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17317 84TH AVE NE_BLD20120230_2026
fo BUILDING INSPECTION REPORT Gti'AY or, Permit No. 07- 3O Address: l ?3 I? 00 41 t" thvr, 4ING Contractor: Owner: Corn ee-,S `arl,f, 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 360-43"674 FOR RE-INSPECTION by 5:00 pm the day before OK Inspector: Date:/I 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: 4A BUILDING INSPECTION REPORT G1c V rj f Permit No. a- — O � 50 to+ Address: 311 gq-t" Ave. 411 Contractor: zr f1ef-sfi�,n.e, ZING" ( Owner: 0,,or-nex S-(_-py-xe, Date: 10 - a4-(_a- 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 k 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: Property Address: 3l ,�� Yli h4 rOi� CUndltiUMd Maur Area 1- DaLe 1;1111der or registered. design professional : ol Signature: R-Vaf es Ceiling: Vaulted R- Floors Over unconditioned space R Atli c R- Slah on grade floor R- Walls: Above grade R- Duors R- Below, int. R- _ R- 13clow, ext_ R- lt- C1-Factor:r an.d,SHGC NRFC rating (or) Windows U- SHGC- T)cfaulr ra.t.ing(r. 141)ler 10WSFr. 7.009) Skylights U- SHGC- Chapter 9 4ptian(3) ' Total cwpt- 9 Cred#r HeatWg, Coaling A Domestic Hot Water System VW R M clency Heatin 6 Yna C e, Cooling / DHW Duct&Building Air LeakgUe All ducts (V-HV AC in conditioned space (�fqj 1 no ) Insulation It- Test Method: G,Total leakage Leakage LU exterior -All'handler present Test.Target ( FM@25Pa Test.Result CFML25Pa Building air leakage target: SLA<U_ltU030 - 'Tested leakage: SLA= 0'-()((:1 C)nsfteRen.ewable l+;rtergy Uecfric Power Systens System type: Rated annual generation Kwh z T) cf) O N U No x O N z �D po z m u N O U wU Ow Z O W t U U o � u bo z H z ,.., cn W O j w O ,.7 w cn o Z Q H c. U z � Zu cu o z O � � N �i bZu v � z 00 U O w 00 a N a, .�` z o v Q OZ U O O In 3 H N z Q � 1 W o � N � aav w w zuP. H CITY OF ARLINGTON • 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 PHONE:(360)403-3551 MO-WELDING PERMIT Address:17317 84TH AVE NE,ARLINGTON Permit#:BLD2012023 0 Parcel#:01089200000900 Valuation:$383,000.00 OWNEk APPLICANT CONTRACPO 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:9/1/2014 L LlM> d C'6NTitACTOR 8 I MANICAL CONTRACTOR 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 DESCRIPTION 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 PERM117 116VAL -- I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CER IFICATE OF OC PANCY HAS BEEN GRANTED.IBC110/IRC110. AL TAX NOTIC Ics-tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form nd coded City f lington#3101. 28 /L UE �Signa re Print Name GSafe t Released Date ARCHIVE = APPLICANT ASSESSOR OTHER BLD20120230 (PT-LIVE) - PermitTTrrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT#: BLD20120230 OWNER: CORNERSTONE HOMES NW, LLC-LAM... STATUS:APPLIED ADDRESS: 17317 84TH AVE NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 9/20/2012 SCREENS:(Select Screen... —� FUNCTIONS: Select Permit Function... L SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVIE.. DESCRIPTION ASSIGNE.. DUE DATE LAST (#) REQ? DO.. ASSIGN REMOVE 2000 C-Building I CYOUNG 9/27/2012 0 Y N Assign Remove 2008 C-Community Development I ARUSKO 9/27/2012 0 Y N Assign Remove ss https:Hcoapermits.arlington.local/PermitTrax/Module_Permits/Permits_Permit/Permit Reviews.as... 9/20/2012 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) ACCURATE, FULLY DIMENSIONED PLOT PLANS AND ONE(1) CROSS CONNECTION CONTROL SURVEY(if adding plumbing). TYPE OF PERMIT: ED Residential Addition (ED Residential Alteration Also Including: ED Plumbing (a Mechanical Project Address: 17317 84th ave NE Arlington,WA 98223 Parcel ID#: 01089200000900 Lot#: 9 Subdivision: Eagle Heights DIV 2 Project Description New SFR Valuation: Owner: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address: PO Box 14424 City: Mill Creek State: WA Zip Code: 98082 Contact Person:JP Lampinen Phone Number: 425-338-5888 Cell Phone: 425-923-0926 Fax: E-mail: ip@cornerstonehomes.us Address: Po Box laaza City: Mill Creek State: WA Zip Code 98082 Building Area(Sq Ft): 1st Floor: 1308 2"d Floor: 1583 3`d floor: ADU 487 Deck: Garage/Carport: 615 Basement: Project Valuation: Contractor: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 96082 CORNEHN9470A 9/112A a.blq Contractor's License Number: Expiration Plumbing Contractor-Advanced Plumbing Phone Number: 425-348-5100 Address: 9630 145th ST SE City: Snohomish State: WA 1 Zip Code: 98296 Contractor's License Number: ADVANPL917LS Expiration: (e l l o.Udl; 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 dhebyertify that t eBove information is correct and that the construction on, and the occupancy and the use of the above- dproperty wiI in accordance with the laws, rules and regulation of the tate of ashington. Aon icants Signature I Date JP Lampi en Print Applicants Name RECEIVED FOR STAFF USE ONLY SEP 1 9 2012 rill COA PERMIT CENTER Permit# Accepted By Amount Received Receipt# Date Received RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3418 Number of Plumbing Fixtures (including Rough Ins) Accessory Main Total Fixture Total Number Fixtures Plumbing Fixtures Dwelling Unit Residence Unit#X Units Multiplier Bar Sink 0 X 1.0 = 0 Bathtub or Combination Bath/Shower 2 X 4.0 = 8 Clotheswasher 2 X 4.0 = 8 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 1 Other Total Fixture U 45 nits l Traps(other than above items) ' � /N Column Totals 21 � 'Estimated Project Valuation / `f � Building Square Footage 3378 1'� Floor 1308 2nd Floor 1583 3rd Floor ADU 487 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. D. Pressure in re t main: psi. (Measure with gauge or check with Water Department) I he eb certify that I above information is correct and that the construction on, and the occupancy and the use of the above- de, rib d property be in ccordance with the laws, rules and regulation of the late of Washington Ap cants Signature Date RECEIVED SEP 19.2012 8 COA PERMIT CENTER VlA���-6 a3o 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: (D New Residential ® Addition/Alteration Project Description:New S F R Project Address: 17317 84th ave NE Arl i ngton,WA 98223 Parcel lD#: 01089200000900 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@cornerstone homes.us PO BOX 14424 Mill Creek WA 98082 Address: City: State: Zip Code: 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 Till-, ❑ Re-circulating Heating System ❑ Swiml ❑ Other Authorized Signature: I Date: Ll /'r Z--- For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other SEP 19 ,201 Inspection Required YES NO COA PERMIT CE TER J P�atil�-oa3o RESIDENTIAL MECHANICAL PERMIT APPLICATION 0 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:17317 84th ave NE Arlington,WA 98223 Parcel ID#: 01089200000900 Lot#: 9 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 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 ? VENTILATION FANS OTHER VENT HOOD DOMESTIC INCINERATOR ALL OTHER UNITS FREESTANDING STOVE Contractor: Innovative Comfort Systems Phone Number: 425-268-0863 Address City: State: Zip Code: 17405 Snohomish Ave Snohomish WA 98296 Contractor's License Nun er INNOVCS895PM Expiration: 10/14/2013 I reb certify that th a ove information is correct and that the construction on, and the occupancy and the use of the above- scrib d property will in a cordance with the laws, rules and regulation of the State of Washington. If -1 pli ants Signature Date JP Lampi en Print Applicants Name cc RECGIVEL) FOR STAFF USE ONLY SEP 1 9 2012 �a'0i2'Od30 tea- � � Permit# Accepted By Amount Received Receipt# ® t MMANTER 2010 CJY ZON20120107 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 DEVLPMNT REVIL.r" COMMITTEE PERMIT#: ZON20120107 OWNER: CORNERSTONE HOMES NW, LLC- LAM... ,{.� STATUS:APPLIED ADDRESS: 17317 84TH AVE NE,ARLINGTON I �� +'r BALANCE: $0.00 V1� ISSUED: CREATED:9/20/2012 SCREENS: Select Screen... _ FUNCTIONS: Select Permit Function... GENERAL- BLD REVIEWS PRINT ADD NEW SUMMARY REVIE.. DESCRIPTION �ASSIGNE.. DUE DATE LAST (#) REQ? DO.. 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 RESIDENTIAL SUBMITTA L 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: 9/19/2012 Address: 17317 84th ave NE Arlington,WA 98223 Plat: Eagle Heights Div II Lot 9 Owner/Appli n Cornersto omes NW LLC Signature: (/,q //7-- Verification of accuracy and agreement to follow the City of Arlington Municipal Code Phone: (h) 425-33 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 8025 SF x 35% = 2808.75 SF 4. Actual Lot Coverage: (SF of all structures) 2547 _ 8025 (lot size) = 31.7 % (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): Build NEW sFR RECEIVED OFFICIAL USE ONLY SEP 19,2012 PROPERTY ZONED APPROVED _F71 DENIED�I _.;Q MINT ZvoHN��a-M-7 HOUSE 2383 1 PATIO 164 LOT COVERAGE 2547 LOT SQ FT= 8025 LOT COVERAGE= 31.7% 2547 SQ FT/8025 SQ FT BUILDING HEIGHT= 28'6" 86.03' Z W N. ),VM3nlaa ,ZZ a1 w, 00 19' ►eomod cn i I 18 oll I � I 6' T o ! F ' I 16'-6' 9'-10' 9'-21--� � I °D iwn BuIllemclI L6 P Nosseood F ! I 66' 5' 13''11�; - - - - - - - - - - - 011b d OI1V d t \ l0 \ w '^ +� \ W \a 1 1\ 77.22' LOT 9 RECEIVED PLAN: 3378 SEP 1 9,2012 17317 84TH AVE NE COA PERMIT CENTER ARLINGTON WA 98223 SCALE: 1 "=20' SITE EAGLE CORNERSTONE HOMES NW, LLC ORNERSTONk PLAN PO BOX 14424 MILL CREEK WA 98082 HEIGHTS OFFICE(425)338-5888 ■ RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 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 tha all items designated as submittal requirements must accompany my Building Permit Application to b c nsidered a c plete submittal. Signature: Date em --- Ow eFOwn r' Representative i Company: Cornerstone Homes NW LLC Phone- 425-338-5888 6 t` 1 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 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 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 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 F 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 t SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3418 Note! The 2009 International Residential Code requires smoke detectors at each level of the home and in all rooms that can be used for sleeping. All smoke alarms shall be listed and installed in accordance with the IRC and provisions of NFPA72. D. ❑ ARCHITECTURAL CROSS SECTIONS & DETAILS (Minimum '/4" Scale) 1. Show a typical roof section with all materials labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections 2. Show a typical foundation and floor section with all material labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections. 3. Show a typical wall section with all materials labeled; indicate size and spacing of all members and insulation values. 4. Show all connection details, including post-beam, post-footing, collar tie, etc. 5. Provide the dimensions for all stairs, with details showing rise, run, headroom and handrails per Section R311 of 2006 International Residential Code. Guards require intermediate rails to be less than 4" apart; handrails are to be 34" to 38"from nose of the tread and to be returned. Show any fire blocking, landing sizes. Specify one-hour fire resistive construction for any usable space under the stairs. 6. Show a section detail for any fireplace, including the hearth and hearth extension. Include dimensions, materials, clearance from combustibles, height above roof, reinforcing, seismic anchorage and foundation details. E. ❑ STRUCTURAL NOTES 1. Specify all design load values, including dead, live snow, wind, lateral retaining wall pressures and soil bearing values. 2. Specify minimum design concrete strength, concrete sack mix and reinforcing bar grade. 3. Specify the grade and species of all framing lumber. 4. Specify the combination symbol (strength) of all GLU-LAM beams. 5. Specify all metal connectors, including joist hangers, clips, post caps, post bases, etc. 6. Provide details showing the complete load path transfer at roof perimeter, interior shear walls, cantilevered floors, off-set shear walls and ceiling diaphragm to shear walls (if used). 7. Provide a shear wall schedule noting nail spacing, blocking, bolts, top and bottom plat nailing. 8. Locate all hold down straps on the drawings. F. ❑✓ STRUCTURAL CALCULATIONS 1. Provide two (2) sets of structural calculations if prepared by an engineer or architect registered with the State of Washington. (Not required if using Prescriptive Design Approach from the IRC/IBC.) G. ❑✓ ELEVATIONS 1. Show elevations views of each side of the structure; provide finished floor level for each floor. 2. Show existing and proposed grades. 3. Show the maximum building height. 4. Show the maximum site slope. 5. Show all roof overhangs and any chimney clearances from the roof. 4 RESIDENTIAL PERMIT i' 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 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. NASH&ASSOCIATES ARCHITECTS PLAN 3378- REAM, LATERAL & SEISMIC CALCULATIONS 2512 REwmeb wows STATE c�� RECEIVED SEP 19 2012 2009 IBC COA PERMIT CENTER JANUARY 1, 2012 �Lb aD/0-1-od30 11544 N:S 80th Sc. Klrkland. NA gQ= (425) 6W-4117 FAX (425) W4918 1'rh' -NASH-ARCHtTECTS.00M CLIENT: Nns (:.,4I FCT'�s BEAM DESIGN DATA PROJECT: c: t'r'r.c='r s DATE: NAVE: Roof Wads: LL 25#13f DL 15 y/sf Total 40 N/sf Unless Noted Otherwise Floor Leadr. LL 40 y/sf DL 10 #/sf Total 50 y/sf Deck Loads. LL 60#/sf DL 10 M/sf Total 70#/sf Soil: 1500 P-SF Min. Concrete: Per IBC 09 Masonry: Per IBC 09 Steel Per IBC 09 Woo& Per 1BC 09 Nailing Per IBC 09 4" btasac Douglas Fir #2 fv = 180 fb = 900 PSI E = 1,600,000 6" Beam Douglas Fir #2 fv = 180 fb = 900 PSI E = 1.600,000 Joists & Hem Fir #2 Rafters: fv = 75 fb - 860 PSI E = 1,300,000 Ohs—Lsia Hear>nas fv - 165 PSI fb = 2.400 PSI (reduced by size factor, CPK1) E = 1,800,000 11844 N.E. 80th St. Kirkland. WA 98033 (425) 828-4117 Fai (4R5) 829-1516 W".NASH-ARCHITECTS:coo PLAN 3378 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 3378 BEDROOM TWO RB'1 Date:8/21/12 Selection 3-1I8x 9 GLI3 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=3.7 inz R2=6.8 in' (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 perft 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 Defl L 1875 LL Max Defl L/360 LL Actual Deft L/>1000 Attributes Section in' Shear(in') 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 (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 Lead A Pt loads: [B 0 R1 =2399 R2=4444 SPAN=5FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 3378 SeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 3378 BEDROOM THREE RB-2 Date.8/21/12 Selection 4x 10 DF-L#2 Lu=0.0 Ft Condition 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'# Max V(Reduced) 1189# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear in, TL Defl in LL Defl Actual 49.91 32.38 0.03 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 (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adiustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress NIA Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:425 Uniform TL: 680 =A Uniform Load A R1 =1720 R2= 1720 SPAN=5 FT Uniform and partial uniform loads are Ibs per lineal ft. r PLAN 3378 BeamChek v2011 licensed to.-Michael Johnson Reg'#7992-66428 PLAN 3378 MASTER BEDROOM RB-3 Date:8/21112 Selection 3-118x 10-112 GLB 24F-V4 DFIDF Lu=0.0 Ft -CongtiWs NDS 2005 Min Bearing Area R1=6.7 in2 R2=6.0 in2 (1.5)DL Defl= 0.09 in Recom Canbe—0.14 in Data Beam Span 7.0 ft Reaction 1 LL 2545# 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 1483 LL Max Defl L/360 LL Actual Defl L I>1000 Attributes Section in3 Shear in' TL Defl(in) LL Deft 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 I (psi) value Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adlustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress NIA Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:425 Uniform TL: 680 =A Point LL Point TL Distance 1850 B=3409 3.0 Uniform Load A Pt loads: FBI 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 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 39 # Maximum V 3748# Max Moment 3164'# Max V(Reduced) 2809# TL Max Defl L 1240 TL Actual Defl L/>1000 LL Max Defl L 1360 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 L (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adjustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1433 B=2399 1.0 785 H=1210 0 �1.0 360 1=450 1.0 5.0 t H Pt loads: R1 =3748 R2= 1700 SPAN=5 FT Uniform and partial uniform loads are Ibs per lineal ft. i PLAN 3378 SeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 3378 KITCHEN • B-2 Date:8121112 selection 3-118x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=5.3 in2 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 1876 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear W) 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 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1063 B=1720 2.5 785 H=1210 0 2.5 360 1=450 2.5 5.0 H PtIoads: [� 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:8121/12 i i n 5-1/8x 9 GLIB 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 Defl-- 0.06 in Recom 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 Defl L/240 TL Actual Defl L/576 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes 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 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 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 j Pt loads: 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 3-118x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 200.5 Min Bearing Area R1=11.0 inz R2=9.9 inz (1.5)DL Defl= 0.09€n Recom Camber-0.13 in ata Beam Span 7.0 ft Reaction 1 LL 4360# Reaction 2 LL 3975# Beam Wt per ft 9.11 # 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 Deft L 1473 LL Max Defl L/360 LL Actual Defl L 1931 Attributes Section €n' Shear inz TL Defl(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 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 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: B © R1 =7128 R2=6439 SPAN=7FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 3378 BeamChek v2011.1icensed to:Michael Johnson Rcg#7992-66428 PLAN 3378 GARAGE GB-1 Date:8/21/12 Selection 4x 12 DF-L#2 Lu=0.0 Ft Conditions NDS 21005 Min Bearing Area R1=4.4 in2 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) 2023# 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 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 I (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 990 180 1.6 625 &justmenn CIF Size Factor 1.100 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:560 Uniform TL: 780 =A Uniform Load A R1/63 R2=2763 SPAN=7FT Uniform and partial uniform loads are Ibs per lineal ft. I . 1 CLIENT: r.asxkAssoCiAxl s LATERAL' DESIGN DATA PROJECT n 11.C I I 1 E C T 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 hind Pressure: ps - (A)(Iw)(pm) Base Shear. V -1.2 Sd S(W) where A = Exposure Factor where. Cs = Seismic Response Coefficient lw = Importance Factor W - Efficient Seismic Weight pse = Base Design Pressure (Ss)(SI) / R = (CS) SITE/PROJECT SPECIFIC VALUES: SITE/PROJECT SPECIFIC VALUES: Basic Wind Speed = 83 mph (V )32 Ss - 1.5 per USES SI - 0.80 per USES Site Class D2 (Default) k - 1.00 Exposure "B" (40') Seismic Design Category D lx n 1.00 R 6.5 from Section 12 Psw= FROM CHAPTER 6 1 - 100 CS = 0.150 per Section 12 STANDARD DESIGN INFORMATION The information described below Is to be used makes otherwise noted on the plane. 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 2304.9.1 ANCHOR BOLTS 5/e" Dia, X 10". A307 or better. w/ 7" min. Embedment. V i 1104 #/bolt CONCRETE DESIGN per Chapter 19 ACI 318-02 Concrete re y 2500 psi rebar 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) SM-1918 WWW..NASH-ARCHITECTS.COM 1 I I , I l � I I , I , 1 I I I I II I I I 1 I I I II 1 I I II I I 1 I I I 1 O I I I I oNjEl o�QILL El 11 I� � I I �a❑ I i I I I I I I FEIE]HI ...... lu I I ❑DE1CI] ❑LF1 ' ❑00 I � � I I ad❑ I 1 I Q i � i i i i i � / � i � � f , � , � � � � � � , I� I I , � � � II I � � , � v � � o ES .�Ad If 161 � N M� 1� ti r Q v-1 ao M -- N • rl - M "m7 i IJ N CLIENT: 11 xnsH`nssoc[ATEs LATERAL CALCULATIONS 'PROJEC7' MIND MORKSHEET DATE: PER 18C 09 NAME 85 1t P.H. P - 15.9 PSF —FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION LOCATION TOTAL SHEAR FORCE (1) SHEAR UNIT SHEAR 11 x H x (see chart for wind pressure WALL SHEAR MALL O specified height) LENGTH (ft) (//ft) TYPE /vo gk-Cr�� 1 3 7 ZU1° 1�,�� krs,y1 C - - /2, Sr Z1-7 12/, � .i ySq3 SUP Zog q 7,2) -7 S 2z 9 Z� f l 10 14011V xa16,g 4- Of BIZ 1-7 3 2 o P1,LY r i 4- 204�1 Z� 35 ,vyXrl/ 2�xl0. Y(j,G 4-ZZR0 Sk7d. /A 11844 N.E. 80th St Kirkland. WA 98033 (425) 828-4117 Fax (426) 022-1918 it WWW.NASH-ARCHITEM.COM P� 3 CLIENT: NASH-ASSOMM SEISMIC ANALYSIS PROJECT: AItCIiITEC:T5 PER IBC 09 DATE:- NAME:- Weight of Building: Boat Assembl3rc Asphalt Shingles - 2.00#/ft Cedar Shakes - 2.25#/ft Tile - 9.50 N/ft Fell - 0.15 1/ft Felt - 0.15 K/ft Felt - 0.15 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 N/ft 1/2" Plywood - 1.50 Y/ft Trusses ® 24" o.c. - 1.75 N/ft Trusses 0 24" o.c. - 1.75 # ft Trusses ® 24" c.c. - 1.75 #/ft 9-38 Insulation - E35 y/ft R-30 Insulation - 2.25#/ft R-30 Insulation - 2.26 y/ft 1/2" GWD Ceiling - 22..00 M/ft 1/2" GWB Ceiling - 2.00#/ft 1/2" GWB Ceiling - 2.00 y/ft Total 9475,#/ft Total 9.90 g/It Total 17.90 /ft Use 10.00,#/ft Use 10.00#/It Use Ia.00,#/ft 1st & 2nd Floor Assembly. Caret / Pad - 0.50#/It Hardwood - 2.50 g/ft 3/4 T&G Plywood - 2.50#/ft 3/4" T&C Plywood - 2.50 B/ft 240 0 16" o.c. - 2.30#/ft 2x10 A 16" o.c. - 2.30 i/ft 1/2" GWB Ceiling - 22=00#/fL 1/2" GWB Ceiling IM i/ft Total 7.30 Uae 10.00#/ Total ft Use 20.00#/ft Interior Wall Assembly. Exterior Wall Assembly. 1/2" GWB - 2.00#/ft 3/4" Wood Siding - 2.30#/ft 2X4 0 16" o.c. - 1.10 #/fL 1/2" Plywood - 1.50 //ft 1/2- GWB - 2.00#/ft 2x6 A 16" o.c. - 1.37 #/ft Total 5.10 //ft 12 1 ln3GWB lation - 2.10#/ft Use 8.00#/ft Total 9.27#/ft Use 10.00 0/ft 4" Brick Veneer - + 3.20#/ft 21044 N.E. 80th SL Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1%8 WWW.NASH-ARCHITECTS.COM It NASH«A9SOCIAM CUENt SEISMIC ANALYSIS PROM PBR IIIC 09 DATE: NAIL 2 SEISMIC: V = (C.) (mil) -(Plywood) 2nd LeveL• Roofs (Asphalt / Cedar- Shake) 10#/ft X ��� sf = or (Tile) 18,E/ft X sf = Exterior Walls: L x 10#/sf x 1/2 (h) 7 2dC� /$Ok<o j2/ (� Interior Wails: L x 8#/sf x 1/2 k� S� 40 (I 2) TOTAL- 1st Level: Roof. (1st Floor Roof) to#/ft X �O K sf 2nd Floor. 10#/n X Exterior Walls: (E2) + L x 100/sf x 1/2 (h) I(P7q O 7200 /- Z ./2 Yle - ,f- (El) Interior Walls: (I� + L x 8#/sf x 1/2 (h) 1/g9 S o SRZ 0 f /(o k�A N, S(11l TOTAL• _ �� 50 C-11-770 Basement: 1st Floor: 10#/ft X of = Exterior halls (El) + L x IOP/sf x 1/2 (h) Interior xailbr 01) + L x 8 /sf x 1/2 (h) TOTAL _ 11644 N.E. 80th St. Kirkland. WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COI[ NA ASSOCIATES 01.1ENf: SEISMIC ANALYSIS PROJECTARCHITECTS, PER IBC 00 DATE: NAME: 3 BASE SHEAR: V = (C,) (Wdl) Plywood LEVEL 2: Wd1 7-It (O A x 0.188 LEVEL 1: Wdt r�Q # x 0.186 - �� 3 TOTAL: Wd 1 /q r-'7 y x 0.166 (h Level Dead Load He it ht Moment Shear 0 Stor (Wdl) (h) (Wdl)(h) Fx [(Wdl)(h)TV Remarks (Wdl)(h) 29. C0 �S S3Z� 532,$C�3,z3 J 2 6. So 1 � 103 . 4 (o, Total 10 334 11644 N.E. 80th St: Kirkland, WA 98033 (4:�6) 828-4117 111ax (426) M- -1918 WWW.NASH-ARCHITECTS.COY 11 NMH•ASSOCIATES CLIENT. _. ARCHITP.C'1'5 SEISMIC ANALYSIS PROJEM PER tBc.00 DATE NAME 4 A: x azw �Zo C E-4 E- cn w WN n 0. 0 4r Gr7 xw0 w 5 S w �— a w a cJ w w �a 11844 N.E. St. Kirkland. WA 98033 (425) 828-4117 Fax (425) 822-1918 `q `4 WWW.NASH-ARCH[TECTS.CON NASH t ASSOCIATES CUENT. SEISMIC ANALYSIS PROJECT. PER 19C 09 DATE NAM& Redundancy Factor (p): 1. Maximum allowable wall shear for p<=1 Vumax - (2)(Vaccstory)/Ab 1/2 c2J0,2 3 ZJri r- i S3� it4 ( D 2. Maximum actual shear Vmax - Largest seismic wall shear 53'7 =1Z7*7 3. p = 2—(2(Vaccstory)/(Vumax)(Ab 1/2) Kq,,09) o� 1�/iNd 11644 N.& 80th SE.• Kirkland, WA 98033 (425) BW8 4117 Fax (420) 822-1918 WWW.N ASH-ARCHrrECTS.C0 M E009 WSEC Residential Compliance Permit Number: General Information Address: blN 3 3?U Check the box for the applicable: Job Type: jN�New ❑Addition ❑Remodel Conditioned Sq. Ft.: 3 3 7 Heating Fuel: ❑Electric ❑LPG(Propane) ZGas ❑ Other Fuels Heating System: ;0 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.energywsu.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 iJnit 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 re uirements: 9 Glazing U-Factor Wall• Wail• Giarin 9 for' Vaulted Wall into a Slab Option I on %Aof floor Vertical Overhead' Factor CeilingZ Ceilings Grade12 Below Below �DOf� Grade6 Grade Grade L R-38 Adv. R-21 R-21 R-10 13% 0.34 0.50 0.20 or R-49 R 38 Int 7 TB R 10 R-30 2, II. 25% 0.32 0.50 0.20 R-38 Adv. R-38 R-21 R-21 R-10 R-30 R-10 or R-49 Int. TB 2' R-30 Adv. R-21 R-21 R-10 Unlimited 0.30 0.50 0.20 or R-49 R-38 int' TB R-10 R 30 2, See 6VSECta6ie 6-1 forfaotnotes Radiant Slab: ❑ R-10 foam insulation,to the entire slab with thermal break(WSEC 502.1.4.9) Lighting ffi i 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. WSFC 505.2 G,la7i!iq Schedule Attached 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 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 Houn 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 M1508.7) Source Specific Exhaust Ventilation Required in each kitchen, bathroom,water closet compartment,laundry room,indoor swimming pool,spa and other rooms where water vapor or cooking odor is produced. Minimum Source Specific Ventilation Capacity Requirements Bathrooms—Toilet Rooms Kitchens Intermittentiv operatind 50 efm 100'efm 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 CreditValue applied 1a HIGH EFFICIENCY HVAC EQUIPMENT 1: Gasi propane or oil-fired furnace or boiler with minimum AFU of 92%OR Air-source heat pump with minlmum HSPF of 8.5 1.0 1'0 1b HIGH EFFICIENCY FIVAC EQUIPMENT 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 Rump system shall he 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 UA from Table S-1 by 55/,,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 R-4 and R-39floor,slab on grade R-20 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 UA from Table 5.1 by 151Y.,as determined using EQ,1' 3c SUPER-EFFICIENT BUILDING ENVELOPE 3: Prescriptive compliance is based on Table&I,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 ceiling and vault.OR Component performance compliance:Reduce the Target UA from Table 5.1 by30%as determined using EQ,1' 4a AIR LEAKAGE CONTROL AND EFFICIENT VFNT1LATiON: 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 An01710NAl AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION: Envelope leakage reduced to S1A of 0.00015 building envelope tightness shall be considered acceptable when tested air leakage is less than specific leakage area of 0.00D15 when tested with a blower door at a pressure difference of 50 PA.Testing shall occur after rough in and after installation of penetrations of the building envelope,including penetrations for utilities, 1.0 plumbing,electrical,ventilation,and combustion appliances AND All whole house ventilation requirements as determined by Section M1508 of the Washington State Residential Code shall be metwith a heat recovery ventilation system in accordance with Section M1508.7 of that Cede. 52 EFFICIENT WATER HEATING:' Water heatingsystem shall include one of the following: Gas,propane or oil water heaterwith a minimum EF of 0.62 OR 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 be rated at 1.75 GPM or less.All other lavatory faucets shall be rated at 1.0 GPM or less.' 5b UGH EFFICIENCY WATER HEATING: Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.82DR Solarwater heating supplementing a minimum standard water heater.Solar water heating will provide a rated minimum savings of 85 therms or 20DO kWh based on the Solar Rating and 1.5 Certification Corporation(SRCC)Annual Performance of OC-300 Certified Solar water Heating Systems OR Electric heat pump water heater with a minimum EF of 2.0. 6 SMAtIDWF.LLINGUNITI- Dwelling units less than 1500 square feet In floor area with less than 300 square feet of window+door area.Additions to existing building that are less than 750 square feet of heated floor area.(Must complete attached glazing schedule to use this 1.0 option. 7 LARGE DWELLING UNIT 1: Dwelling units exceeding 5000square feet•offloor area shall be assessed a deduction for purposes of complying with Section -1,0 901 of this WSEC. $ RENEWABiF ELECTRIC ENERGY: For each 1200 kWh of electrical generation provided annually by cn•site wind ar solar equipment a 0.5 credit shall be allowed, up to 3 credits.Generetion shall be Calculated as follOV/s: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 shall be included on the plans. 0.S 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, Ser WSECtaWe 9 J fa-fo riotes TOTALCREDITS FOR THIS PRCiJECT 0-nin4 Schedule(Electronic version available at: jtp L%"vw.=tgy.milt€d�t/�s2Csti��nt5[L XtjCtDve jonei.xtsx) Conditioned Floor Area m Sum of UA for Heating System Sizing Sum of All Glazing Areas FromBelowGlazing In Floor Ares Ratio 602.7.2 Exception Ratio(not to exceed 1-/)�� Exterior Dogs Plan Comporrerd Door. Percent Width Height Glazing Door Moe ID Description Re(. U-factor Glazed Of. Feet h�h Feat"" Area Area UA 'Oslo Eawllyl SWlaUinlp DWI-,24 9qunte Fret Stem elf Glazing Area.Door Area,and UA(do not(nolude exempt door) Ana Weighted U=NA/Ar" SUM of Area and UA for Heating systOm size only(Include exempt door) Vertleal Glazing(Wlnt3oWS,Glazed doors using Exception$02.691) Plant Component Glazing Width Height Glazing IU UFGCfI tion Rol. U-factor Ot. Foot Ixh Foot L d' Area UA rivet 77 o �c /. v U J / -7_ 1C- 5 Sam ofArwl and UA lws5,7 Area Weighted U-UA/Area cvert+eso Glazln9 Plan Component Glazing Width Hot©ht ID Dcscri tiwl Rot, U at. Foot h'd' Foot"^i' Aroa UA :sum of Ana and CIA (---T-1 DouDe Glazed Careen Wlnaowy 9eetlon 402.7.2lxedpetpn AMa We(phnd V-LIMA►oo Pion Ctxnpon"t Width Height ID tion Ot. Fe.e.t �'y' Feet h� Arne V^ Sum.arAroo Sure or.an.q X 3(Thb total is wutornaucol/y iaGud*d in the ylaz/nq area toter.) G/arrnp'UA for hleatinp Syatvm�lza Only Area X O.6;i Simple Heating System Size (Electronic version available at:httna/vrvrw.enerm_wsu.edu/Documpnrs/Prespiotive 7one1 xl�l Indoor Design Temperature 70 Outdoor Design Temperature 24 Design Temperature Difference (LT) AT=Indoor-O.r•.dror Design Tamp 46 Conditioned Floor Area 1 33-1 o Conditioned Volume q Glazing Copy Sum of UA from Glazing Schedule !Lf 5,1701 Attic U-Factor X Area - UA R-49 0A27 R-38 A(J:•anted 0.026 Single Rafter or Joist Vaulted Ceilings U«Factor X Area UA R-38 'Dented 0.02 r Above Grade Walls U-Factor X Area = UA R-2 t 0.056 L 7, Floors U-Factor X Area = UA R-30 I 0.020 Below Grade Walls U-Factor X Area - UA 2' Depth Walls 0.042 3.5' Depth Walls 0.041 7'Depth Walls 0.037 Slab Below Gracie F-Factor X Length - UA 2'Depth O.S9 3.5' Depth 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 Sum of UR 39 515 Envelope Heat Load l 7 ( Btu!Hour Sum ofUAXsi Air Leakage Heat Load TBtu! Hour (Nolu•ne X 0.6)X AT)X.018)) Building Design Heat Load Btu 1 Hour Air Leakzg:+Envelope Heat Loss Building and Duct Heat Load Lr.J �,� Btu!Hour If dLx4S are located in unconditioned space:Sum of sut ding H92:i-oss X 1.15 if duets are located in conditioned space:Sum of Buildina Heat Loss X t Maximum Heat Equipment Output 950°io Btu!Hour Building and Duct Hea,Lois X 1.50 - •vaiY'[rzv`trss-il-aaal smosaxrowsu lit LU �. aw SHIVI:)QSSV HS5 La >, z �r i Itj ,s -- xa t; Z41 Q [ I l - _ I i I�lll i it 'II � — : i1 n id c i—� ��i mill �i _ II-Al� i ��� is � I, s � � VL, E �IW I I I 11, !lV j111 >mo L E L, \ I ! JI I Ili l ll I i Ill I ,l777 I � � -1 I l I�LLW - z L]� u W I i�L i 47 � L�• I � : �W J3 • �I � Ill ni I I � I � Ft � Q � �_ z I � , r l rcI I��F7 X V l ( LL�_- I WW y 2 �z0 m � !. ttm JAZZ r "m W z w 4 4 ,gum i W4z �4,? N ., ry '.. �YZF I 0 to n" z 0 m unry� O s n IL d,.m 4 ju Q 0 z u. QY it F Ci_ F Fq U �Q d�-C 0Q 0. 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