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17229 84TH AVE NE_BLD20120137_2026
4�A BUILDING INSPECTION REPORT G11 v ��� Permit No.ll)- Lof- Address: _� a q a" 7.� p 41NG'� Contractor: (`ArC��SY1r✓ Owner: Co I'ne csi one_, 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 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: 01 #�� BUILDING INSPECTION REPORT Permit No. Address: r"�d�o�� g '" f!v`e-, Contractor: CDrri�SfivnG�NG�v Owner: Date: ��- ® APPROVAL PARTIAL APPROVAL VIOLATION Qf 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 a� Inspector: ® 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: BUILDING INSPECTION REPORT GAT Y � Permit No. [ �r - 0 ( y Address: OdJ� R4-t"-' 7�t r N(,`0� Contractor: Come -51 Drw-, owner: CV KQe.4,,�5fDY 1%,0_- Date: 13_-01_— 1�1' Ep APPROVAL Ep PARTIAL APPROVAL ® VIOLATION WCORRECTION 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 D Inspector: L 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: 01111- BUILDING INSPECTION REPORT Y ��� Permit No.-I- - D/ 3"1 Address: 9�. o NG� Contractor: �I Owner: -(or rl�-Snc. 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 r� �Q-Gl1c — Inspector: �, Date:_p-17112, ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork G Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ,N Insulation 0 Other: BUILDING INSPECTION REPORT tit v 6r Permit No. 15 0 ;-61 Z U ► '3 T Address: :2-Q A4 7� o Contractor: fir, e �tNC;� Owner: 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 Inspector: Date: 6 mlz.�2- ® Under-floor ® Framing ® Gas Piping 10<.Pooting ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: BLD20120137 (PT-LIVE) - PermitTrlax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT#: BLD20120137 OWNER: CORNERSTONE HOMES NW, LLC-LAM... STATUS:APPLIED BALANCE: $0.00 ADDRESS: 17229 84TH AVE NE,ARLINGTON I / �� ISSUED: wI CREATED: 6/5/2012 't SCREENS: Select Screen... 0 FUNCTIONS. Select Permit Function._ SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVIE.. DESCRIPTION ASSIGNS.. DUE DATE LAST (#) REQ? DO.. ASSIGN REMOVE 2000 C-Building I CYOUNG 6/12/2012 0 Y N Assign Remove 2008 C-Community Development I ARUSKO 6/12/2012 0 Y N Assign Remove https:Hcoapermits.arlington.local/PermitTrax/Module Permits/Permits_Permit/Permit Reviews.asp... 6/5/2012 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: Residential Addition ED Residential Alteration Also Including: Plumbing (ED Mechanical Project Address 17229 84th AVE NE Parcel ID#: 0108920001200 . Lot#: 12 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: 1p@cornerstonehomes.us Address PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Building Area(Sq Ft): 1st Floor: 1065 2"d Floor: 1535 3`d floor: Deck: Garage/Carport: 627 _ 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 I her certify that th above information is correct and that the construction on, and 1e occupancy and the use of the above- des ib d property will in accordance with the laws, rules and regulation of the date f ashington. p cants Signature Date P � I Pri t Applicants Name RECEIVED FOR STAFF USE ONLY 5 2017 /4 - i37 COA PERMIT CENTER Permit# Accepted By Amount Received Receipt# Date Received 4_ ._i Tire _ i RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3418 Number of Plumbing Fixtures (Including Rough Ins) Plumbing Fixtures Accessory Main Unit#X Total Fixture Total Number Fixtures Dwelling Unit Residence Multiplier Units Bar Sink 0 X 1.0 = 0 Bathtub or Combination Bath/Shower 2 X 4.0 = 8 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) 4 X 1.0 = 4 Shower(Stand Alone)Each Head 2 X 2.0 = 4 Water Closet(Toilet) 3 X 2.5 = 7.5 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture 36.5 Units Traps other than above items) Column Totals >7" Estimated Project Valuation Building Square Footage 2600 15t Floor 1065 2"d Floor 1535 3rd Floor Basement Deck Garage 627 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. JC. Dierence in elevation between meter and highest fixture: 16feet above meter or feet below meter. ssure in street ain: psi. (Measure with gauge or check with Water Department) hertify that the a e information is correct and that the construction on, and Oe occupancy and the use of the above- des nbed�roperty wil i accordance with the laws, rules and regulation o e Sfat"f Washington, Applicant Signature l Dale r RECEIVED .fUN 0 5 2012 8 COA PERMIT CENTER &LZ 2ai2-D13-7 ■ or ' 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: ® New Residential ® Addition/Alteration Project Description: New S F R Project Address: 17229 84th AVE NE Parcel lD#: 0108920001200 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: 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 ❑ Re-circulating Heating System ❑ Swimmin P of / ❑ Other Authorized Signature: Date: For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other RECEIVED Inspection Required. YES ❑ NO ❑ JUN 0 5 2 Q CENTER blA7DlI - 01 �51 -1611 1 RESIDENTIAL MECHANICAL PERMIT APPLICATION a. 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:17229 84th AVE NE Parcel ID#: 0108920001200 Lot#: 12 Subdivision: Eagle Heights Project Description: New SFR Owner: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Contact Person:JP Lampinen Phone Number: 425-388-5888 Cell Phone: 425-923-0926 Fax: E-mail: jp@cornerstonehomes.us Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Please List quantity of fixtures below: FURNACE UP TO 100K BTU 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 5 VENTILATION FANS OTHER VENT HOOD DOMESTIC INCINERATOR ALL OTHER UNITS FREESTANDING STOVE Contractor' Innovative Comfort Systems Phone Number: 425-268-0863 Address: 17405 Snohomish Ave City: Snohomish State: WA Zip Code: 98296 Contractor's License Number: INNOVCS895PM Expiration: 10/14/2013 I hereby certify that the ove information is correct and that the construction on, end the ogcupancy and the use of the above- describe A property will b 0 accordance with the laws, rules and regulation of the State of Wash} gton. (iplicants Signature D to JP Lampin / Print Applicants Name RECEIVED FOR STAFF USE ONLY JUN 0 5 2012 Permit# Accepted By Amount Received Receipt# rOADa% ve.�# (,b avi�4;og� 37 i ZL i ti i I�i HOUSE 1930 WALK/PATIO 172 LOT COVERAGE 2102 LOT SQ FT= 7,332 LOT COVERAGE= 28.7% 2102 SQ FT / 7332 SQ FT II BUILDING HEIGHT= 27'9" I I 69.59' i' s �`r r: r� O �s i G � F 00 sso 3� anti ro` "\ i N RECEIVE® LOT 12 JUN 0 5 2012 P LAN: 2600 COA PERMIT CENTER 17229 84TH AVE NE ARLINGTON WA 98223 SCALE: 1 "=20' SITE EAGLE CORNERSTONE HOMES NW, LLC ORNERSFoNI - PO BOX 14424 MILL CREEK WA 98082 PLAN HEIGHTS OFFICE(425)338-5888 ■ '� ■ �; ._. � 1 - L I _ II �11• ��I �I - � � 11� 1 I � _ • I I I � 1 12009 WSEC Residential Compliance IN Permit Number: LSN.ti+3J. . S.iaidY�6a": i+J aku'' �1 Y{a,v�'fa l� .gu,T+c1. � ..., ? �. wy .r _.W ,. � ,�• L L.:.:�.-v .�7 7 t. l N /Js� iUiil ::i 11 '.L�y, Re ' :..'. General Inforillation Address: yu�N 2(-0-0D Check the box for the applicable: Job Type: New ❑Addition ❑Remodel Conditioned Sq. Ft.:?, v Heating Fuel: ❑ Electric ❑ LPG(Propane) ^J2'Gas ❑Other Fuels Heating System: 'plorced Air ❑ Room Heaters ❑ Hydronic ❑Other Qualification Optllons There are 2 different qualification options, one is based on a Prescriptive Approach, Chapter 6, and the other is a Component Approach, Chapter 5. Chapter 6 approach includes a Table of options, one of which you will select for your particular design. Choose a compliance option that best suits the economics and design of your project. The Chapter 5 Qualification Form is a second compliance approach and allows a builder more flexibility for alternative methods of construction. The Chapter 5 and Chapter 6 Window and Door Schedules provide an outline to assist you through the specific calculations and requirements for doors and class.Chapter 5 Interactive formats are avallable online(del www.erwfgy.wsu.edu Responsibility for information Although designated Department staff members will help you with general questions about completing this form, it is ultimately your responsibility to provide detailed information about heating systems, glazing, insulation and other requested building specifications. Since these forms will be evaluated for completeness and accuracy, you can avoid unnecessary permit delays by carefully providing all required information. Disregard items that don't address your particular building or equipment. Design Changes Be sure to get prior approval from the Department if you wish to make changes in your project during construction. Code Books For more detail, refer to the 2009 Washington State Energy Code, this code may be obtained, for free, from Washington State University's Energy Program website (www.energy.wsu.edu). This website includes forms, useful links,and downloadable versions of the WSEC. RECEIVE® JUN 0 5 2012 COA PERMIT CENTER PDLJ) ?D I a Di 3� — w . ' — ' + . ^ / n —�� ^ | . � . . � / » � — . ' � . — . ., 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 q• Slab Option Area": U- Ceiling2 Vaulted Above int ext Floors on %of Floor Vertical Overhead' Factor Ceiling Grade12 Below Below Grade' Grade Grade I. 13% 0.34 0.50 0.20 R-38 Adv. R-38 R-21 R-21 R-10 or R-49 Int.' TB R 10 R 30 2, 4 II. 25% 0.32 0.50 0.20 R-38 Adv. R 38 R-21 R-21 R-10 or R-49 Int.7 TB R-10 R-30 2, III. Unlimited 0.30 0.50 0.20 R-38 Adv. R 38 R-21 R-21 R-10 or R-49 Int.7 TB R 10 R 30 2, See WSEC table 64 forfoobrotes Radiant Slab: ❑ R-10 foam insulation,to the entire slab with thermal break(WSEC 502.1.4.9) Lighting Efficiency: ❑ 1. A minimum of 50 percent of all interior lights will be high efficacy. (WSEC 505.1) ❑ 2. Permanently mounted light fixtures providing outdoor lighting will be high efficacy unless equipped with built in photo control photo sensor. WSEC 505.2 Glazing Schedule Attached to Document Please 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. 1. Intermittent Whole House Ventilation Using Exhaust Fans&Fresh Air Inlets. (IRC M1508.4) 2. Intermittent Whole House Ventilation Integrated with a Forced Air System. (IRC M1508.5) 3. Intermittent Whole House Ventilation using a Supply Fan. (IRC M1508.6) ❑ 4. Intermittent Whole House Ventilation Using a Heat Recovery Ventilation System(IRC M150B.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 Capacity Requirements Bathrooms—Toilet Rooms Kitchens Intermittently operating 50 cfm 100 cfm Continuous operation 20 cfm 1 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 is HIGH EFFICIENCY HVAC EQUIPMENT 1: Gas,propane or oil-fired furnace or boiler with minimum AFU of 92% R Air-source heat um with minimum H5PF of 8.5 1'0 ►� lb HIGH EFFICIFNCY HVAC EQUIPMENT 2: 2.0 Closed-loop ground source heat pump;with a minimum COP of 3.3 lc HIGH EFFICIENCY HVAC EQUIPMENT 3: Ductless split system heat pumps,zonal control:In home where the 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 LFFICIENCY HVAC DISTRIBUTION 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:C.28 floor R-38,slab on 0.5 grade R-10 full,below grade slab R-10 full or Component performance compliance:Reduce the Target UA from Table 5-1 by 5%,as determined using EQ.1.' 3b EFFICIENT BUILDING ENVELOPE 2: Prescriptive compliance is based on Table 6-1,Option III with the following modifications:Window U:0.25 and wall R-21 plus 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 SUPFR-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-21 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. OR Component performance compliance:Reduce the Target UA from Table 5.1 by 3091.,as determined using EQ.1.' 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 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 appliancesb=All whole house ventilation requirements as determined by Section M1508 of the Washington State Residential Code shall be met with a heat recovery ventilation system in accordance with Section M3508.7 of that Code. 5a EFFICIENT WATER HEATING Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.62QR Electric Water Heater with a minimum EF of 0.93 AND for both 0.5 cases All showerhead and kitchen sinkfaucets 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 0.82Q$Solar 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(SRCC)Annual Performance of OG-300 Certified Solar Water Heating SystemsQ&Electrlc heat pump water heater with a minimum EF of 2.0. 6 51VIALL DWELLING UNIT 1:" 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 750 square 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. Sere I&SEC&bk 94 far f hwtes TOTAL CREDITS FOR THIS PROJECT r J Glazing SChedule(Electronic version available at:ttttn://vmw,energy,wsu,edu/Documents/ergscTiptive Zonel,xlsx) Conditioned Floor Area QQ Sum of UA for Heeting£yswrn Sizing £um of All Glazing Areas From Belo Glazing to Floor Area Ratio O $02.7.2 Exception Rao(not to exceed 1%)�� Extarlor Doors Plat Component Dow Percent Width Height Glazing Door Doo- ID Descri iron Rol. U-facbor Glazed Ot. Feet Pm*'Feet" � toes Areas UA Orw F�rwl Swityinp Dwj-=2-I SWa .Fret Sum of G/az/M Area.Door A►va,and UA(do nol include exempt docr) Area Wofght d U-UAtArea Sum of Area and UA for Heathgsystem size only(Include exempt doer) VeMcal Glazing(Windows.Glazed doors using Exception 602.6#1) Plan Component Glazing Width Height Glazing lD Description Ref. V-facto Cat, Feet '*4h Fwt'-" Area UA VI/VT(- l ja_ It _ 6 WZ . r D Sum ofAnea and UA 133o,S I 105. Anea Welghted U a UAlAna 2 ovetYteaa aalazing Plan Compattwnt Gtozkg Width H"M 10 DaocN lion Rof_ U 01. Fpet h Foet Ar o UA Sum of Ana arld GA Ara&W#7gnrfG L/R UA�Aroa DouDw Glaz"Onroen Winoovm Section 002.7.2 Exception Plan Component Width Height if? Descr; lion C>t. Ferr � p••t �" A ern Uh ourn atAr" Sum ofAnaX 3 i(Th/o total 4 automoticallyinWuded/n th•glazing area total.) Gilazbp 7JA for Nesting Uystem 51zo Ony-Ana X 0.03 4 I i SiYriple Heating System Size (Electronic version available at:httl'//v.__ nwr.energy v4su edulN-q ments/PreaQia ve Zonei xls�Q Indoor Design Temperature 70 Outdoor Design 7emperoature 24 Design Temperature Difference (DT) ,%T=Indoor-Outdoor Design Term 46 Conditioned Floor Area Z 00 Gonditioned Volume 27 Glazing Copy Sum of UA from Glazing Schedule /D ,7(71 Attic U-Factor X Area = UA R-49 0.027 R-38 Ad.,anced C.026 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA R-33 Vented 0.027 I 1 —1 F� Above Grade Walls U-Factor X Area = UA R-21 0.056 FE7q Z'► N Floors U-Factor X Area = UA R-30 4.029 (69(4 0 N , Below Grade Walls U-Factor X Area = UA 2' Depth Walls 0.042 3.5' Depth Walls 0.041 7' De th Walls C�.U37 Slab Below Grade F-Factor X Lengih - UA 2'Depth 0.50 3.5' Depth 0.04 7' De th 0,57 Slab on Grade F-Factor X Length UA R-10 2' perimeter 0.54 R-10 Full - Heated 0.55 Ej Sum of UA 32 ,R Envelope Heat Load 1 Nq .32 Btu/ Hour Sum of UA X iT Alr Leakage Heat Load i/2 , Btu/ Hour (;;/olume.X ..6)XAT)X,016)'I Building Design Heat Load 2 (9 Btu/ Hour Air Leaka;e t Envelope Heat Loss Building and Duct Heat Load! F Za 9 Btu 1 Hour It duals are Icaated in unconditioned spaoe:suer Of bulding Heat Loss X 1.15 It ducts are locoted in conditioned WOae:SUM of Building Heat Loss X 1 Maximum Heat Equipment Output 1509'o F3 10 v Btu / Hour Building and Duct Heat Loss X 1.r0 ~' RESIDENTIAL PERMIT O1 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 thatllall items de ld gated as submittal requirements must accompany my Building Permit Application to be c nsidered co plete submittal. r`Signature; � Date: - O ner/Owner Representative Company: Cornerstone'Homes NW LLC Phone: 425-338-5888 RECEIVED JUN 0 5 2012 6 COA PERMIT CENTER ab-"?- l a--b I S7 Em 21 • r. 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 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 PERMIT SUBMITTAL ea L 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 r 1 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. lo. Retaining walls. 11 Show the location and size of all crawl space vents and the crawl space access with size and location. 12. Show footing depth below grade and show the clearance between grade and sill plate. 13. Show the floor joist size, spacing, direction, support, connections and blocking. 14 Show all floor insulation. 15. Label any space within the foundation (i.e. basement, garage, storage room, etc.) Note! Arlington is in seismic design category D2 which requires that foundations with stem walls have a minimum #4 rebar at top and minimum #4 rebar at bottom of footing. C. ❑ FLOOR PLAN (Minimum '/4" Scale) 1. Indicate the dimensions of all areas and the use of each room. Include fixed cabinet, counter or island facilities. 2. Show all roof, floor or deck joist size, spacing, direction, support, connections. Blocking, etc. 3. Show the location of exhaust fans, smoke detectors, hot water heater, heating units, plumbing fixtures and any other mechanical equipment. 4. Show the location of the attic and/or crawl space access. 5. Include all exterior decks on your floor plan, with necessary structural details and attachment to the house. 3 RESIDENTIAL PERMIT i 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) i. Show a typical roof section with all materials labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections 2. Show a typical foundation and floor section with all material labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections. 3. Show a typical wall section with all materials labeled; indicate size and spacing of all members and insulation values. 4. Show all connection details, including post-beam, post-footing, collar tie, etc. 5. Provide the dimensions for all stairs, with details showing rise, run, headroom and handrails per Section R311 of 2006 International Residential Code. Guards require intermediate rails to be less than 4" apart; handrails are to be 34"to 38"from nose of the tread and to be returned. Show any fire blocking, landing sizes. Specify one-hour fire resistive construction for any usable space under the stairs. 6. Show a section detail for any fireplace, including the hearth and hearth extension. Include dimensions, materials, clearance from combustibles, height above roof, reinforcing, seismic anchorage and foundation details. E. ❑ STRUCTURAL NOTES 1. Specify all design load values, including dead, live snow, wind, lateral retaining wall pressures and soil bearing values. 2. Specify minimum design concrete strength, concrete sack mix and reinforcing bar grade. 3. Specify the grade and species of all framing lumber. 4. Specify the combination symbol (strength) of all GLU-LAM beams. 5. Specify all metal connectors, including joist hangers, clips, post caps, post bases, etc. 6. Provide details showing the complete load path transfer at roof perimeter, interior shear walls, cantilevered floors, off-set shear walls and ceiling diaphragm to shear walls (if used). 7. Provide a shear wall schedule noting nail spacing, blocking, bolts, top and bottom plat nailing. 8. Locate all hold down straps on the drawings. F. ❑ STRUCTURAL CALCULATIONS 1. Provide two (2) sets of structural calculations if prepared by an engineer or architect registered with the State of Washington. (Not required if using Prescriptive Design Approach from the IRC/IBC.) G. ❑ ELEVATIONS 1. Show elevations views of each side of the structure; provide finished floor level for each floor. 2. Show existing and proposed grades. 3. Show the maximum building height. 4. Show the maximum site slope. 5. Show all roof overhangs and any chimney clearances from the roof. 4 ' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 s. Indicate the pitch of the roof. H. ❑ DOORS & WINDOWS 1. Show size and type of all doors. 2. Show the door size, type and closure device for doors between the garage and dwelling. 3. Show all window sizes and openable areas. 4. Show all sleeping room egress window locations, sill heights, methods of opening, dimension of openable area and clear open space. 5. Show size and type of all skylights. I. ❑ WASHINGTON STATE ENERGY CODE 1. Provide one (1) copy of the WSEC &VIAQ Residential Prescriptive Compliance Form. 2. Show the insulation R values on the floor plan drawings and glazing class of all windows and skylights. 5 RESIDENTIAL PERMIT 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. _❑_ Plat name, if applicable. 2. Vicinity map. 3. F-1 Zoning of property. 4. _1—L. 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. _L—L Building height. 7. A break down of lot coverage by building. 8. F-1 All critical areas, if applicable, with designated setbacks and buffers. 9. 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 -7 Steep Slope 134' �v 10,Utility Easement r �•/ Deck tw \ •-2o'_1 Shed N 20' House 4160 to Garage 12J_6_ $ Deck 600 Porch 19Z Shed 2�,Q Wetland 1 Total §�$ I 32' 4 House Lot Size-18,760 sgft Garage fi �' N Driveway t Porch r• �- -'-- -- — — -- -- �21' "Gtir� lo'utility easement Plat Name Incline tat q 14 Scale V=20' Address 20402 mt.-view or. 2 Parcel Number 00477600101400 s Sullding Height 17' Total Building sgft. 5M �'•+q� ��,no °r N tat Size 18760 sq.ft. x 35%= 6565 sq.ft. 1 SITE Lot Coverage 26 89 sq.ft.=18760 q.ft. =34 =2 trees on the lot;1 in front(s au•oi tree can count)and 1 In back e WRIFTY MAP uuL.•-w. 11 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 The applicant shall submit two (2) copies of a site Improvement and Drainage Plan on 8.5" X 11" paper showing ALL of the following. (See attached example) General 1. Name, address and phone number of owner and/or contact person. 2. North arrow, 1" = 20' scale, date, lot number and plat, address and street name fronting proposed structure. 3. Location and finished floor elevation of all proposed structures and any existing structures on the site in relation to lot lines and corners. 4. All trees 6" diameter or greater are to specifically plotted in relationship to property corners; include size, species and intention to save or remove. Provide the drip line of trees to be saved. 5. Any sidewalk fronting the property and whether or not the street is improved or unimproved. Indicate whether the driveway apron will be modified, relocated or repaired. 6. Proposed elevation contours (2' interval) on the subject property along with existing contours or spot elevations. Indicate any slopes greater than two (2) feet horizontal to one (1)foot vertical. 7. Provide location of all silt fences. 8. Indicate any proposed rockery and/or retaining wall construction including associated drainage. 9. Note any existing walls or rockeries along with finished floor elevations or grades on adjacent lots. Water/Sewer 1. The location and dimensions of any existing utility easements (sewer, water, etc.) either public or private. 2. The proposed location of the sanitary sewer line including cleanouts and the proposed location of the water line along with the proposed connection points to the City's systems. Stormwater 1. Location and size of all wetlands, streams or drainage channels located within 25 feet of the site, which may involve or affect drainage of then site to be developed. Indicate swales, dips and pipes and provide a cross-section of the areas. If culvert pipes are proposed, indicate size, type and inlet/outlet information. 2. Indicate proposed location of foundation and roof drains along with appropriate cleanouts. 3. Indicate direction and location of surface water runoff entering the site from adjacent properties. After review of this plan, a list of site-specific requirements will be issued. A temporary erosion/sedimentation plan may be required in addition to this plan. 12 RESIDENTIAL MECHANICAL I PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 Use this checklist to ensure that all necessary information is provided for review of your project. Please be advised that the 2009 WA State Energy Code is now the current code used to review your submittal. Requirements for Submittal (Complete for Change-Out Only * ): ❑ Completed residential mechanical permit application* ❑ Mechanical Appliance cut sheets* ❑ Heating and Cooling design loads (WSEC Prescriptive Compliance Worksheet) www.energy.wsu.edu/BuildingEfficiency/EnergyCode.aspx ❑ Appliance location and distribution details, including gas piping info Required Inspections/Tests: ❑ Rough-in mechanical and Gas pressure piping ❑ Duct Leakage Test by a Qualified Technician (see exceptions) ❑ Building Air Leakage Test (new construction only) Exception 1: Duct testing is not required if the air handier and all ducts are located within the conditioned space. Exception 2: Duct testing is not required if the furnace is a nondirect vent type combustion appliance and is installed in unconditioned space with a maximum of six feet connected ductwork in the unconditioned space. 24-hour notice of Request for Inspection Call the 24-hour inspection line at 360-435-0674 APPLICATIONS ARE CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. ■ . � . . � 7 CITY OF ARLINGTON e 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 PHONE:(360)403-3551 BUILDING PERMIT Address:17229 84TH AVE NI;ARLINGTON Permit#:BLD20120137 Parcel#:0108920001200 Valuation:$295,000.00 OWE. - APPLICANT CONTRACTOR CORNERSTONE HOMES NW,LLC CORNERSTONE HOMES NW,LLC CORNERSTONE HOMES NW,LLC JP LAMPINEN JP LAMPINEN JP LAMPINEN PO BOX 14424 PO BOX 14424 PO BOX 14424 MILL CREEK,WA 98082 MILL CREEK,WA 98082 MILL CREEK,WA 98082 jp@cornerstonehomes us jp@cornerstonehomes.us Lie#:CORNEHN9470A Exp:9/l/2012 PLUINI31?VG CON fR ACTOR' NI HA�ML CON nu.CTOR 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 JOB AGSCRiPTION New Single Family Residence 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: N/A f -'"Mmr 'APPRO AL 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 NLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A C RT FICATE OF OCCUPANCY HAS BEEN GRANTED.IBC110/IRC110. SAL TAX NO CE, Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return forn and coded ity of ington 43101. Si a Lire Print Name D to Release y ate ARCHIVE APPLICANT ASSESSOR OTHER BLD20120137 CONDITIONS ; THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. • Replace all missing brass fittings on the tail piece. • Protect the eAsting meter boxes and tail piece during construction. PFR'N'1fT F-M Date_ Description Tree Amount Paid Bah+nce Due 6/6/2012 Plumbing Permit Fee $241.00 $0.00 $241.00 6/6/2012 Mechanical Permit Fee $110.00 $0.00 $110.00 6/6/2012 Building Permit Fee(QTY:1) $2,672.70 $0.00 $2,672.70 6/6/2012 Building Plan Check Fee(QTY.-1) $1,737.26 $0.00 $1,737.26 6/6/2012 State Building Code Surcharge(QTY-. 1) $4.50 $0.00 $4.50 Total Due: $4,765.46 $0.00 $4,765.46 -- - - - CALL FOR INS PFEnONS BURDING/FNGINFFRTNG/PARKS/UrUff N/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the follmiing information: Permit Number,.lob Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed,and NOhether you prefer morning or afternoon. • C-Footings • C-Foundation Wall • C-Foundation Drainage • C-Plumb Ground Work • C-Plumb Rough In • GCms Test/Pipe • C-Equipment-Mechanical • C-Shear Nailing-EXerior • C-Framing • C-Insulation/Caulk • C-SheetrockNail • C-Building Final • GRoof Drains • C-Underfloor x x � Oo z No no � �- o � d Z x � fD a x ( o D p c C7 O0 O V ,f ~ Z Ooo d x n 00 (D oZ � x U) z � � o z o d9 o � r � r try O z � z d c z � ® r y p y 0 0 r z n � (D � d d a 0 n 1 n r n N r 0 � � p � N C� C o � o V a �- z M Property Address: i-�?-2 $�f��� A L/ N A,l cin gNvs aMi Lo Conditioned Floor Area Date /zc)lz Builder or registered design professional Signature: R-Values Ceiling: Vaulted R- Floors Over unconditioned space R- Attic R- Slab on grade floor R- Walls: Above grade R- Doors R- Below, int. R- R- Below, ext. R- R- t-F actors and SHGC • NFRC rating (or) Windows U- SHGC- Default rating(chapter 10 wsEc 2009) Skylights U- SHGC- Chapter 1 Opilon(s) Total Chpt. 4 Cretins lleathi g, Cooling & DontesWcHot tljater System Type Efficiency Heating cL Fca` <ec't A r Y h o`e e_ � 5 Cooling 't L� �� -��, �,� 3 13 S WE DHW i ✓t S •. Duct& BufMig Air Leakage All ducts & HVAC in conditioned space (yes/fe) Insulation R- g' Test Method: —Q:�l leakage Leakage to exterior pC Air handler present Test Target CFM@25Pa Test Result CFM@25Pa Building air leakage target: SLA<0.00030 - Tested leakage: SLA= 6 ooq 81� Onslte Rene;vable Fit esgi=Electric Power Systent System type Rated annual generation Kwh ., � ,,. �'. I Insulation Certificate/Attic Card /SLA Testing Batts and Blankets Thermal Performance(Attic Application) When Installed In accordance with the manufacturer's The stated thermal resistance(R-veluu)is provided by Installing in accordance with the manufactuer's Instructions,the required number of bags recommendations.Knauf balls and blankets will provide per 1,000 sq.ft.or net area,at not less than the labeled minimum thickness. Failure to Install both the required number cf bags and at least the the full R-value. minimum thickness wlti result In lower Insulation R-value. Vy"Wilualn` gidWrObVii "nVOMMTo Obtain An Insulation Installed insulation should not To Obtain an Insulation The number of Contents of lhls bag should not The welght/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" R42 6.50" R-26 12.4 80.9 SF .371 LBS 9.00" R-21 HD 5.50" R-22 10A 95.8 SF .313 LiBS -7.75" R-19 6.25'" R-19 8.9 111.8 SF .268 LBS 6.75" R-15HD 3.50" R-13 1 6.1 1 164.3 SF .183 LBS 4:75" R-13 3.50" R-11 1 5.1 1 197.6 SF .152 LBS 4.00" R-11 3.50" Bag Weight-Nominal 30 lbs.,Minimum 29 lbs. This product comforms to the performance roquiromunls of ASTM C 764,Typo I,and cancelled R-8 2.50" Federal Specification HH-1-10308,Type 1,Class B. R-Vulues are determined in accordance with C 687 and C 5-1& '"R'means resistance to "R-18 In a 5.5'cavity.Conforms to ASTNI C665 and heat flow. The higher Ilia R-value,Ilia greater the insulation power. To got Ilia marked R-value,It Is eseentlal that the Insulation be installed Federal Specification HH-1-521F. property. If you do it yourself,got Instructions and follow them carefully. t=2'Ot Yl2"fd` Y `er �I a �I iillding AIr.Leakag4_ Framing Adjustment To compensate for framing members,the number of bags per 1,000 sq..ft.of area to be Building Air Leakage target: SLA Less than 0.00030 insulated should be as shown below. Tested Leakage SLA: _ Milli WPM 2x4 31.2 31;3 Building Analyst Technician : Roscoe Day BPI #CAN10518 R-60 2x6 30.8 31.1 2x8 30.6 30.8 2x4 25.3 25.4 R-50 2x6 25,0 25.2 a:?s?fdt a u93r- Standard 2x8 24.6 25.0 Attic Area R• 49 49 2x4 21.6 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 unhealed crawls ace R• 30 30 2x4 18.4 18.6 R-38 2X6 18:1 18.4 Completed as of: 9/18/2012 2x8 17.8 18.2 2x4 13.8 14.0 Site Address: Eagle Heights Lot 12 R-30 2x6 13:5 13.8 17229 84th Ave NE 2x8 13.3 13.6 Ariln ton Wa 2x4 11.9 12.0 Home Builder R-26 2x6 11.6 11.8 Signature: 2x8 11.3 11.6 2x4 9.9 10A Home Builder Cornerstone Homes NW LLC R,22 2X6 9.7 9.9 Address: P.O.Box 14424 2x8 9.7 9.7 MITI Creek Wa 98082 2x4 8.6 8.6 R-19 2x6 8.2 8.4 2x8 7.9 A4,5 Insulation 2x4 5.6 Contractor: Magellan Insulation R-13 2x6 5.4 22706 58th Place South 2x8 5:1 Kent,WA 98032 2x4 4.6 R-11 2x6 4.3 2x8 4.1 1� Z A 9 I�I I r ZON20120056 (PT-LIVE) - PermitT�x by Bitco Software Page 1 of 1 DEVLPMNT REVIEvv COMMITTEE PERMIT#: ZON20120056, OWNER: CORNERSTONE HOMES NW, LLC-LAM... STATUS:APPLIED ADDRESS: 17229 84TH AVE NE,ARLINGTON / V! �� BALANCE: $0.00 + ISSUED: (�((((////►►►► CREATED:6/5/2012 SCREENS:Lselect Screen... FUNCTIONS: Select Permit Function... Q GENERAL- BLD REVIEWS PRINT ADD NEW SUMMARY REVIE.. DESCRIPTION ASSIGNS.. DUE DATE LAST (#) REQ? DO.. ASSIGN REMOVE 1002 P-Engineering I LPETERS... 6/8/2012 0 Y N Assign Remove 1014 P-Public Works I MHAYES 6/8/2012 0 Y N Assign Remove 1020 P-Sewer FRAPELY... 6/8/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPARD 6/8/2012 0 Y N Assign Remove 1028 P-Water EANDER... 6/8/2012 0 Y N Assign Remove 1032 P-Utilities I LTAYLOR 6/8/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 6/8/2012 0 Y N Assign Remove 2008 C-Community Development I ARUSKO 6/8/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 6/8/2012 0 Y N Assign Remove 2014 C-Planning I THALL 6/8/2012 0 Y N Assign Remove Y_ D https:Hcoapermits.arlington.local/PermitTrax/Module Permits/Permits_ Permit/Permit Reviews.asp... 6/5/2012 1 ' RESIDENTIAL SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 ZONING VERIFICATION APPLICATION 72 hour turnaround Date: 6/05/2012 Address: 17229 84th E NE Arlington,WA 98223 Plat: Eagle Heights Owner/Applica t: ornerstone Homes NW LLC Signature: Venflonti n of accuracy and agreement to follow the City of Arlington Municipal Code Phone: (h) 425-338-5888 �/ (C) 425-923-0926 1. Please check one: ✓❑ a. Single-family dwelling ❑ b. Duplex ❑ c. Addition ❑ d. Accessory structure 2. Proposed Dimensions: W) 44 L) 42 H) 26 Total SF) 2600 3. Allowed Lot Coverage: Total Lot Size 7332 SF x 35% = 2562.70 SF 4. Actual Lot Coverage: (SF of all structures) 2102 _ 7332 (lot size) = 28.7 % (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): Budd NEW SFR OFFICIAL USE ONLY PROPERTY ZONED APPROVED F-1_ DENIED_ DATE INT JUN 0 5 2012 COA PERMIT CENTER 20N OL01d-OC61,0 q� ■ tam ),- ir . - A HOUSE 1930 WALK/PATIO 172 LOT COVERAGE 2102 LOT SQ FT= 7,332 LOT COVERAGE= 28.7% 2102 SQ FT / 7332 SQ FT BUILDING HEIGHT= 27'9" 69.59' 9_ w� ✓r N' i ` i i n, ey i CP ' RECEIVED LOT 12 'JUN 0 5 201 P LAN: 2600 COA PERMIT CENTER 17229 84TH AVE NE 5lA 21 61a-01i-> l ARLINGTON, WA 98223 SCALE: 1 "=20' SITE EAGLE CORNERSTONE HOMES NW, LLC ORNCRSTONE PLAN HEIGHTS PO BOX OFFICE(425)38-8 8A 98082 Cr o r.: � i, :� i ��i ��� �� � i �� - i S � I - �. , � _� NASH&ASSOCIATES ARCHITECTS PLAN 2600 BEAM, LATERAL & SEISMIC CALCULATIONS RECEIVED JUN 0 5 2012 2009 IBC COA PERMIT CENTER JANUARY 1, 2012 bCb,'31D/a-0137 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COY e r iu CLIENT: NASH+ASSOCIATES BEAM DESIGN DATA PROJECT. ARCHITECTS DATE- NAME- Root Loads: LL 26 N/af DL 15 p/at Total 40 B/st Unless Noted Otherwise Floor Loads: LL 40#/st DL 10 N/af Total 50#/sf Deck Loads: LL 60 M/sf DL 10 N/at Total 70 N/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 k Hem Fir #2 Ratters: fv = 75 fb = 850 PSI E - 1.300,000 Glu-Lam Beams: tv - 165 PSI fb = 2.400 PSI (reduced by size factor, CF•KI) E = 1,800.000 11644 N.E. 80th SL Kirkland, MA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COM w� I PLAN 2600 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2600 BEDROOM TWO RB-1 Date:5/29/12 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=4.7 in2 R2=5.7 in' (1.5)DL Defl= 0.04 in Recom Camber=0.07 in Data Beam Span 5.0 ft Reaction 1 LL 1795# Reaction 2 LL 2145# Beam Wt per ft 6.83 # Reaction 1 TL 3044# Reaction 2 TL 3682# Bm Wt Included 34 # Maximum V 3682# Max Moment 5952'# Max V(Reduced) 3152# TL Max Defl L/240 TL Actual Defl L/718 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in') Shear in') TL Defl(in) LL Defl Actual 42.19 28.13 0.08 0.04 Critical 29.76 19.70 0.25 0.17 Status OK OK OK OK Ratio 71% 70% 33% 24% 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:438 Uniform TL: 700 =A Point LL Point TL Distance 1750 B=3192 3.0 Uniform Load A Pt loads: 0 R1 =3044 R2=3682 SPAN=5FT Uniform and partial uniform loads are lbs per lineal ft. 2' y �i PLAN 2600 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2600 MASTER BEDROOM RB-2 Date:5/29/12 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=5.5 in2 R2=5.9 in (1.5)DL Defl= 0.08 in Recom Camber=0.12 in Data Beam Span 6.0 ft Reaction 1 LL 2116# Reaction 2 LL 2262# Beam Wt per ft 6.83 # Reaction 1 TL 3584# Reaction 2 TL 3850# Bm Wt Included 41 # Maximum V 3850# Max Moment 7901 '# Max V(Reduced) 3319# TL Max Defl L/240 TL Actual Defl L/452 LL Max Defl L/360 LL Actual Defl L/941 Attributes Section in' Shear(in') TL Defl in LL Defl Actual 42.19 28.13 0.16 0.08 Critical 39.50 20.75 0.30 0.20 Status OK OK OK OK Ratio 94% 74% 53% 38% 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 Lo ds Uniform LL:438 Uniform TL: 700 =A Point LL Point TL Distance 1750 B =3192 3.25 Uniform Load A Pt loads: Q R1 =3584 R2=3850 SPAN=6FT Uniform and partial uniform loads are Ibs per lineal ft. *• I . ' PLAN 2600 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2600 DINING ROOM B-1 Date:5/29/12 Selection 3-1/8x 10-1/2 GLIB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=6.1 in R2=8.1 in (1.5)DL Defl= 0.02 in Recom Camber-0.02 in Data Beam Span 4.0 ft Reaction 1 LL 2518# Reaction 2 LL 3262# Beam Wt per ft 7.97# Reaction 1 TL 3964# Reaction 2 TL 5250# Bm Wt Included 32 # Maximum V 5250# Max Moment 5012'# Max V(Reduced) 4525# 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 57.42 32.81 0.03 0.02 Critical 25.06 28.28 0.20 0.13 Status OK OK OK OK Ratio 44% 86% 17% 13% 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Lords I ^Point LL Point TL Distance Par Unif LL Par Unif TL Start End 2145 B=3682 3.0 1018 H= 1560 0 3.0 580 1 =820 3.0 4.0 I H Pt loads: Q R1 =3964 R2=5250 SPAN=4FT Uniform and partial uniform loads are Ibs per lineal ft. �� I PLAN 2600 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2600 DINING ROOM B-2 Date:5/29/12 Selection 3-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=9.2 in2 R2=7.5 in (1.5)DL Defl= 0.07 in Recom Camber-0.10 in Data Beam Span 6.0 ft Reaction 1 LL 3798# Reaction 2 LL 3141 # Beam Wt per ft 7.97 # Reaction 1 TL 5990# Reaction 2 TL 4880# Bm Wt Included 48 # Maximum V 5990# Max Moment 10914'# Max V(Reduced) 4618# TL Max Defl L/240 TL Actual Defl L/507 LL Max Defl L/360 LL Actual Defl L/954 Attributes Section in' Shear in' TL Defl(in) LL Defl Actual 57.42 32.81 0.14 0.08 Critical 54.57 28.86 0.30 0.20 Status OK OK OK OK Ratio 95% 88% 47% 38% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adiustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Point LL Point TL Distance Par Unif LL Par Unif TL Start End 2145 B=3682 3.0 1018 H = 1560 0 3.0 580 1=820 3.0 6.0 I H Pt loads: R1 =5990 R2 =4880 SPAN=6FT Uniform and partial uniform loads are Ibs per lineal ft. 1 • I I PLAN 2600 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2600 GREAT ROOM B-3 Date:5/29/12 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=6.6 in2 R2=6.6 in' (1.5)DL Defl= 0.06 in Recom Cambe —0.09 in Data Beam Span 5.0 ft Reaction 1 LL 2295# Reaction 2 LL 2295# Beam Wt per ft 6.83 # Reaction 1 TL 4267# Reaction 2 TL 4267# Bm Wt Included 34 # Maximum V 4267# Max Moment 6334'# Max V(Reduced) 3227# TL Max Defl L/240 TL Actual Defl L/613 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear in') TL Defl(in) LL Defl Actual 42.19 28.13 0.10 0.04 Critical 31.67 20.17 0.25 0.17 Status OK OK OK OK Ratio 75% 72% 39% 23% 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:918 Uniform TL: 1380 =A Point TL Distance B= 1600 2.5 Uniform Load A Pt loads: R1 =4267 R2 =4267 SPAN=5FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2600 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2600 GREAT ROOM B-4 Date:5/29/12 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=5.3 inz R2=5.3 in (1.5)DL Defl= 0.03 in Recom Camber=0.04 in Data Beam Span 5.0 ft Reaction 1 LL 2295# Reaction 2 LL 2295# Beam Wt per ft 6.83 # Reaction 1 TL 3467# Reaction 2 TL 3467# Bm Wt Included 34 # Maximum V 3467# Max Moment 4334'# Max V(Reduced) 2427# TL Max Defl L/240 TL Actual Defl L/901 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in') Shear On') TL Defl in LL Defl Actual 42.19 28.13 0.07 0.04 Critical 21.67 15.17 0.25 0.17 Status OK OK OK OK Ratio 51% 54% 27% 23% 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:918 Uniform TL: 1380 =A Uniform Load A 0 R1 =3467 R2=3467 SPAN=5FT Uniform and partial uniform loads are Ibs per lineal ft. s a I I NASH a ASSOCIATES CLIENT. LATERAL DESIGN DATA PROJECT: r,C I r I T E CT s PER IBC 09 DATE: NAME: WIND per Sec. 1609 EARTHQUAKE per Sec. 1613 Design per ASCE 7-05 Design per ASCE 7-05 CHAPTER 6 WIND LOADS CHAPTER 12 Equivalent Lateral Force Procedure Design Mind Pressure: ps - (k)(Iw)(p.) Base Shear. V -1.2 Sd S(W) where h Exposure Factor where: Ca = Seismic Response Coefficient lw Importance Factor W - Efficient Seismic Weight paw = Base Design Pressure (Ss)(S3) / R = (Ca) SITE/PROJECT SPECIFIC VALUES: SITE/PROJECT SPECIFIC VALUES: Basic Hind Speed - 85 mph (V )3s Ss . 1.5 per USGS SI - 0.90 per USGS Site Class D2 (Default) A - 1.00 Exposure "B" (<30') Seismic Design Category D lw - 1.00 R - 6.5 from Section 12 P== 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. HOOD DESIGN per Sections 2301 & 2301.2.1 Allowable Strength Design when applicable; per 2308 Conventional Light-Frame Construction 2008 SDPW (SPECIAL DESIGN PROVISIONS FOR HIND 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 re - 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 . . x .. � � . ' ' - - . � . ^ | / l� Q' V I I I I I I I I I 1 II 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 1 I I I I ! I +: l I i �' I �J � i i i � i ' � i i i i i i i i i Ii .1 � i i � i i � i � , i i i i i i � i i i i i i i i � i �` d v n� N �v ti ti S � k M N 1 '1 U k c � M N O � � n o Jr n ® o �n J i i I � � w• L CLIENT: NASH-ASSOCI M LATERAL CALCULATIONS PROJECT.. n x c I I'r t CT s HIND WORKSHEET DATE. PER IBC 09 NAYE- 85 IL P.H. P - 15.9 PSF FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION LOCATION TOTAL SHEAR FORCE (0) SHEAR UNIT SHEAR 1f x H x (see chart for wind pressure MALL SHEAR WALL S specified height) LENGTH (ft) (//ft) TYPE 111'0�9 IZZ�/oxlS�� I 3K� 8 3 5� 9q kLP Zvi CZZX(o Y�T•g a/ 3Ir4� Za ` 1 Zo ZZo3 31 -7I � y IRob Z �46 Z �,si 325 Pl- Ll 39 Awol/ Zlxldk15-14 4-Z70 3 a 2 le. 51 Z?o P/- L4 � to ktfLq ) + 52y7 �� ' -3 3 �/ 11844 N.E. 80th SL Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COY m I I CUM. N.ASH4ASSOCIATES SEISMIC ANALYSIS PROJEC`P x C 11 IT 1:c.'1'S PER IBC 09 DATE: NAVE- 1 Weight of Building: Roof Assembly Asphalt Shingles - 2.001y/ft Cedar Shakes - 2.25 /ft Tile - 9.50#/ft Felt - 0.15 #/ft Felt - 0.15 M/ft Felt - 0.15 y/ft 1/2" Plywood - 1.50 N/ft 1/2" Plywood - 1.50 N/ft 1/2" Plywood - 1.50 q/ft Trusses O 24" c.c. - 1.75 N/ft Trusses O 24" c.c. - 1.75 #/ft Trusses O 24" o.c. - 1.75 y/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 N/ft Total 17.90#/ft Use 10.00 N/ft Use 10.00 M/ft Use 18.00#/ft 1st & 2nd Floor Assembly Caret / Pad - 0.50 /ft Hardwood - 2.50 /ft 3/4 T&G Plywood - 2.50 N/ft 3/4" T&G Plywood - 2.50#/ft 2x10 ® 16" o.c. - 2.30#/ft 2x10 O 16" o.c. - 2.30#/ft 1/2" GWB Ceiling - 2.00 N/ft 1/2" GWB Ceiling - 2.00#/ft Total 7.30#/ft Total 9.30#/ft Use 10.00#/ft Use 10.00 N/ft Interior hall Assembly. Exterior Wall Assembly 1/2" GWB - 2.00#/ft 3/4" Wood Siding - 2.30#/ft 2X4 O 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 Total 5.10 N/ft R-21 Insulation - 2.10 N/ft Use 8.00 M/ft 1/2" GWB - 2.00#/ft Total 9.27.N/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.COY �. � � ■ 1> I I CLIENT: NASH a ASSOCIATES SEISMIC ANALYSIS PRO,IF.C7t n H C 11 ITh C T S PER IBC 09 DATE: NAME: 2 SEISMIC: v - (C.) (Wdl) (Plywood) 2nd Level: Roof: (Asphalt / Cedar Shake) lo#/ft X /6 to of = /40 ZOO or (Tile) 180/ft X of = Exterior halls: L x 10#/af x 1/2 (h) (p.J6 O /to14'-Ge 1"1 (E2) Interior Walls: L x 8p/sf x 1/2 (h) 17.0 k e k� 5� y (I� TOTAL - 2 g z o o lot Level: Roof: (lot Floor Roof) 10#/ft X 140 of = 2nd Floor. 10#/ft X/:5 LN of = Exterior Walls: (E2) + L x 10//sf x 1/2 (h) 142I v (El) f�S�ot i ��k�ok�•T Interior Walls: (Ig + L x 8#/sf x 1/2 (h) g&$U S KKof �oX SX�lr J� (I1) TOTAL - S 3 r(97.7 0 Basement: lot Floor. 10#/ft X of = Exterior Walls: (EI) + L x 10#/sf x 1/2 (h) Interior Walls: 01) + L x 8#/sf x 1/2 (h) TOTAL- - 11644 N.E. 80th St. Kirkland, WA 98033 (425) B28-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COM �� ;, I CLIENT NASHaASSOCIAM SEISMIC ANALYSIS PROJECT: a CH IT E C T S PER IBC 09 DATE: NAME: 3 BASE SHEAR: V = (C. ) (Wdl) Plywood LEVEL 2: Wdl Z Z N x 0.166 = vlr �y LEVEL 1: Wdl 3,?, # x 0.166 = s S TOTAL:- Wd1 671 ( # x 0.166 = 1/1 Z (V) Dead Load Hei ht Moment Shear ® Stor Level (Wdl) (h (VYdI)( t Fx - ((Wdl)(h)TV Remarks (Wdl)(h) 2 5a�16 3 tiEy J, rC<<r 2 3 ) gaZ� b Total G71 9'O�r(7 11644 N.E. 60th SL Kirkland, WA 96033 (425) 826-4117 Fax (425) 822-1916 WWW.NASH-ARCHITECTS.COM Y NAM a ASSOMM WENT. nRc:r> >•recrs SEISMIC ANALYSIS PROJECT: PER IBC 09 DATE: NAYS: 4 d W d x� U] zb Qua zAW m zw �aa w F ax din �? a d (, zw cry Q) � x z a n a F _ ISJ 1.11-� 1111� I- M M M M _z w W a a a 11644 N.E. 80th St. Kirkland, NA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COY i ,! CLIENT: NASH«ASSOCIATES SEISMIC ANALYSIS PROJECT. r c r I IT t:CT S PER IBC 09 DATE: NAME 5 Redundancy Factor (p): 1. Maximum allowable wall shear for p<=1 Vumax = (2)(Vaccstory)/Ab 1/2 rc( 6 yl, to t (O 2. Maximum actual shear Vmax = Largest seismic wall shear 3. p = 2—(2(Vaccstory)/(Vumax)(Ab 1/2) Z � ZGrt - Is��Cu�� l � � o� Gv� 11644 N.E. 80th SL Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 www.NASH-ARCHITECT8.COM a RESIDENTIAL PLAN PLAN REVIEW Owner /�,(,�jeJlTi.LG ZG6Q Address 72 Z'? Building Type Single ✓ Duplex Townhouse Type of Work Existing I New ✓ Reviewed By Date Z Design Criteria 301.1 Engineered I ✓ Prescriptive 301.2 Loads:Tables 301.5 -301.7 1 Yes No 302.1 Location on Lot: 5 feet/35% maximum Yes No 302.2 Townhouse Separation I Yes No 302.5.1 Garage Openings: 20-minute door Yes No 302.6 Garage Separation I Yes jNo Footings and Stem Walls 401.4.1 Soils: Geotech or Prescriptive VErs 403.1 Footings: (2)#4's continuous Yes ✓ No T403.1 Footing Size Yes ✓ No 403.1.2 Continuous Footings (D2) Yes No 403.1.3 Vertical Reinforcement:#4 @ 4'/hook Yes ✓ No 403.1.3.1 Stem Wall: (2)#4's horizontal I Yes ✓ No 403.1.16 Foundation anchors: 1/2 inch @ 6' Yes ✓ No 403.1.7.1 Clearances from Slopes Yes No ✓ 404 Foundation Walls (see Tables) Yes No ✓ .1.2.3.7.3 Wall Openings: Verts within 12" ea. Side Yes No 405.1 Foundation Drainage or exception Yes No 1/ 406.1 Damproofing(basement) Yes No 407 Columns:4 X 4 and R317 Yes No 408.2 Crawl Vents 1:300 and 3'of corners Yes ✓ No 408.3 Unvented Crawl Space Yes No ✓ 408.4 Crawl Access: 16 x 24 or 18 x 24 I Yes No Architectural 303 Light/Ventilation: 8%and 4% Yes ✓ No 303.2 Whole House Fan I Yes ✓ No 303.3 Bathrooms: 3%or 50cfm Yes No 303.6 Stairway Illumination Yes ✓ No 304.1 Habitable Rooms: 120sf min. Yes No 304.2 Other Rooms: 70sf min. Yes ✓ No 305.1 Ceiling Height: 7 feet min. Yes No 307.1 Plumbing Fixture Clearance Yes No 308.4 Safety Glazing: Hazardous Locations Yes No Life Safety 310.1 Emergency Rescue Windows:Ssf4ai> Yes I (/ jNo 310.2 Window Wells Yes INo i Life Safety Continued 311.2 Doors: 3 feet min. @ 6-8" Yes No 311.3 Landings: TX 3' min. Yes ✓ _ No 311.4 Vertical Egress Yes No 311.5.1 Landing Attachment Yes No 311.6 Hallway Width 3 feet min. Yes No 311.7.1 Stairway Width 3 feet min. Yes ✓ No 311.7.2 Headroom 6'-8" min. Yes No 311.7.4 Stairs: 7 3/4" Max/10" Min. Yes No 311.7.4.3 Handrail Profile Yes 1/ No 311.7.7 Handrails-4 plus risers Yes No 311.8 Ramps I I Yes No 312.1 Guards-30 plus inches Yes r/ No 312.2 Guard Height-36-inches min. Yes we' No 314 Smoke Detection Yes �� No 315 CO Detection Yes No 316 Foam Plastic Yes No 325 &326 Adult Home/Day Cares Yes No Floor Systems 502.2..... Deck Ledger Connection I (Yes No ~ 502.2.2.3 Lateral Load Connection or Engineered Yes No 502.3 Allowabl of ans or TJI's Yes 1/ No 502.10. Headers/Openings I Yes t/ No 502.11 russ r Rafter/Jolstl Yes ,/ No 502.12 Draftstopping: 1,000sf max. Yes No 504 Pressure Treated Wood Yes ✓ No 506 (Concrete Floors: 3.5 inches min. Yes No Wall Systems 602.3 Wood Wall Framing and Plates Yes Ll No 602.3.1 Fastener Schedules (2, 3, 4, 5) Yes No 602.9 Cripple Walls: Less than 4" or 4' Yes No 602.10. Wall Bracing: gineere r Prescriptive Yes No 602.10.3.2 Alternate Braced Wall Panel Yes No 602.10.9 Cripple Wall Bracing Yes No 602.11.2 Stepped Foundations Yes No 602.12.1 Veneer Yes No 610.1 Glass Unit Masonry Yes No 612 Exterior Windows/Doors Yes No 702.1 Interior Wall Covering I Yes No 703 Exterior Wall Coverings (WAC) Yes No 703.4 Stone/Masonry Veneer Yes No Roof/Ceiling 801.3 Roof Drainage (SD-14)1 Yes ✓ No 802.3 Ridge Beams: <3:12 pitch Yes No 802.4 Ceiling Joist Spa rus r Platform Yes r/ No 802.5 Rafter Spans or Platform I Yes e/ No 802.11 1 Roof Tie-Downs (48" o.c.) I Yes INo 803 1Roof Sheathing I I Yes i/ No 806 Roof Ventilation: 1/150 high and low Yes ✓ No 807.1 Attic Access: 22" X 30" Yes No 905.2.7 �Underlayment Yes No Mechanical Systems Chapter 10 Chimney and Fireplaces Yes No 1305.1 Equipment Access: 30" X 30" Yes r/ No 1305.1.3 Appliances in Attics Yes No 1305.1.4.1 Ground Clearnaces: 3" Concrete Slab Yes No 1307.2 Anchorgae of Appliances Yes No 1307.3 Elevation of Ignition Source Yes No 1307.3.1 Protection from Impact Yes ✓ No 1401.3 Equipment Sizing: WSEC Yes I/ No Chapter 14 Specific Appliances I Yes No 1502 Clothes Dryer Exhaust: 25' or M.I. 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