[2(Vaccstory)/(Vumax)(Ab 1/2) • 11644 N.E. 80th SL Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWM.NASH-ARCHITECTS.COM 12009 WSEC Residential Compliance Permit Number: a , T ,'fit �-�s. - General Infonfnedon Address: IP64(/ Check the box for the applicable: Job Type: 5mew ❑Addition DI Re modell 0z mddiamgd'Sq.F,_ Z'y S Heating Fueh ❑ Electric ❑LPG (Propane)) C3�6ars 13 Chor IFudis Heating System: PirForced Air ❑Room Heaters EI H�dhmmtrs ®©titan Qualification Options There are 2 different qualification options, one is based on a Prescriptive Approach, (Ctrilptter'b, E,-nd the other is a Component Approach, Chapter 5. Chapter 6 approach includes a Tlable mf,mptionm,,ame of%itilch you will select for your particular design. Choose a compliance�aption'that best,suits the earm miics amyl design of your project. The Chapter 5 Qualification Form is a second compliance apiproadhandlOw's;a builder more flexibility for alternative methods of construction. The Chapter 5 and Chapttir BMindbvo amdi Door Schedules provide an outline to assist you through the specific calculations and, %MdiRrrrrertt3�zur doors and class.Chapter 5 kiteractiv+e formats are avaiabie onine @ www.eneW.ws1L-9ditr Responsibiiity fbr information Although designated Department staff members will heilpyoulwith general questions about compltfttiq.g this form, it is ultimately your responsibility to provide detailbdi informatlom about heating systems,giEaaiV,,, insulation and other requested building specifications.. Since these forms will tie' d3WIurtted .far completeness and accuracy, you can avoid unnea-TisaM,permiitMsys,hy,carefully, pr WMiUj-All requircd information. Disregard items that don't address yowr,petlindiartiui[Mh(p,oraquir?mwitt. Design Changes Be sure to get prior approval from the DepartmwM iffdam%WWh ttm rTt 'hanger iin#D1ur'!pn� ect dwirikj construction. Code Books For more detail, refer to the 2009 Washingtoni 8tW iEnar•,tl.lv'Cadte,tttids codpr lv%v be dbtt6oi ed,IN(Tee, from Washington State University's Energy- pow mobmi , ( .uo�;a�,})_ W e includes forms, useful links, and downloadable vArirQrnrs�i,lk1C.. i 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 Door' Wall Wall• Wall• Option Area'0: U- Ceiling' Vaulted Above into ext' Floors Sono %of floor Vertical Overhead' Factor Ceiling Grade'Z Below Below Grade' Grade Grade I o R-38 Adv. R-21 R-21 R-10. 13 /0 0.34 0.50 0.20 or R-49 R 38 Int.' TB R 10 R 30 2, II. 25% 0.32 0.50 0.20 R-38 Adv. R-38 R-21 R-21 R-10 or R-49 Int.' TB R 10 R 30 2, R-38 Adv. R-21 R-21 R-10 III. Unlimited 0.30 0,50 0.20 or R-49 R 36 Int.' TB R 10 R 30 2, See MEC tame 6-1 for footnotes Radiant Slab: ❑ R-10 foam insulation,to the entire slab with thermal break(WSEC 502.1.4.9) Lighting Efficiency: ❑ 1. A minimum of 50 percent of all interior lights will be high efficacy. (WSEC 505.1) ❑ 2. Permanently mounted light fixtures providing outdoor lighting will be high efficacy unless equipped with built in photo control photo sensor. WSEC 505.2 G_ lazina 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 (Prescriptive) 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 M1508A) 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 Soecifil; 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 Capacity Requirements Bathrooms—Toilet Rooms Kitchens Intermittently oarating 50 cfm 100 efm Continuous operation 20 dim 25 cfm Chanter 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: 1.0 J Gas,propane or oil-fired furnace or boller with minimum AFU of 92% R Air-source heat pump with minimum HSPF of 8.5 lb HIGH EFFICIENCY HVAC FQUIPMFNT 2: Closed-loop round source heat pump;with a minimum COP of 3.3 2.0 lc HIGH FFFiCIENCY HVAC EQUIPMENT 3: Ductless split system heat pumps,zonal control:In home where the primary space heating system is zonal electric heating,a 2.0 ductless heat pump system shall be Installed and provide heatin i to at least one zone of the housing unit. 2 HIGH EfFICIFNCy HVAC-015TRIBUTION 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. 32 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.11 3b FFFICIENi BUILDING FNVELOPE 2: Prescriptive compliance Is based on Table 6-1,Option III with the following modifications:Window U:0.25 and wall R-21 plus 1.0 R-4 and R-38 floor,slab on grade R-10 full,below grade slab R-10 full,and R-22 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.' Sc SUPER-EFFICIENT BUILDING ENVEtOPE 3: Prescriptive compliance is based on Table 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 slab R-20 full and R-21 plus R-12 below grade basement walls and R- 2.0 49 advanced ceiling and vault.DR Component performance compliance:Reduce the Target UA from Table 5.1 by 30%as determined using EQ. 42 AIR LEAKAGF 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 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 appliances.AND All whole house ventilation requirements as determined by Section M1508 of the Washington State Residential Code shall be met with a heat recovery ventilation system in accordance with Section M1508.7 of that Code. 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 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 appliances AND All whole house ventilation requirements as determined by Section M3508 of the Washington State Residential Code shall be met with a heat recovery ventilation system In accordance with Section M3508.7 of that Code. Sa EFFICIENT WATER HEATING; Water heating system shall Include one of the following: Gas,propane or oil water heater with a minimum EF of 0.62 RR Electric Water Heater with a minimum EF of 0.93 ba 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 0.82pgSolar water heating supplementing a minimum standard water 1.5 heater.Solar water heating will provide a rated minimum savings of 85 therms or 20DO kWh based on the Solar Rating and Certification Corporation(SRCC)Annual Performance of OG-300 Certified Solar Water Heating SystemsplElectric heat pump water heater with a minimum EF of 2.0. 6 5MALL DWELLING UNIT 1: Dwelling units less than 1500 square feet In floor area with less than 3D0 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 -1.0 901 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 IySEC&W"farfaDbaodies TOTAL CREDITS FOR THIS PROJECT l f Glazing Schedule(Electronic version available at:' //www energy ws Pdu/Da umom lf!rg5ziptive Zonel xisx) Conditioned Floor Area y Sum 01 UA for Heeling System Sizir� Cum of All blazing Areas From l3ela.l Glazing to Floor Area Ratio I a rf.oliq6D2.7.2 Exception Rado(not to exceed 1%)� Exterlor Doom P7on Component DDo- Percent Width Height Glazing Door Doo- ID Description RUT $)-factor Glazed OI, Feet 1fd'Ft--1 b'h Area Area UA Enenryl Sweyiry Dwi•2 SSq"e Fewt Sum of Glazing Area,Door Am*,and UA(do nor include exempt door) Aroo Wo+ghted U-UA.Area :arm of Area and UA for'Haatl.Vsysfern she only(Include exempt doer) vertical Glazing(Windows,Glazed doors using Elccepuort"2.E OM) Plan Component Giazaty Width Hoight Glazing ID Dvscri lion Rvf. 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