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17401 84TH AVE NE_BLD20120229_2026
V o � � C14o °14-4 cv v U O CA cn a 1 P4 z � 0 Z O w z � to z w O Q W p j w w U z Q u a" o O z 0 o 0 w ~ I b Q) � 1 z o Oa%4-4 � � o M o Q) 0 3 z � 2 00 � Qp � H v •� vN � z (� O U N zv � CITY OF ARLINGTON • 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 PHONE:(360)403-3551 Actress:17401 84TH AVE iNt,ARLINCI'ON BUILDING PERMIT' Parcel#:01089200000300 Permit#:BLD20120229 Valuation:$383,000.00 CORNERSTONE HOMES NW,LLC APPLICANT CONTRACrpR ".7" -.-- JP LAMPINEN CORNERSTONE:HOMES NW,LLC 1 JP LAMPINEN CORNERSTONE HOMES NW,LLC PO BOX 14424 PO BOX 14424 JP LAMPINEN MILL CREEK,WA 98082 MILL CREEK PO BOX 14424 jpacornerstonehomes.us ,WA 98082 MILL CREEK,WA 98082 jp@cornerstonehomes.us Lic#:CORNEHN9470A Ex pLclmBrNc co>\rRr1CTOR p 9/1/2014 ADVANCED PLUMBINGNICALCONTRACPOR` INNOVATIVE COMFORT SYSTEM 9630 145TH ST SE 17405 SNOHOMISH AVE SNOHOMISH,WA 98296 SNOHOMISH,WA 98296 Lic#:ADVANPL917LS Exp:6/10/2013 Lic#:INNOVCS895PM Exp: 10/14/2013 JOB DESCRIPTION Single Family Residence PERMIT TYPE: Residential STORIES: 2 PERMIT GROUP: Single Family Residence New DWELLINGUNITS: 1 CONST TYPE: V-B CODE: 2009 IRC OCC GROUP: R-3 OCC LOAD: N/A I AGREE TO COMPLY WITH CITY AND STATE LAWS��rA REGAP ULATING OA RUCTION AND IN D THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF G T HI WORGTON RELATING ED WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. DOING THE WORK AUTHORIZED TO THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS•ZiNLAWFUL T . 'OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A _RT CUP'ICATE OF NCY HAS BEEN GRANTED.IBC110/IRC110. SAL- TAX N077 '(« Salcs tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form nd coded Cily of riington#3101. `Sig ures Print Name Dat eleased By Date ARCHIVE APPLICANT ED ASSESSOR OTHER BLD20120229 CONDmnNS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.WA PERMIT COVERS S,MARQUEES,OBEE ON WILL R PRIVATE VA ETCIR PROPERTY SEPARATE ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDELKS, DRIVEEaves cannot exceed 23 inches along 5 feet setback Replace the brass fitting on the tail piece if missing PERMIT FEES Paid Balance Due Fee Amount $289.00 Date Description $289.00 $0.00 $130.00 9/25/2012 Plumbing Permit Fee $130.00 $0.00 $0 00 $3,304.54 $3,304.54 9/25/2012 Mechanical Permit Fee 9/25/2012 Building Permit Fee(QTY: $0.00 $2,147.95 1) $2,147.95 $0.00 $4.50 9/25/2012 Building Plan Cbeck Fee(QTY:1) . $4.50 $g�g75.99 9/25/2012 State Building Code Surcharge(Q 1) Total Due: $5,875.99 $0.00 r -4 CALL FOR INSPECTIONS BURDING/ENGINFFRING/pAR 0 403/ IMAL(360)435-0674 When calling for an inspection please leaNe the following information: Permit Number,Job Site Auktress,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 • &Plumb Ground Work • &Plumb Rough In • &Gas Test/Pipe • &Equipment-Mechanical • C-Shear Nailing-E#erior • &Framing • C-Insulation/Caulk • &SheetrockNail • C-Building Final • C-RoofDrains • &Underfloor '120229 (PT-LIVE) -PermitTrax by Bitco Software BUILDING PERMI1 Page 1 of 1 OWNER: CORNERSTONE HOMES NW, LLC-LAM... PERMIT#: BLD20120229 ADDRESS: 17401 84TH AVE NE, ARLINGT a ON ISSUED: 3 STATUS:APPLIED V" BALANCE: $0.00 SCREENS: Select Screen... CREATED: 9/20/2012 FUNCTIONS: Select Permit Function... REVIEWS SINGLE FAMILY RESIDENCE NEW REVIE., NEW PRINT ADD DESCRIPTION ASSIGNE.. DUE DATE SUMMARY 2000 C-Building I LAST (#) REQ? DQ.. 2008 C-Community Development CYOUNG 9/27/2012 ASSIGN REMOVE I ARUSKO 0 Y N 9/27/2012 Assign Remove 0 Y N Assign Remove D https://coapermit'.arlington.local/PerrnitTrax/Moduie_Permits/PerinitS Per _ mit/Permit Reviews.as.._ A � '� I 1� �i` � RESIDENTIAL PERMIT SUBMITTAL City of Arlin ton • Department of Community Development 9 238 N Olympic Ave. •Arlington, Wq gg223 THIS APPL/CATION TO BE USED FOR ONE AND TWO DWELL/ Phone(360)403 3551�FAX 360)403 3418 APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION D ACCURATE,FULLYD/MENSIONED PLOT PLANS AND ONE � G UNITS RESIDENTIAL STRUCTURES. THIS adding plumbing). ( ) CROSS CONNECT/ON CONTROL SRA WINGS, TWOURVEY(if TYPE OF PERMIT: (U Residential Addition Also Including: ® Residential Alteration ® Plumbing Project Address: 17401 84th ave NE ArIington,Wq g8223 Mechanical Lot#: 3 Parcel ID#; 01089200000300 Subdivision: Eagle Heights DIV 2 Project Description- New SFR Owner: Cornerstone Homes NW LLC Valuation: Address: PO Box 14424 Phone Number: 425-338-5888 City: Mill Creek Contact Person:JP Lampinen State: W Zip Code: 98082 Cell Phone: 425-923-0926 Fax:PO BOX 14424 Phone Number: 425-338-5888 Address: E-mail: jP@cornerstonehomes.us City. Mill Creek Building Area S Ft State: WA Zip Code: 98082 Deck: � 3 ra floor: ( q ): 1 sc Floor: 13a8 2�a Floor: 1583 ADU 487 Project Valuation Garage/Carport: 615 ------------ Basement: Contractor: Cornerstone Homes NW LLC Address: Po Box 14424 City. Mill Creek Phone Number: 425-338-5888 Contractor's License Number: CORNEHN9470A State: WA Zip 98082 Plumbing Contractor Advanc Code: ed Plumbing Expiration: 9iy 20�''I Address: 9630 145th ST SE Phone Number: 425-348-5100 City. Snohomish Contractor's License Number: ADVANPL917LS State: W Zip Code: 98296 Mechanical Contractor: Innovative Comfort Systems Expiration: I I D I u lb Address: 17405 Snohomish Ave Phone Number: 425-268-0863 City: Snohomish Contractor's License Number: INNOVCS895PM State: WA Zip Code: 98296 Expiration: 10/14/2013 reb certify orm that t bove information is correct and that the construction on and the occupancy and the use of the above- d scribeproperty a in cordance with the laws, rules and regulation of the fate �_( ` �A Washington. licants Signature JP Lampi en Dat rint Applicants Name Da FOR STAFF USE ONLY RECEIVED f D a� I EP 9 2012 Permil# Accepted By �� COA PER Amount Received # MIT LENTO Receipt Date Received RESIDENTIAL PERMIT SUBMITTAL City of Arlington • 238 N Olympic Ave.Department WA 98223�Phone 60)40munity � f 551 • FAX (360)403 3418 Number of Plumbin Fixtures Includin Rou h-Ins Plumbing Fixtures Accessory Main Total Fixture Dwelling Unit Residence Unit#X Total Number Fixtures Bar Sink � Multiplier Units X 1.0 = 0 Bathtub or Combination Bath/Shower 2 X 4.0 = 8 Clotheswasher 2 X 4.0 = $ Dishwasher 2 X 1.5 = 3 Hose Bibb 2 X 2.5 = 5 Kitchen Sink 2 X 1.5 = 3 Laundry Sink 0 X 1.5 = 0 Lavatory(Bathroom Sink) 5 X 1.0 = 5 Shower(Stand Alone)Each Head 2 X 2.0 = 4 Water Closet(Toilet) 4 X 2.5 = 9 Whirlpool Bath or Combination Bath/Shower X 4.0 = Water Heater Other Total Fixture Tra s(other than above items) Units 45 Column Totals 116� X"d Estimated Project ValuationV Building Square Footage 3378 ! 1"t Floor 1308 2nd Floor 1583 rd ADU 487 3 Floor Basement Deck Garage 399 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. dDressure in stre ain: psi. (Measure with gauge or check with Water Department) I ertify that th ove information is correct and that the construction on, and the occupancy and the use of the above- dproperty will in accordance with the laws, rules and regulation of the tate Washington. A I ants Signature Date i 8 SEP 19 2012 COA PERMIT CENTER 8U� �i2-o�a�t -_-° RESIDENTIAL PERMIT f SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 CROSS CONNECTION SURVEY FORM Forward to Utilities Division for Review Type of Residence: ❑✓ Single-Family ❑ Duplex ❑ Other The Rules and Regulations of the State of Washington Department of Health require that certain premises install backflow prevention assemblies (WAC 246.290.490). Backflow prevention assemblies shall be installed at any premise where, in the judgment of the City of Arlington Cross Control Specialist, the nature of activities on the premises may pose a hazard to the public water system. Type of Permit: 0 New Residential CD Addition/Alteration Project Description:New S F R ProjectAddress: 17401 84th ave NE Arlington,WA 98223 ParcellD#: 01089200000300 Owner: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Contact Person: JP Lampinen Phone Number: 425-338-5888 Cell Phone: 425-923-0926 Fax: E-mail: jp@cornerstonehomes.us Address: City: State: Zip Code. PO BOX 14424 Mill Creek 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 Tu ❑ Re-circulating Heating System ❑ Swim ing Pool ElOther Authorized Signature. Date: ILI For Office Use Only Date Received Survey Received By: Assembly Required: DCVA RPBA ❑ AVB ❑ Other RECEIVE Inspection Required YES ❑ NO ❑ SEp 19 2012 ER 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:17401 84th ave NE Arlington,WA 98223 Parcel ID#: 01089200000300 Lot#: 3 Subdivision: Eagle Heights Div II Project Description: New SFR Owner: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Contact Person:JP Lampinen Phone Number: 425-388-5888 Cell Phone: 425-923-0926 Fax: E-mail: jp@cornerstonehomes.us Address: PO Box 14424 City: Mill Creek State: WA Zip Code: 98082 Please List quantity of fixtures below: FURNACE UP TO 100K BTU 1 CLOTHES DRYER 5 GAS OUTLETS FURNACE OVER 100K FLOOR FURNACE SUSPENDED HTR/UNIT HTR BOILER UP TO 3 HP APPLIANCE REPAIR SOLID-FUEL APPLIANCE BOILER UP TO 4-15 HP AIR HANDLING UP TO 10K CFM 1 FIREPLACE INSERT BOILER UP TO 16-30 HP AIR HANDLING OVER 10K CFM VENTILATION SYSTEM HEAT PUMP 7 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 ContracIt s' License Number: INN VCS895PM Expiration: 10/14/2013 h reby c rtify that the abo information is correct and that the construction on, and the occupancy and the use of the above- d scribed roperty will be in cordance with the laws, rules and regulation of the St a of Washington Apr7 Signature ate JP Lampine Print Applicants Name FOR STAFF USE ONLY BW � �_ SEP 19 2012 Permit# Accepted By Amount Received Receipt# COA Alta-Re 1r'G111mY� 2010 CJY ZON20120106 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 DEVLPMNT REVIL.,i COMMITTEE PERMIT #: ZON20120106 �►. OWNER: CORNERSTONE HOMES NW, LLC-LAM... STATUS: APPLIED '} `a► ADDRESS: 17401 84TH AVE NE,ARLINGTON I,� BALANCE: $0.00 �1 ISSUED: CREATED: 9/20/2012 SCREENS:[Select Screen... FUNCTIONS: Select Permit Function.._ G+ GENERAL- BLD REVIEWS PRINT ADD NEW SUMMARY REVIE.. DESCRIPTION 'ASSIGNE.. DUE DATE LAST I (#) REQ? DQ.. ASSIGN REMOVE 1002 P-Engineering I LPETERS.. 9/25/2012 0 Y N Assign Remove 1014 P-Public Works I MHAYES 9/25/2012 0 Y N Assign Remove 1020 P-Sewer FRAPELY... 9/25/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPARD 9/25/2012 0 Y N Assign Remove 1028 P-Water EANDER... 9/25/2012 0 Y N Assign Remove 1032 P-Utilities I LTAYLOR 9/25/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 9/25/2012 0 Y N Assign Remove 2008 C-Community Development I ARUSKO 9/25/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 9/25/2012 0 Y N Assign Remove 2014 C-Planning I TDAVIS 9/25/2012 0 Y N Assign Remove https://coapermits.arlington.local/PermitTrax/Module_Permits/Permits_Permit/Permit_Reviews.as... 9/20/2012 `3 i %/_-µ3 RESIDENTIAL SUBMITTAL REQUIREMENT' S 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: 9/19/2012 Address: 1740 th ave NE Arlingto 98223 Plat: Eagle Heights Div II Lot 3 Owner/Applican . Cornerstone o es NW LLC Signature / 2s rification of accurac and agr ement 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) 66 L) 40 H) 27 Total SF) 3378 3. Allowed Lot Coverage: Total Lot Size 7312 SF x 35% = 2559.20 SF 4. Actual Lot Coverage: (SF of all structures) 2547 _ 7312 (lot size) = 34.8 % (This square footage should include the footprint area of all structures on the property including: house, garages, sheds, covered patios, and decks permitted by the building code) 5. Septic Tank? No If so please provide Snohomish County Health Department approval and indicate on site plan. 6. How many trees greater than 12" diameter to be removed? 0 If any please indicate on site plan. 7. Describe Proposal (include cross street): Build NEW sFR RECEIVED OFFICIAL USE ONLY SEP 19 2012 PROPERTY ZONED APPROVED _[� DENIED—F GO s �rff INT �oN aoia-of o� HOUSE 2383 PATIO 164 LOT COVERAGE 2547 LOT SQ FT= 7312 LOT COVERAGE= 34.8% 2547 SQ FT/7312 SQ FT BUILDING HEIGHT= 28'6" I 86.03 I N _10' PDE AND PSE_EASEgELJT ~I Z - - - - - - -- - - -- - - wI IIF 40 I Z0 1 WI ® 1 N 1 I ...5'i I 00 OI I A co I Ln I I t7 D aI W o 0 FI cu T (� T M� a I 24' 1 w 1 IN I� I D o R1 I D 1 D m qq T I , roD i > bS 1 0 -LI ' 0 C I :4 I I - - - - � .. •� 1 I � 86.03 LOT 3 PLAN: 3378 RECEIVE® 17401 84TH AVE NE SEP 19 2012 ARLINGTON, WA 98223 COAPERMITCENTER SCALE: 1 "=20' SITE EAGLE CORNERSTONE HOMES NW, LLC ORNERSTONI: PLAN HEIGHTS PO BOX '14424 MILL CREEK WA 98082 1) m 1, s OFFICE(425)338-5888 ■ -1 ■ 4SUBMRESIDENTIAL PERMIT ITTAL pi 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 mai/ will not be accepted. Incomplete applications will not be accepted l acknowledge th all items desighpted as submittal requirements must accompany my Building Permit Application to nsidered a c plete submittal. Signature: Date: O er/Ow er' Representative Company: Cornerstone Homes NW LLC Phone: 425-338-5888 RECEIVED 6 SEP 19 2012 COA PERMIT CENTER r� -_- ° RESIDENTIAL PERMIT SUBMITTAL 00 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 FV _ Two (2) sets of engineered drawings and calculations (If required) Health Department approval of septic system FI_ Verification of Water and Sewer Availability from City of Marysville (if applicable) APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. 1 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX (360)403 3418 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all residential projects. 1. Building Plan Check Fee B. CODES The City of Arlington currently enforces the following: International Codes 1 2009 International Building Code (IBC) 2. 2009 International Residential Code (IRC) 3. 2009 International Mechanical Code (IMC) 4. 2009 International Fuel Gas Code (IFGC) 5. 2009 International Fire Code (IFC) 6 2009 Uniform Plumbing Code (UPC) 7. 2009 International Property Maintenance Code (IPMC) 8 2003 Accessible & Usable Buildings and Facilities (ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56 & 51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 51-13 Washington State Ventilation and Indoor Air Quality Code 8. WAC 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour (Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. D. PLANS AND DRAWINGS Submit two (2) complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30" X 42" paper. All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible, with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction, that 2 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 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. 1o. Retaining walls. 11. Show the location and size of all crawl space vents and the crawl space access with size and location. 12. Show footing depth below grade and show the clearance between grade and sill plate. 13. Show the floor joist size, spacing, direction, support, connections and blocking. 14. Show all floor insulation. 15. Label any space within the foundation (i.e. basement, garage, storage room, etc.) Note! Arlington is in seismic design category D2 which requires that foundations with stem walls have a minimum #4 rebar at top and minimum#4 rebar at bottom of footing. C. ❑ FLOOR PLAN (Minimum '/4" Scale) 1. Indicate the dimensions of all areas and the use of each room. Include fixed cabinet, counter or island facilities. 2. Show all roof, floor or deck joist size, spacing, direction, support, connections. Blocking, etc. 3. Show the location of exhaust fans, smoke detectors, hot water heater, heating units, plumbing fixtures and any other mechanical equipment. 4. Show the location of the attic and/or crawl space access. 5. Include all exterior decks on your floor plan, with necessary structural details and attachment to the house. 3 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 Note! The 2009 International Residential Code requires smoke detectors at each level of the home and in all rooms that can be used for sleeping. All smoke alarms shall be listed and installed in accordance with the IRC and provisions of NFPA72. D. ❑ ARCHITECTURAL CROSS SECTIONS & DETAILS (Minimum '/<" Scale) �. 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 IV 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 r �3 RESIDENTIAL MECHANICAL PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Use this checklist to ensure that all necessary information is provided for review of your project. Please be advised that the 2009 WA State Energy Code is now the current code used to review your submittal. Requirements for Submittal (Complete for change-out only * ): ❑ Completed residential mechanical permit application* ❑ Mechanical Appliance cut sheets* ❑ Heating and Cooling design loads (WSEC Prescriptive Compliance Worksheet) www.energy.wsu.edu/BuildingEfficiency/EnergyCode.aspx ❑ Appliance location and distribution details, including gas piping info Required Inspections/Tests: ❑ Rough-in mechanical and Gas pressure piping ❑ Duct Leakage Test by a Qualified Technician (see exceptions) ❑ Building Air Leakage Test (new construction only) Exception 1: Duct testing is not required if the air handler and all ducts are located within the conditioned space. Exception 2: Duct testing is not required if the furnace is a nondirect vent type combustion appliance and is installed in unconditioned space with a maximum of six feet connected ductwork in the unconditioned space. 24-hour notice of Request for Inspection Call the 24-hour inspection line at 360-435-0674 APPLICATIONS ARE CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. .r- NASH&ASSOCIATES ARCHITECTS FLAN 3378- BEAM, LATERAL & SEISMIC CALCULATIONS 2512 mc—kr, r STATE RECEIVED SEP 19 2012 20-09 IBC J�4N�3ARY 1, 2012 CQA PERMIT CENTER ogAol 11844 N:S. 80th St. Kirkland, WA 98033 (42-5) O-8-4117 Ftx (425) 8=�-1918 WWW-NAS H-ARCHITECTS.COX' it �� � � � _ • � � i � � CUENT: NASH•ASSOMTO BEAM DESIGN DATA PROJECT: DATE: NAME: !toot Loads: LL 25 M/sf DL 15 N/sf Total 40 y/sf Unless Noted Otherwise Floor leads. LL 40#Isf DL 10 N/sf Total 50 N/sf Deck leads LL 60#/sf DL 10 M/sf Total 70 #/sf Soil: 15M PSF Mite. Concrete: Per IBC 09 Masonry: Per IBC 09 Steel: Per IBC 09 Wood:- Per IBC 09 Nailing: Per IBC 09 4" Hearn: Douglas Fir #2 fv = 180 fb = 900 PSI E = 1,600,000 8" Beam: Douglas Fir #2 fv = 100 fb = 900 PSI E = 1.600,000 Joists do Hem Fir #2 Rafters: fv = 75 fb = 850 PSI E = L300,000 Glu—Lam Ekamv. fv = 165 PSI fb = 2.400 PSI (reduced by size factor, CF$XI) E = 1,800,000 11844 N.E. 80th St. Kirkland, WA 98033 (4Z5) 828-4117 Paz (425) 82-2-1918 j0 WW.HASH-ARCHITECTS.COM N PLAN 3378 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 3378 BEDROOM TWO RB-1 Date: 8/21/12 Selection 3-118x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=3.7 inz R2=6.8 inz (1.5)DL Defl= 0.04 in Recom Cambe -0.05 in Data Beam Span 5.0 ft Reaction 1 LL 1433# Reaction 2 LL 2543# Beam Wt per ft 6.83# Reaction 1 TL 2399# Reaction 2 TL 4444# Bm Wt Included 34# Maximum V 4444# Max Moment 4193 # Max V(Reduced) 3929# TL Max Defl L/240 TL Actual Deft L/875 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear inz TL Defl in LL Defl Actual 42.19 28.13 0.07 0.03 Critical 20.96 24.56 0.25 0.17 Status OK OK OK OK Ratio 50% 87% 27% 20% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress 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:425 Uniform TL: 680 =A Point LL Point TL Distance 1850 B=3409 4.0 Uniform Load A Pt loads: B 0 R1 =2399 R2=4444 SPAN=5FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 3378 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 3378 BEDROOM THREE RB-2 Date:8121/12 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=2.8 in' R2=2.8 in' (1.5)DL Defl= 0.01 in Data Beam Span 5.0 ft Reaction 1 LL 1063# Reaction 2 LL 1063# Beam Wt per ft 7.87# Reaction 1 TL 1720# Reaction 2 TL 1720# Bm Wt Included 39# Maximum V 1720# Max Moment 2150 W Max V(Reduced) 1189# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Deft L/360 LL Actual Defl L I>1000 Attributes Section in3 Shear in2 TL Defl in LL Defl Actual 49.91 32.38 0.03 0.02 Critical 23.88 9.91 0.25 0.17 Status OK OK OK OK Ratio 48% 31% 12% 10% Fb(psi) Fv(psi) E(psi x mil) Fc L {psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adic'Strr70nts CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress NIA Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:425 Uniform TL: 680 =A Uniform Load A R1 =1720 R2=1720 SPAN=5FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 3378 BeamChek v2011 licensed to.Michael Johnson Reg#7992-66428 PLAN 3378 MASTER BEDROOM RB-3 Date:8/21/12 Selection 3-1/8x 10-112 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=6.7 in2 R2=6.0 in (1.5)DL Defl= 0.09 in Recom Cambe-0.14 in Data Beam Span 7.0 ft Reaction 1 LL 25454 Reaction 2 LL 2280# Beam Wt per ft 7.97# Reaction 1 TL 4356# Reaction 2 TL 3869# Bm Wt Included 56# Maximum V 4356# Max Moment 9962`# Max V(Reduced) 3754# TL Max Defl L 1240 TL Actual Defl L/483 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in') Shear in2 TL Defl in LL Defl Actual 57.42 32.81 0.17 0.08 Critical 49.81 23.46 0.35 0.23 Status OK OK OK OK Ratio 87% 72% 50% 36% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv VDlume 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:425 Uniform TL: 680 =A Point LL Point TL Distance 1850 B=3409 3.0 Uniform Load A _ Pt loads: R1 =4356 R2=3869 SPAN=7 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 3378 BeamChek v2011 licensed to:Michael Johnson Reg# 7992-66428 PLAN 3378 GUEST ROOM B-1 Date:8/21/12 Selection 4x 10 DF-L#2 Lu=0.0 Ft 1 Conditions NDS 2005 Min Bearing Area R1=6.0 in R2=2.7 in2 (1.5)DL Defl= 0.02 in Data Beam Span 5.0 ft Reaction 1 LL 2429# Reaction 2 LL 1229# Beam Wt per ft 7.87# Reaction 1 TL 3748# Reaction 2 TL 1700# Bm Wt Included 399 Maximum V 3748# Max Moment 3164 W Max V(Reduced) 2809# TL Max Defl L 1240 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 35.15 23.41 0.25 0.17 Status OK OK OK OK Ratio 70% 72% 19% 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1433 B=2399 1.0 785 W=1210 0 1.0 360 1=450 1.0 5.0 L" Pt loads: 0 R1 =3748 R2=1700 SPAN=5FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 3378 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 3378 KITCHEN • B-2 Date:8/21112 selection 3-1/8x 9 GLB 24F-V4 DFIDF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=5.3 in R2=3.8 in (1.5)DL Defl= 0.03 in Recom Camber-0.04 in Data Beam Span 5.0 ft Reaction 1 LL 2228# Reaction 2 LL 1697# Beam Wt per ft 6.83# Reaction 1 TL 3427# Reaction 2 TL 2477# Bm Wt Included 34# Maximum V 3427# Max Moment 4765'# Max V(Reduced) 2514# TL Max Defl L/240 TL Actual Defl L/876 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear in2 TL Defl in LL Defl Actual 42.19 28.13 0.07 0.04 Critical 23.83 15.72 0.25 0.17 Status OK OK OK OK Ratio 56% 56% 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 Adiustrnents Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads E.Point LL Point TL _ Distance_ Par Unif LL Par Unif TL Start End 1063 B=1720 2.5 785 H=1210 0 2.5 360 1=450 2.5 5.0 I II Pt loads: H R1 =3427 R2=2477 SPAN=5FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 3378 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 3378 DINING ROOM B-3 Date:8121112 selection 5-1I8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1 7.1 in' R2=9.1 in' (1.5)DL Deft-- 0.06 in Recorn Camber=0.09 in Data Beam Span 6.0 ft Reaction 1 LL 2912# Reaction 2 LL 3706# Beam Wt per ft 11.21 # Reaction 1 TL 4610# Reaction 2 TL 5933# Bm Wt Included 67# Maximum V 5933# Max Moment 8705 W Max V(Reduced) 5587# TL Max Deft L/240 TL Actual Defl L 1576 LL Max Defl L/360 LL Actual Defl L/>1000 Attribute Section in' Shear in" TL Defl in LL Defl Actual 69.19 46.13 0.13 0.07 Critical 43.53 34.92 0.30 0.20 Status OK OK OK OK Ratio 63% 76% 42% 33% 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 Adiustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress NIA Cm Wet Use 1.00 1.00 1.00 1.00 ` Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Point LL Point TL Distance Par Unif LL Par UnifTL Start End 2545 B=4356 4.5 785 H=1210 0 4.5 360 1=450 4.5 6.0 I H Pt loads: B 0 R1 =4610 R2=5933 SPAN=6 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 3378 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 3378 GREAT ROOM B-4 Date:8/21112 Selection 3-1/Bx 12 GLB 24F-V4 DFIDF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=11.0 in2 R2=9.9 inz (1.5)DL Defl= 0.09 in Recom Cambe—0.13 in Data Beam Span 7.0 ft Reaction 1 LL 4360# Reaction 2 LL 3975# Beam Wt per ft 9.11 it Reaction 1 TL 7128# Reaction 2 TL 6439# Bm Wt Included 64# Maximum V 7128# Max Moment 13729'# Max V(Reduced) 5879# TL Max Defl L/240 TL Actual Defl L 1473 LL Max Defl L/360 LL Actual Defl L/931 Attributes Section(in') Shear On') TL Dell(in) LL Defl Actual 75.00 37.50 0.18 0.09 Critical 68.64 36.75 0.35 0.23 Status OK OK OK OK Ratio 92% 98% 51% 39% Fb(psi) Fv(psi) E(psi x mil Fc psi Values Reference Values 2400 240 1.8 650 Adiusted Values 2400 240 1.8 650 Adiustmenfs Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress NIA Cm Wet Use _ 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:805 Uniform TL: 1240 =A Point LL Point TL Distance 1350 B=2412 2.0 1350 C=2412 4.0 Uniform Load A Pt loads: 0 R1 =7128 R2 =6439 SPAN=7FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 3378 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 3378 GARAGE GBA Date:8/21/12 Selection 4z 12 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=4.4 inz R2=4.4 in2 (1.5)DL Defl= 0.03 in Data Beam Span 7.0 ft Reaction 1 LL 1960# Reaction 2 LL 1960# Beam Wt per ft 9.57# Reaction 1 TL 2763# Reaction 2 TL 2763# Bm Wt Included 67# Maximum V 2763# Max Moment 4836 # Max V(Reduced) 20234 TL Max Defl L 1240 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 73.83 39.38 0.07 0.05 Critical 58.62 16.86 0.35 0.23 Status OK OK OK OK Ratio 79% 43% 21% 19% Fb(psi) Fv(psi) E psi x mil) Fc (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 990 180 1.6 625 ustment., CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress NIA Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:560 Uniform TL: 780 =A Uniform Load A R163 Z\ R2=2763 SPAN=7 FT Uniform and partial uniform loads are lbs per lineal ft. I NASH*ASSOCIATES LATERAL DESIGN DATA P cum.: PROJECT A R C H I T E C T S PER IBC 09 DATE: NAME: WIND ter Sec. 1609 EARTHQUAKE per Sec. 1613 Design per ASCE 7-05 Design per ASCB 7-05 CHAPTER 8 WIND LOADS CHAPTER 12 Equivalent Lateral Force Procedure Design Wind Pressure. p$ - (A)(lw)(p=) Base Shear: V -1.2 S"S(W) where X Exposure Factor where. Cs = Seismic Response Coefficient lw = Importance Factor W = Efficient Seismic Weight psi = Base Design Pressure (S,)(St) / R = (CS) SITE/PROJECT SPECIFIC VALUES: SITE/PROJECT SPECIFIC VALUES: Basic Wind Speed - 85 mph (V )3s Ss - 1.5 per USOS Si - 0.90 per USES Site Class D2 (Default) A - 1.00 Exposure `B" (420) Seismic Design Category D lw - 1.00 R - 6.6 from Section 12 Pao= FROM CHAPTER B 1 - 1.00 C, - 0.180 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 & 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 9304.9.i ANCHOR BOLTS: 5/8" Dia. X 10". A307 or better. w/ 7" ruin. Embedment. V : 1104 #/bolt CONCRETE DESIGN per Chapter 19 & ACl 318-02 concrete re - E5oo psi rsber fy - 40.000 psi MISCELLANEOUS HARDWARE SIMPSON Strong-tie Connectors or equal 11044 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) M-1918 WWW.NASH-ARCHITECTS.COM i L� i I I - M I I � 1 I I I I Il I I II - I I 1 I I I I . I I I I I 1 Liu II IEll III FT-T I I N I I I ❑L❑ I I 1 I I I ❑�� { I I ooa I 11 I � 1 II ❑�❑ I ❑bOD � I I ❑do�i I I I ❑ ' 1 � I I I I I I I I I II / I 1 �� I i I 1 I I I I I I �� � I I I I I � I I I I 1 I I I 1 II I ( I I 1 I , I I I � I I I I 1 I I I v ' M � O S c`- C 161 s GA .�A C N"S L=j qcs�j -. Q -mmia o M �- io' 7�7 M � � I i CLIENT: NMH&ASSOCItTO LATERAL CALCULATIONS -PROJECT. 1 R c:f I I I'F r, I HIND MORKSHEET DATE: P8R 18C 09 NAME: 85 ILP.H. P is M9 PSF FRONT ELEVATION LEFT ELEVATION REAR ELEVATION 1tiGHT ELEVATION LOCATION TOTAL SHEAR FORCE (/) SHEAR UNIT SHEAR 11 x H x (see chart for wind pressure MALL SHEAR MALL O specified height) LENGTH (ft) (#/ft) TYPE /vp er,� 3� Z3 l 2 Sf Zt-7 121, 611 �vP ZOk1Dkl,�,cf 1 Z l3 ��P Zoe g z� -7 5 /� 2z4 Z� r !D � 1-7 3 z o PPi l i '4117wov riopo k S,g ) 4- 204cr 35 sty-r( v yl 0. kl ,q Z Z g 0 S14 7 0 /91_5 Z cl 5 ,/e ( '' 11644 NX 80th St Kirkland. WA 98033 (425) 828-4117 Fax (425) 822-1018 P/3 iJ WWW.NASH—AWHITEC' .COO AT ��L CUE". NASH ASSOCiAM SEISMIC ANALYSIS PRO,IiW tt c t 1 rr 7 71 PER IBC 02 DATE: NAME: 1 Weight of Building: Roof Assembly: Asphalt Shingles - 2.00 d/ft Ceder Shakes - 2.25#/It Tile - 9.60 A/ft Felt - 0.15 Y/ft Felt - 0.15 #/ft Felt - 0.15 d/ft 1/2" Plywood - 1.50 N/ft 1/2' Plywood - 1.50 N/ft 1/2" Plywood - 1.50 N/ft Trusses ® 24" o.c. - 1.75' M/ft Trusses 8 24" o.c. - 1.75 #/ft Trusses ® 24" o.c. - 1.7$ #/ft 9-38 Insulation - E35 d/ft R-30 Insulation - 2.25#/ft R-30 Insulation - 2.25 y/ft 1/2" G.WB Ceiling - 2.00 y/ft 1/9" GWB Ceiling - 2.00#/ft 1/2" GTIB Ceiling - 2.©0#Ift Total 9.75 g/ft Total 9.90#/It Total 17.90#/ft Use 10.00#/ft Use 10.00#/ft Use 18.00,E/ft lot do 2nd Floor Assembly: Caret / Pad - 0.50#/ft Hardwood - 2.50#/ft 3/4 T&G Plywood - 2.50 p/ft 3/4' T&C Plywood - 2.508/ft 2x10 9 16" o.c. - 2.30#/ft 2x10 8 16" O.C. - 2.30 f/It 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,E/ft Use 10.00K/ft Interior Wall Assembly. Exterior Wall Asso bly. 1/2" GWB - 2.00#/ft 3/4` Wood Siding - 2.30 N/ft 2X4 ® 18" o.c. - 1.10 �+/ft 1/2" Plywood - 1.50 M/It 1/2- OWD - 2.00#/ft 2x8 • 16" 0.c. - L37 N/ft Total 5.10 N/ft IB 1 Insulation - ZOO f/ft Use 8.00 N/ft Total 9.27#/It Use 10.00 O/ft 4" &iek Veneer - + 3.20#/ft 11644 N.E. 80th NE Kirkland, WA 08033 (425) 828-4117 Fax (425) 822-1918 www.NASH-ARC14 TECTS.COM CLIENT: NASH«AS TES SEISMIC ANALYSIS PI.OJF=. A It C(] ['I'h.CT S PER 19C 09 DATE: NAVE: 2 SEISMIC: V _ (C.) (►►d1) -(Plywood) 2nd Level: Roof: (Asphalt / Cedar Shake) 10#/ft X 65O sf = /(y 500 or (Tile) 18#/ft X sf = Exterior Kellx I. x 10#/sf x 1/2 (h) 2�1� /$Ok(o.j'q Interior Walls: L x 81/9f x 1/2 (h) /(gs.A-gxIt S�20 (MP) TOTAL 4 G Z lat Leval: Roof. (1st Floor Roof) 10#/ft sf = �o YO O 2nd Floor. lo#/ft X_ /51l1? sf Exterior 1fallc (E2) + L x 100/3f x 1/2 (h)-71-p0 f-- �!'f. ��6,�G(c T l/9 'q 0 (El) Interior Wells: (12) + L x 8#/sf x 1/2 (h) 5qZ 0 A-$ u, S` c10 'DOTAL sm �0 �5 D Basement: let Floor: 10#/ft X sf = Exterior Mils: (E1) + L x 10#/sf x 1/2 (h) Interior Walls: (11) + L x 8,1/sf x 1/P, (h) TOTAL = 11644 N.E. 80th St. Kirkland, VIA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NA8H=ARCHITECTS.C0)j 11 7 CUE".rtnsH&AssoclA'l'Fs SEISMIC ANALYSIS PROJECT: A R C:H T T F',l":' PER 18C Osi DAT& NAVE: 3 BASE SHEAR: V = (C. ) (Wdl) PP�lywood LEWL 2: Wdl alf y x 0.166 - !� LEVEL 1: Wdl 50 # x 0.166 = �2� 3 l TOTAL- Wdl "14 r 1 # x 0.166 - �7► 21_3 (V) Dead Load He' ht Moment Shear ® Stor Level (Wdl) (2 {Wdl)(h) FX = [(Wdl)(h)TV Remarks (Wdl)(h) 2 53 8 1p33 � 6, �o ✓D� � 6 6, L4 Total to 334 � 11644 MIL 80th SL Kirkland, WA 98033 (425) 828-4117 hx (42s5) 8�-1918 WWW.NASH—ARCHITECTS.Com NASHkA&SOM CUE".f2Cff1" P;C'I'S SEISMIC ANALYSIS PROJECT` A PER I C 09 DATE: NAUE: s x cn in ..aim z� z � ¢ b6 E-F E— �x z w M N U y, 't x .aE- C.) 4zb v— Z n a —9 E- 0 03 sC \ r M w w `v Cv. rV G-� � 11844 N.E. BOUg,St. Kirkland, WA 98033 (425) 828--4117 Fax (425) 822-1918 `g WWW.NASH-ARCHtTECTS.COM NASH•.ASSOCIATES CUENT. SEISMIC ANALYSIS PROJECT. r:C; PER 19C 09 DATE_ NAME: 5 Redundancy Factor (p): 1. Makimum allowable wall shear for p<=1 Vumax - (2)(Vaccstory)/Ab 1/2 3 ) ZZ = , S3q 2. Maximum actual shear Vmax = Largest seismic wall shear *7 3. p = 2=(2(Vaccstory)/(Vumax)(Ab 1/2) 2 � ZCl�,z3 ) W,No 11644 N.E. 80th St,• Kirkland. WA 98033 (425) 828-4117 FaX (425) 822-1918 VWX NASH-ARCHITECTS.Call - - + 4 r 20:0:49. WSEC Residential Compliance Permit Nurnber: es „" �T�,,?""is1P" .. s General Information ��22 Address: N 337U Check the box for the applicable: q Job Type: jxNew ❑Addition ❑Remodel Conditioned Sq.Ft.: 3 3 7 J Heating Fuel: ❑Electric ❑LPG(Propane) ZGas ❑Other Fuels Heating System: ;'Forced Air ❑Room Heaters ❑Hydronic ❑Other Qualification Options There are 2 different qualification options, one is based on a Prescriptive Approach, Chapter 6, and the other is a Component Approach, Chapter 5. Chapter 6 approach includes a Table of options, one of which you will select for your particular design. Choose a compliance option that best suits the economics and design of your project. The Chapter 5 Qualification Form is a second compliance approach and allows a builder more flexibility for alternative methods of construction. The Chapter 5 and Chapter 6 Window and Door Schedules provide an outline to assist you through the specific calculations and requirements for doors and class.Chapter 5 Interactive formats are available online @ www.energy.wsu.edu Responsibility for information Although designated Department staff members will help you with general questions about completing this form, it is ultimately your responsibility to provide detailed information about heating systems, glazing, insulation and other requested building specifications. Since these forms will be evaluated for completeness and accuracy, you can avoid unnecessary permit delays by carefully providing all required information. Disregard items that don't address your particular building or equipment. Design Changes Be sure to get prior approval from the Department if you wish to make changes in your project during construction. Code Books For more detail, refer to the 2009 Washington State Energy Code, this code may be obtained, for free, from Washington State University's Energy Program website (www.energy.wsu.edu). This website includes forms, useful links, and downloadable versions of the WSEC. 2009 WSEC &IRC Ventilation One&Two Family Dwelling Unit Prescriptive Compliance Form This set of farms 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 requirements: Glazin U-Factor Wall• WatI• Glazing 9 Ao°� Vaulted wall into ext9 Slab Option o7 of floor Vertical Overhead" Factor Ceiling z on Ceiling' Grade Below Below ��� Grade` Grade Grade R-38 Adv. R-21 R-21 R-10 I. 13% 0.34 0.50 0.20 or R-49 R-38 �t R 10 R-30 21 II. 25% 0.32 0.50 0.20 R-38 Adv. R-38 R-21 R-21 R-10 R 30 R-10 or R-49 Int.7 TB 2- R-38 Adv. R-21 R-21 R-10 M. Unlimited 0.30 0.50 0.20 or R-49 R-38 Int.7 TB R-10 R-30 2, See 6V5EC fable 6-1 for faotnotes Radiant S�foam ❑ R-10sulation,to the entire slab�Wfthther�malbreak�(WSEC 502.1.4.9) Lighting ffr ' n ❑ 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. VJSEC 505.2 I lazing &hedtilq AUached to Document Please check the box in front of the option which you will use to meetthe 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 1I,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 503.2.7.) Mole Hottu,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. Intennittent Whole House Ventilation Using a Heat Recovery Ventilation System(IRC M1508.7) ourge 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' so cfm 100'cfm Continuous operation 20 cfm 25 cfm Chapter 9 options Total of 1 credit required:Please circle the option to be used and fill in the applicable credits Opt Option description Credit Credit Value applied 1a HIGH EFFICIENCY HVAC EQUIPMENT 1: ie Gas,propane or oil-fired furnace or boiler with minimum AFU of 92 o R Air-source heat pump with minimum HSPF of 8.5 1.0 1,0 1b HIGH EFFICIENCY HVAC FQUIPMENT 2: Closed-loop ground source heat Pump;with a minimum COP of 3.3 2.0 1c 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 EFFICIENCY HVAC.DISTRIBUTION SYSTEM: All heating and cooling system components Installed inside the conditioned space.All combustion equipmentshall be direct vent or sealed combustion.Locating system components in conditioned crawl spaces is not permitted underthis option. 1.0 Electric resistance heat is not permitted under this option.Direct combustion heating equipment with AFUE less than 80%is not permitted under this option. 3a EFFICIENT BUILDING ENVELOPE 1: Prescriptive compliance is based on Table 6-1,Option III with the following modifications:Window U:0.28 floor R-38,slab on grade R-10 full,below grade slab R-10 full or 0.5 Component performance compliance:Reduce the Target UAfromToble S-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 F-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 1.0 Component performance compliance:Reduce the Target UAfrom Table 5.1 by 154b,as determined using Ea 11 3c SUPER-EFFICIENT BUILDING ENVELOPE 3: Prescriptive compliance is based on Table 6-1,Option III with the following modifications:Window U.=0.22 and wall R-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 by30%,as determined using,EQ.11 4a AIR LEAKAGE CONTROL AND FFFICIFMr VENTILATION: Envelope leakage reduced to SLA of o.00020 building envelope VEhtnessshall 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 M3508 of the Washington State Residential Code shall be met with a heat recovery ventilation system in accordance with Section M1508.7 of that Code. 45 ADDITIONAL AIR LEAKAGE CONTROL/AND EFFICIENT VENTILATION• Envelope leakage reduced to SIA of 0.0001.5 building envelope tightness shall be considered acceptable when tested air leakage is less thanspedfic leakage area of 0.00015 when tested with a blower door at a pressure difference of50 PA.Testingshall 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 s.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 ofthat Code. 5a EFFICIENT WATER HEATING:' Water heating system shall include one ofthe following: Gas,propane or oil water heaterwith n minimum EF 00,62211 Electric Water Heater with a minimum EF of 0.93 AND for both 0.5 cases All showerhead and kitchen sink faucets installed in the house shall meet berated at 1.75 GPM or less.All other lavatory faucets shall berated at 1.0 GPM or less.' Sb HIGH EFFICIENCY WATER HEISTING: Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.82P-R-Solar water heating supplementing a minimum standard water heater.Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and 1.5 Certification Corporation(SRCC)Annual Performance of OG-300 Certified Solar Water Heating Systems oR Electric heat pump water heater with a minimum EF of 2,0, 6 5MALI DWELLING UNIT 1:1 Dwelling units less than 3500square feet in floor area with less than 3W square feet of window+door area.Additions to existing building that are less than 750 sq uare feet of heated floor area.(Must complete attached glazing schedule to use this 1.0 option. 7 LARGE DWELLING UNIT 1: Dwelling units exceeding 5000 square feet offloor area shall be assessed a deduction for purposes of complying with Section -1.D 901 of this WSEC. 8 RENEWABLE ELECTRIC ENERGY, For each 1200 kWh of electrical generation provided annually byen-site wind or solar equipment a 0.5 credit shall be allowed, up to 3 credits.Generation shall be calculated as follows:Forsolar electric systems,the design shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PWVATTs.Documentation noting solar access shall be Included on the plans. OS For wind generation projects designs shall document annual power generation basest on the following factors:The Wind turbine pgwer curve;average annual wind speed at the site;frequencydistribution of the wind speed at the site arid height afthe tower. S"o WSEClalare 91/orfw"wt" TOTALCREDITS FOR THIS PROJECT Glaziria Schedule(Electronic version available at:ham://vnYmeneray. / well [tRlve zonel.xlsx) Conditioned Floor Area 7/ Sum of UA for zi Heating Syaiem Sizing]�r Sum of All Glazing Areas From no low i Glang to Floor Area Ratio a 602.7.2 Exception Ratio(not to exceed 1°l)� tiE7ttOrlOr Doora td Plan Component Door. Percent Width Height Glazing Door Door ID Dazcri t6n Ref. U-factor Glazed at. Fret Feet k"*' Area Area UA DneFJlu"P[Sw6lyntp Dwi�2-I SLiuma Fret iff - Sum of Glazing Area.Door Afea,and UA(do not Inoludo exempt door) Area Weightrd U w L/A/Ar" Sum of Area and UA for tleadng systOM size only(IJUIUde exempt door) Vertical Glazing(1WlndOWS,Glazed doors USIng Exctptton 002.5 91) Plan Component Glazing Width Height Glazing ID UfiLCf1 ikon Ref. U-factur Ot. Feet M`h Feet 1-t' Area UA ri�rc t-rmtr �-t lU " � K f O U v / l Z 01-r tf AIrl L Sum ofArra and UA 1wi3,7 Attea Weighted U=VA/Araa over land Glazing Plan Component Glazing Wid Haight ID Dc6cr:pUon Rof- U Ot. Foot*'d' Foot"��' Aroa UA 77 :Urn of Area and UA Doug•Glazed Gordon windows Section 002.7.2 Ex"ptlon Am&Wafjati"N-LIAfAf ea Plan Component wiidlh Height en Ip Dcr tion Oc. F t Y�`h F,t hmh UA EN F--= Sum of Am. San?ofArsq X 3(Trtfa"tote)fs wufomaaco!/y inc/ud�d in the y/er/n�area total,) G/esiny'LA for NazitinII -yat*m&lze only Ana X 0.63 1- � � Simple Heating System Size (Electronic version available at:httn:11vrwv,nerm.wsu.ed utQQ r�presc�'ve 7.�nel.xfsx Indoor Design Temperature 70 Outdoor Design Temperature 24 Design Temperature Difference(LT) AT=Indoor-Crx-ciccr Design Temp 46 Conditioned Floor Area 3g?o Conditioned Volume Glazing Copy Sum of UA;corn Glazing Schedule I K S.^6 Attic U-Factor X Area = UA R-49 0.027 o Z p 5 K S u R-33 Advanced Oi 026 Single Rafter or Joist Vaulted Ceilings U-Factor X Area - UA R-3$ Vented 0.027 EEA Above Grade Walls li-Factor X Area = UA R-21 0.056 Floors U-Factor X Area = UA R-30 0.020 Z c f 593, o? Below Grade Walls U-Factor X Area - UA 2' Depth Walls 0.042 3S' Depth Walls 0.041 7' Depth Walls 0.037 Slab Below Gracie F-Factor X Length = UA 2'Depth 0.6 3.5' Depth 0.04 7' De th O.57 Slab on Grade F-Factor X Length UA R-10 2'perimeter p.54 R-10 Full- Heated 0,5� Sum of UA 9 5 5 Envelope Heat Load i? Btu t Hour Sum of UA X aT Air Leakage Heat Load Btu/Hour ( �a14 ne X 0.6)X LT)X.018)) Building Design Heat Load , 2 S Btu 1 Hour Air Leakimcs*Envelope Heat Loss Building and Duct Heat Load Btu/Hour If ducts are iocated in unconditioned space:Sum of Bui ding H_a;Loss 1.15 If ducts are located in conditioned space:Sum of Buildinc Heat Loss X 1 Maximum Heat Equipment Output 150% l C o � gtu !Hour Building and Duct How Loss X 1.50 ti� I r": �sax�sr+.:..m:m.. -. ....r!.f.:Ms^.•,w�vn. ,,,:.`�aw�afsn�^surn�a':r...;,as.�s.re..- ..^+^�'-^•+�`.r:_ • * W ♦ k ♦ ik t ... 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