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Home My WebLink About17313 84TH AVE NE_BLD200120283_2026 00cq o x O cn Q z �D u �� a u oO � w N O WU Q C7 � � � Z W z Q � � Az0-4 p Q ) u zz p o z o � o W zbc � zWp H oo U Z � o v Q°1 O U)n � z� r--q O ; X O y �o U N w uP,z � H H CITY OF ARLINGTON • 0 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 PHONE:(360)403-3551 BUILDING PERMIT Address:17313 84TH AVE NE,ARLINGTON Permit#:BLD20120283 Parcel#:01089200000800 Valuation:$312,000.00 OWNER APPLICANT i CONTRACPOR�r ' A 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:09/01/14 LPLUME3INGCONTRACTOR ti NII2ACTOR ADVANCED PLUMBING INNOVATIVE COMFORT SYSTEM 9630 145TH ST SE 17405 SNOHOMISH AVE SNOHOMISH,WA 98296 SNOHOMISH,WA 98296 Lie#:ADVANPL917LS Exp:06/10/13 Lie#:INNOVCS895PM Exp: 10/14/13 SOYMCRIPTI New Single Family Residence PERMIT TYPE: Residential-Residential-New CODE YEAR: 2012 STORIES: 2 CONST TYPE: VB DWELLINGUNITS: 0 OCCGROUP: R-3 BUILDINGS: 1 OCC LOAD: N/A - - PERM[T APPROVAL 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 CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC110/IRC110. AL TAX N077C Sale tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form a nd coded City f Ar gton 43101. Signa ure Print Name D to I Re a sed By Date ARCHIVE APPLICANT ASSESSOR a OTC BLD20120283 CONDITIONS -THIS PERMIT PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS, DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. • None PERMIT FEES Date Description _. Fee Amount 1'oid Balance D 12/04/12 Plumbing Permit Fee $217.00 $0.00 $217.00 12/04/12 Mechanical Permit Fee $100.00 $0.00 $100.00 12/04/12 Building Permit Fee(QTY. 1) $2,794.76 $0.00 $2,794.76 12/04/i2 Building Pian Check Fee(�i�:i) $i,o16.5S $0.00 e1 �' CO .y1 a 1 4 12/04/12 State Building Code Surcharge(QTY.1) $4.50 $0.00 $4.50 Total Due: $4,932.85 $0.00 $4,932.85 CALL FOR INS PICTIONS � BUIIAING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon. BLD20120283 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT#: BLD20120283 a OWNER: CORNERSTONE HOMES NW, LLC- LAM... STATUS:APPLIED ADDRESS: 17313 84TH AVE NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 11/27/2012 SCREENS: Select Screen... FUNCTIONS. Select Permit Function... Q RESIDENTIAL-RESIDENTIAL-NEW REVIEWS PRINT ADD NEW SUMMARY COMME... ID DESCRIPTION ASSIGNED... DUE DA... LAST (#) I REQ? DON... ASSIGN REMOVE 2000 C-Building I CYOUNG 12/7/20... ' 0 Y N 2008 C-Community Developme... ARUSKO 12/7/20... 0 Y IN oI t�x 91 https:Hcoapermits.arlington.local/PermitTrax/Module_Permits/Pennits_Permit/Permit Reviews.... 11/27/2012 .. �� 1i 1�' �• � .' t 11 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 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: 17313 84th ave NE Arlington,WA 98223 Parcel ID#: 01089200000800 Lot#: g Subdivision: Eagle Heights DIV 2 Project Description: New SFR Valuation. Owner: Cornerstone Homes NW t_LC Phone Number: 425-338-5888 Address: Po BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Contact Person:JP Lampinen Phone Number: 425-338-5888 Cell Phone: 425-923-0926 Fax: E-mail: jp@cornerstonehomes.us Address: PO Box 14424 City: Mill Creek State: WA Zip Code: 98082 Building Area(Sq Ft): 1st Floor: 1206 2nd Floor: 1509 3`d floor: 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: 98082 CORNEHN9470A Expiration 9/1/2012 Ira Contractor's License Number: P Plumbing Contractor,Advanced Plumbing Phone Number: 425-348-5100 Address: 9630 145th ST SE City: Snohomish State: WA Zip Code: 98296 Contractor's License Number: ADVANPL917LS Expiration: Mechanical Contractor: Innovative Comfort Systems Phone Number: 425-268-0863 Address: 17405 Snohomish Ave City: Snohomish State: WA Zip Code: 98296 INNOVCS895PM Expiration: 10/14/2013 Contractor's License Number: P - I hereet�/ certify that above information is correct and that the construction on, and the occupancy and the use of the above- d crib d property wi in accordance with the laws, rules and regulation of the State of ashington. y1p/9licants Signature I Date JP Land inen / Print Applicants Name RECEIVED FOR STAFF USE ONLY NOV :6 2012 O PFRMIT('-ENTER Permit# Accepted By Amount Received Receipt# a ce1bed r � � � � RESIDENTIAL PERMIT SUBMITTAL \l 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 X 1.0 = 0 Bathtub or Combination Bath/Shower 2 X 4.0 = 8 Clotheswasher 1 X 4.0 = 4 Dishwasher 1 X 1.5 = 1.5 Hose Bibb 2 X 2.5 = 5 Kitchen Sink 1 X 1.5 = 1.5 Laundry Sink X 1.5 = 0 Lavatory(Bathroom Sink) 4 X 1.0 = 4 Shower(Stand Alone)Each Head 1 X 2.0 = 2 Water Closet(Toilet) 3 X 2.5 = 7 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture 33 Units Traps(other than above items) Column Totals 16 Estimated Project Valuation Building Square Footage 2717 15t Floor 1208 2"d Floor 1509 3rd Floor Basement Deck Garage 627 Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: 50 feet. C. Difference in elevation between meter and highest fixture: 16 feet above meter or feet below meter. D Pressure in street main psi. (Measure with gauge or check with Water Department) i I here y certify that t e bove information is correct and that the construction on, and the occupancy and the use of the above- desc be property wil in accordance with the laws, rules and regulation of th Stat��f Washington. Il �I Ap cants Signature Date 8 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 CROSS CONNECTION SURVEY FORM Forward to Utilities Division for Review Type of Residence: [ Single-Family ❑ Duplex ❑ Other The Rules and Regulations of the State of Washington Department of Health require that certain premises install backflow prevention assemblies (WAC 246.290.490). Backflow prevention assemblies shall be installed at any premise where, in the judgment of the City of Arlington Cross Control Specialist, the nature of activities on the premises may pose a hazard to the public water system. Type of Permit: (ED New Residential ® Addition/Alteration Project Description: New S F R Project Address: 17313 84th ave NE Arlington,WA 98223 ParcellD#: 01089200000800 Owner: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address: PO BOX 14424 City. Mill Creek State: WA Zip Code: 98082 Contact Person:JP Lampinen Phone Number: 425-338-5888 Cell Phone: 425-923-0926 Fax: E-mail: jp@cornerstonehomes.us Address: PO BOX 14424 City: Mill Creek State: WA Zip Code. 98082 Appliances permanently connected to water service may require Cross-Connection-Control (check all that apply) ❑ Fire Sprinkler System ❑ Medical Equipment ❑ Lawn Sprinkler System ❑ Livestock Drinking Tanks ❑ Decorative Pond/Fountain ❑ Private Well ❑ Hot Tub _ ❑ Re-circulating Heating System ❑ Swim fng Po I El Other Authorized Signature: Date: 7/ -L--- For Office Use Only Date Received. Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other Inspection Required YES ❑ NO ❑ N 0 V 2.6 2012 9 COA PERMIT CENTER &Lp 3D 12-003 l� 1 �� 1 1 I t _ .� 1 1 1 � I 1 , RESIDENTIAL MECHANICAL t 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:17313 84th ave NE Arlington,WA 98223 Parcel ID#: 01089200000800 Lot#: 8 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: 95082 Contact Person:JP Lampinen Phone Number: 425-388-5888 Cell Phone: 425-923-0926 Fax: E-mail: ip@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 1OK 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: State:Snohomish WA Zip Code: 98296 Contractor's License Number: INNOVCS895PM Expiration: 1 011 4/201 3 4heby certify that t a ve information is correct and that the construction on, and the occupancy and the use of the above- dI property will be' accordance with the laws, rules and regulation of the State of Washington. L- f t ? (/, ?--- A plicants Signature D to JP Lampi en Print Applicants Name RECEIVED FOR STAFF USE ONLY NOV 2 6 2012 �LDz�a��-oag3 -&ate ,a-- -6r--, Pr-QUIT PE'� NTER Permit# Accepted By Amount Received Receipt# O aD-t�Fit`�IJed 2010 CJY 4� . ZON20120112 (PT-LIVE) -PermitTrax by Bitco Software Page 1 of 1 .,i DEVLPMNT REVIE'v. COMMITTEE PERMIT#: ZON20120112 OWNER: CORNERSTONE HOMES NW, LLC- LAM... STATUS:APPLIED �► ADDRESS: 17313 84TH AVE NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 11/27/2012 SCREENS: Select Screen- - FUNCTIONS: Select Permit Function... GENERAL- BLD REVIEWS PRINT ADD NEW SUMMARY COMME... ID DESCRIPTION ASSIGNED.. ;DUE DA... LAST (#) REQ? DON... ASSIGN REMOVE 1002 P-Engineering I LPETERSON 12/3/20... 0 Y N 1014 P-Public Works I MHAYES 12/3/20. 0 Y N 1020 P-Sewer FRAPELYEA 12/3/20... 0 Y N Q 1028 P-Water EANDERS... 12/3/20... 0 Y N 0 1032 P-Utilities I LTAYLOR 12/3/20.., 0 Y N (• 2000 C-Building I CYOUNG 12/3/20.., 0 Y N 2008 C-Community Developme... ARUSKO 12/3/20. . 0 Y N ro 2014 C-Planning I TDAVIS 12/3/20. , 0 Y N a D https://coapermits.arlington.local/PennitTrax/Module_Permits/Permits,_Permit/Permit Reviews.... 11/27/2012 i RESIDENTIAL SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 ZONING VERIFICATION APPLICATION 72 hour turnaround Date: 11/21/2012 Address: 17313 84A ave NE Arlington,WA 98223 Plat: Eagle Heights Div 11 Lot 8 Owner/Applic nt: Cornerstone mes NW LLC Signature: V rification of accuracy and a eement 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) 50 L) 38 H) 27 Total SF) 2717 3. Allowed Lot Coverage: Total Lot Size 7365 SF x 35% = 2577.75 SF 4. Actual Lot Coverage: (SF of all structures) 2250 _ 7365 (lot size) = 31 % (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 pp ppi�pp PROPERTY ZONED APPROVED _1 DENIED�CO&WMIT CENTER INT ?,0 N 010 19�_ 0 it 2- HOUSE 2132 PATIO 120 LOT COVERAGE 2250 LOT SQ FT= 7365 LOT COVERAGE= 31% 2250 SQ FT/7365 SQ FT i BUILDING HEIGHT= 28'6" 77. 5 ' ® ),VM3nlW3 ,ZZ HDaOd 12'-6' - - - - - - - 02 -1 15' t N i ' ro I T I I I i CWD I i .9-,06 I I o L I,LZ ° I Ln I m - - - - - - - - - 11 15' 011b'd -- 48.77 28.76 LOT 8 PLAN: 2717 RECEIVED 17313 84TH AVE NE NOV 26.2012 ARLINGTON, WA 98223 SCALE: 1 "=20' COA PERMIT CENTER Buy �ld..00183 SITE EAGLE CORNERSTONE HOMES NW, LLC C ORNERSTONI PLAN PO BOX 14424 MILL CREEK WA 98082 �� , r HEIGHTS TS OFFICE(425)338-5888 ■ ' ■ ■ �I rl' � - '� fir.- . 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 l acknowledge that l items designated as submittal requirements must accompany my Building Permit Application to be o sidered a com to submittal. Signature: — Date: Z l Z Own r/Owner' presentative Company: Cornerstone Homes NW LLC Phone: 425-338-5888 NOV 2.6 2012 6 COA PERMIT CENTER &b"I d-oc--,VT?) `- 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 _F Two (2) sets of construction drawings _�✓ _ Two (2) sets of engineered drawings and calculations (If required) Health Department approval of septic system Verification of Water and Sewer Availability from City of Marysville (if applicable) APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. 1 ' RESIDENTIAL PERMIT SUBMITTAL 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 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 have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note: A separate submittal of plans is required for each building or structure. DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑ SITE PLAN — REQUIRED WITH ALL SUBMITTALS 1, Two (2) complete sets of plans on 8.5"X 11" paper which reflect all of the information noted in the Site Improvement and Drainage Plan Requirements for Residential Construction. B. ❑ FOUNDATION PLAN (Minimum /4" Scale) 1. Show north direction 2. Indicate front street(and side street if corner lot). 3. show the location and dimension to all property lines. 4. Show the location for existing and/or proposed easements 5. Provide the scale for the drawing. 6. Show outline of foundation with section cuts and dimensions; include maximum wall heights and all connections. 7 Provide the location and size of all beams, posts, interior footings and thickened footings within slabs with their dimensions and connections. 8. Provide detail of step down foundation and footings with required reinforcing steel. 9. Show spacing of anchor bolts, location, and type of hold down fasteners to the foundation. 10. Retaining walls. 11. Show the location and size of all crawl space vents and the crawl space access with size and location. 12. Show footing depth below grade and show the clearance between grade and sill plate. 13. Show the floor joist size, spacing, direction, support, connections and blocking. 14. Show all floor insulation. 15. Label any space within the foundation (i.e. basement, garage, storage room, etc.) Note! Arlington is in seismic design category D2 which requires that foundations with stem walls have a minimum #4 rebar at top and minimum #4 rebar at bottom of footing. C. ❑ FLOOR PLAN (Minimum '/4" Scale) 1. Indicate the dimensions of all areas and the use of each room. Include fixed cabinet, counter or island facilities. 2. Show all roof, floor or deck joist size, spacing, direction, support, connections. Blocking, etc. 3. Show the location of exhaust fans, smoke detectors, hot water heater, heating units, plumbing fixtures and any other mechanical equipment. 4. Show the location of the attic and/or crawl space access. 5. Include all exterior decks on your floor plan, with necessary structural details and attachment to the house. 3 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Note! The 2009 International Residential Code requires smoke detectors at each level of the home and in all rooms that can be used for sleeping. All smoke alarms shall be listed and installed in accordance with the IRC and provisions of NFPA72. D. ❑ ARCHITECTURAL CROSS SECTIONS & DETAILS (Minimum '/4" Scale) �. 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 (P 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 i Property Address: �'I �2�_ y It N) k1 l Conditioned Floor Area "-j-j'7 s Date Builder or registered design professional: Signature: �1C' R-Vabm Ceiling: Vaulted R- Floors Over unconditioned space R- Attic R- Slab on grade floor R- Walls: Above grade R---Doors— R- Below,int. R- R_ Below,ext. R- R_ U-Factoff d SHCC NFRC rating(or) Windows U- SHGC- Default rating(chapter 10 wSHc 2009) Skylights U- SHGC- Cbapter 9 Option 4 Tote!ChpL 9 Ordkr Heating,Coe tqq&Domesdc Hot fYater System Type El idency Heating p qc5676 Cooling DHW 'RSV%Xta\ Z Duct&Build*Air Leakqqe All ducts&HVAC in conditioned space es no) Insulation R- Test Method: _Total leakage _Leakage to exterior XAir handler present Test Target CFM@.25Pa Test Rcsult��(�} (I MN!025Pa Building air leakage target:SLA<0.00030-Tested leakage:SLA- Q00 OnstteRenewabkF.nnUElcie P~Systwn System type: Rated annual generation Kwh NASH &ASSOCIATES ARCHITECTS PLAN 2717 BEAM, LATERAL & SEISMIC CALCULATIONS ' 1 F, �.,;,r.!'r,l7f''idtw5fi'•iJCia'J ! RECEIVED N 0 V 2.6 '2012 2009 IBC JANi�ARY 1., 2012 COA PERMIT CENTER �118 4 N.E. 80th St Kirkland. WA 98033 (425) 828-4117 Fax (425) 822-1918 WM,NASH-ARCHITECTS.COM _� _ � � _� _ • v 1r �� ,: ,; �� .: r I CLIENT: NASH a ASSOCIATES BEAM DESIGN DATA PROJECT: tt C!-1 IT I=.C..T s DATE: NAME: Root Loads: LL 25#/et DL 16 #/at Total 40#/sf Unless Noted Otherwise Floor Loads; LL 40#/sf DL 10 #/sf Total 50#/sf Deck Loads. LL 80#/sf DL 10 #/sf Total 70#/at Soil: 1500 PSF Min. Concrete: Per IBC 09 Masonry: Per IBC 09 Steel: Per IBC 09 Wood: Per IBC 09 Nailing: Per IBC 09 4" Beam: Douglas Fir #2 tv = 180 fb = 900 PSI E = 1,600.000 6" Beam: Douglas Fir #2 fv = 180 fb = 900 PSI E = 1.600,000 Joists & Hero Fir #2 Rafters: fv 75 tb = 850 PSI E y 1,300,000 Glu—Lam Beams: fv = 165 PSI fb = 2,400 PSI (reduced by size factor, CF°KI) E = 1,600,000 11844 N.E. Both St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1916 WWW.NASH—ARCHITECTS.COM I I� PLAN BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAID BEDROOM TWO RB-1 Date:5/29/12 Selection 4x 10 AF-L#2 Lu=0.0 Ft --� Conditions NDS 2005 Min Bearing Area R1=3.2 in2 R2=7.0 in (1.5)DL Defl= 0.02 In Data Beam Span 5.0 ft Reaction 1 LL 1198# Reaction 2 LL 2518# Beam Wt per ft 7.87# Reaction 1 TL 1971 # Reaction 2 TL 4379# Bm Wt Included 39# Maximum V 4379# Max Moment 2908'# Max V(Reduced) 2806# TL Max Defl L/240 TL Actual Defl L!>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section Ina Shear in' TL Detl in LL Defl Actual 49.91 32.38 0.05 0.02 Critical 32.31 23.39 0.25 0.17 Status OK OK OK OK Ratio 65% 72% 19% 14% Fb(psi) Fv(psi) E psi x mil Fc (psi) values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adjustments CIF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:413 Uniform TL: 660 =A Point LL Point TL Distance 1650 B =3010 4.5 Uniform Load A Pt loads: Z R1 = 1971 R2=4379 SPAN=5FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAIN MASTER BEDROOM RB-2 Date:5/29112 Selection 3-1/lax 9 GLB 24F-V4 DF/DF Lu=0.0 Ft —� Conditions NDS 2005 Min Bearing Area R1=6.9 in2 R2=3.8 In (1,5)DL Defl= 0.06 in Recom Camber 0.09 in Data Beam Span 6.0 ft Reaction 1 LL 2614# Reaction 2 LL 1514# Beam Wt per ft 6.83# Reaction 1 TL 4509# Reaction 2 TL 2502# Bm Wt Included 41 # Maximum V 4509# Max Moment 4696'# Max (Reduced) 4009# TL Max Defl L/240 TL Actual Defl L/632 LL Max Defl L/360 LL Actual Defl L/>1000 AttrIbute Section In' Shear in2 TL Defl In LL Deft Actual 42.19 28.13 0.11 0.06 Critical 23.48 25.05 0.30 0.20 Status OK OK OK OK Ratio 56% 89% 38% 28% Fb(psi) Fv psi E(psi x mil Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adiustments CV Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb W 0.00 Le=0.00 Ft ads Uniform LL:413 Uniform TL: 660 =A Point LL Point TL Distance 1650 B=3010 1.0 Uniform Load A Pt loads: u 0 Z\ I R1 =4509 R2=2502 I SPAN=6FT Uniform and partial uniform loads are Ibs per lineal ft. 1 I PLAN BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN BEDROOM FOUR RB-3 Date:5/29112 election 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=3.2 In' R2=3.2 inz (1.5)DL Defl= 0.03 in Data Beam Span 6.0 ft Reactlon 1 LL 1239# Reactlon 2 LL 1239# Beam Wt per ft 7.87# Reaction 1 TL 2004# Reaction 2 TL 2004# Bm Wt Included 47# Maximum V 2004# Max Moment 3005 W Max V(Reduced) 1489# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section W Shear inz TL Defl in LL Defl Actual 49.91 32.38 0.06 0.03 Critical 33.39 12.41 0.30 0.20 Status OK OK OK OK Ratio 67% 38% 21% 16% Fb(psi) Fv(psi) E(psi x mil FcJ.(psi) al es Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adlustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetltive 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:413 Uniform TL: 660 =A j Uniform Load A R1 =2004 R2=2004 SPAN=6FT Uniform and partial uniform loads are Ibs per lineal ft. f PLAN BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN KITCHEN I B-1 Date:5/29/12 Sglecflon 4x 10 DF-L#2 Lu=0.0 Ft —� Comfidans NDS 2005 Min Bearing Area R1=4.6 in2 R2=4.6 In (1.5)DL Defl= 0.02 in DMA Beam Span 5.0 ft Reaction 1 LL 1833# Reaction 2 LL 1833# Beam Wt per ft 7.87# Reaction 1 TL 2870# Reaction 2 TL 2B70# Bm Wt Included 39# Maximum V 2870# Max Moment 3587'# Max V(Reduced) 1985# TL Max Defl L/240 TL Actual Dell L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 AlfJbutes Section in' Shear In2 TL Defl in LL Defl Actual 49.91 32.38 0.05 0.03 Critical 39.86 16.54 0.25 0.17 Status OK OK OK OK Ratio 80% 51% 21% 17% Fb(psi) Fv(psi) E(psi x mil FcJ-(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 i AdjSLmenfs CF Size Factor 1.200 Cd Duration 1.00 1.00 1 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 I ' Loads Uniform LL:733 Uniform TL: 1140 =A W i Uniform Load A R1 =2870 R2=2870 SPAN=5FT Uniform and partial uniform loads are Ibs per lineal ft. I PLAN I I BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN, DINING ROOM B-2 Date:5/29/12 Selection 3-1/8x 9 GLB 24F-V4 DFIDF Lu=0.0 Ft Condition NDS 2005 Min Bearing Area R1=6.0 in2 R2=6.0 in (1.5)DL Defl= 0.06 in Recom Camber=0,09 in Data Beam Span 6.0 ft Reaction 1 LL 2499# Reaction 2 LL 2499# Beam Wt per ft 6.83# Reaction 1 TL 3921 # Reaction 2 TL 3921 # Bm Wt Included 41 # Maximum V 3921 # i Max Moment 6881 W Max V(Reduced) 2940# i TL Max Defl L/240 TL Actual Defl L/547 LL Max Defl L/360 LL Actual Defl L/>1000 Attribute s Section in' Shear In2 TL Defl in LL Defl Actual 42,19 28.13 0.13 0.07 Critical 29.40 18.38 0.30 0.20 Status OK OK OK Ok Ratio 70% 65% 44% 35% Fb(psi) Fv(psi) E(psi x mil Fc1(psi) aluos Reference Values 2400 240 1.8 650 Ad'usted Values 2400 240 1.8 650 A&stments 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:833 Uniform TL: 1300 =A i Uniform Load A 0 R1 =3921 R2=3921 SPAN=6 FT Uniform and partial uniform toads are Ibs per lineal ft. i i i PLAN BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN GREAT ROOM B-3 Date:5/29/12 Selection 3.1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=4.2 in' R2=5.6 in (1.5)DL Defl= 0.04 in Recom Camber--0.05 in Data Beam Span 6.0 ft Reaction 1 LL 18154 Reaction 2 LL 2331 # Beam Wt per ft 6.83 # Reaction 1 TL 2731 # Reaction 2 TL 3856# Bm Wt Included 34# Maximum V 3656# Max Moment 5555'# Max V(Reduced) 2795# TL Max Defl L/240 TL Actual Defl L/769 LL Max Defl L/360 LL Actual Defl L/>1000 A ributes Section W Shear in2L TL Defl(in) LL Defl Actual 42.19 28.13 0.08 0.04 Critical 27.713 17.47 0.25_ 0.17 Status OK OK OK OK Ratio 66% 62% 31% 26% Fb(psi) Fv psi E(psi x mil Fc (psi) Vahres Reference Values 2400 240 1.8 650 Ad'usted 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 Loa s Point LL Point TL _ Distance Par Unif LL Par Unif TL Start End 1514 B=2502 2.5 320 H=400 0 2.5 733 1= 1140 2.5 5.0 H Pt loads; /k R1 =2731 R2=3656 SPAN=5 FT Uniform and.partial uniform loads are lbs per lineal ft. PLAN BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN GREAT ROOM B-4 Date:5/29/12 Selection 3-118x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 - Min Bearing Area R1=5.4 in2 R2=5.2 in2 (1.5)DL Defl= 0.04,in Recom Cambe-0.06 In Data Beam Span 5.0 ft Reaction 1 LL 22184 Reaction 2 LL 2130# Beam Wt per ft 6.83# Reaction 1 TL 3533# Reaction 2 TL 3390# i Bm Wt Included 34# Maximum V 3533# Max Moment 5012 W Max V(Reduced) 3228# TL Max Defl L 1240 TL Actual Defl L/743 LL Max Defl L/360 LL Actual Defl L/>1000 1 Attributes Section in' Shear in2 TL Defl In LL Defl Actual 42.19 28.13 0.08 0.04 Critical 25.06 20.17 0.25 0.17 Status OK OK OK OK Ratio 59% 72% 32% 25% Fb psi Fv(psi) E(psi x mli Fcl(psi) • Values Reference Values 2400 240 1.8 650 1 Ad usted Values 2400 240 1.8 650 Ad/ustments Cv Volume 1.000 Cd Duration 1,00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1,00 1.00 _ 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Point LL Point TL Distance Par Unif LL Par Unif TL Start End .1300 B=2299 1.5 320 H=400 0 _ 1.5 733 1= 1140 1.5 5,0 1 1 i I Pt loads: l _ I R1 =3533 R2=3390 j SPAN=5 FT Uniform and partial uniform loads are Ibs per lineal ft. i i PLAN 2717 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 GARAGE GB-1 Date:5130/12 le Lion 5-118x 9 GLS 24F-V4 DF/DF Lu=0.0 Ft Condition NOS 2005 Min Bearing Area R1=4.9 ln2 R2=4.9 in (1.5)DL Defl= 0.22 in Recom Camber=0.33 in Data Beam Span 8.3 ft Beam Wt per ft 11.21 # Reaction 1 TL 3159# Reaction 2 TL 3159# Bm Wt Included 93# Maximum V 3159# Max Moment 6555'# Max V(Reduced) 2588# TL Max Defl L 1240 TL Actual Defl L/459 Attributes Section(in3) Shear(inz) TL Defl(In) Actual 1 69.19 46.13 0.22 1 Critical 32.77 16.18 0.42 Status OK OK OK Ratio 47% 35% 52% Fb(psi) Fv(psi) E psi x mil Fc Ipsi) Ualues Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adiustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform TL: 750. =A _ Uniform Load A R1 -�3159 R2=3159 SPAN=8.3FT Uniform and partial uniform loads are Ibs per lineal ft. i CUE". NASH ASSOQAM LATERAL DESIGN DATA PROJECT. . R C i!t r r C PER IBC 09 DATE: i NAME: WIND per Sec, 1609 EARTHQUAKE per Sec. 1613 Design per ASCE 7-05 Design per ASCE 7-05 CHAPTER 6 WIND LOADS CHAPTER 12 Equivalent Lateral Force Procedure Design Wind Pressure: ps - (A)(lw)(p,,) Base Shear. V =1.2 Sd S(W) where X = Exposure Factor where: Cs = Seismic Response Coefficient lw = Importance Factor W - Efficient Seismic Weight pm = Base Design Pressure (Ss)(SI) / R - (Cs) SITE/PROJECT SPECIFIC VALUES: SITE/PROJECT SPECIFIC VALUES: Basic bind Speed - 85 mph (V Sa - 1.5 per USGS S1 - 0.90 per USGS Site Class D2 (Default) A. 1.00 Exposure "B" (430') Seismic Design Category D Iw - 1.00 R - 6.5 from Section 12 Psso= FROM CHAPTER 6 1 - 1.00 Cs - 0.150 per Section 12 STANDARD DESIGN INFORMATION The information described below Is to be used unless otherwise noted on the plans. HOOD DESIGN per Sections 2301 do 2301.2.1 Allowable Strength Design when applicable; per 2308 Conventional Light-Frame Construction 2008 SDPW (SPECIAL DESIGN PROVISIONS FOR HIND AND SEISMIC) MINIMUM NAILING REQUIREMENTS per Table 2304.9.1 I ANCHOR BOLTS: 5/8" Dia. X 10", A307 or better, w/ 7" min. Embedment. V I104 N/bolt CONCRETE DESIGN per Chapter 19 do ACI 318-02 concrete f'c - 2500 psi rebor fy - 40,000 psi MISCELLANEOUS HARDWARE SIMPSON Strong-tie Connectors or equal 11644 N.E. 80th St. Kirkland, WA 98033 (425) 820-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.CO M LL � I � I I I I I I I I I i I f I I I I I I I I 1 I I I I I - I I I I I I I I ' I f I 1 t I E I I i 1 I I I I I I I I I I I I I I r ! LL I i I I I I I I I / I I I I I II I I' I I II I II i - \ I 1 I i I I 1 I I I I I I 1 I I I I i I I i 0 ` i NEW- .=N Qv 1 I M N i r t �v V 1 N �� w i � 'm7 U 0 Al m i CLIENT: NASH k ASSOCIATES LATERAL C ALC ULATIO NS PROJECT: A R c t t ITF c T s WIND WORKSHEET DATE: PER IBC 09 NAME. 95 M.P.H. P - 15.9 PSF FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION LOCATION TOTAL SHEAR FORCE (#) SHEAR UNIT SHEAR Wlf x H x (see chart for .rind pressure WALL SHEAR WALL • specified height) LENGTH (It) (#/ft) TYPE z �p CZrxr��- cfG ?L 33 �Zo 13y/O a /-7ti S ELK 3a-7 �- ,r dam LzlkfOW q Z? 0 3 �1N rl b u(o-A-� Spa �- C7 0� �.......— � �. _ 21 I z's ' 3 gG pl-q 'l 4r //Z1 11644 N.E. 90th 5t. Kirkland, WfA 98033 (425) 828-4117 Fax (425) 822-r1918 WWW.NASH--AWHITECTS.COM CLIENT: SASH`MOTTO SEISMIC ANALYSIS PROJECT; A,P, 1 ITEC,' J'S PER IBC 09 DATE: NAME: 1 Weight of Building: Roof Assembly. Asphalt Shingles - 2.00#/ft Cedar Shakes - 2.25#/ft Tile - 9.50#/ft Felt - 0.15 #/ft Felt - 0.15 #/ft Felt - 0.15 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft Trusses 0 24" o,c, - 1.75 #/ft Trusses 0 24" o,c. - 1.75 #/ft Trusses 0 24" o.c. - 1.75 #/ft R-38 Insulation - 2.35#/ft R-30 Insulation - 2.25#/ft R-30 Insulation - 2.25#/ft 1/2" GWB Ceiling - 2.00#/ft 1/2" GWB Ceiling - 2.00#/It 1/2" GWB Ceiling - 2.00#/ft Total 9.75#/ft Total 9.90#/It Total 17.90#/ft Use 10.00#/ft Use 10.00#/ft Use 18.00#/ft 1st do 2nd Floor Assembly: Carpet / Pad - 0.60#/ft Hardwood - 2.50#/ft 3/4 T&G Plywood - 2.50#/ft 3/4 T&G Plywood - 2.50#/ft 2x10 ® 16" o.c. - 2.30#/ft 2x10 0 16" o.c. - 2.30#/ft 1/2" GWB Ceiling - 2.00#/ft 1/2" GWB Ceiling - 2.00#/ft Total 7.30#/ft Total 9.30#/ft Use 10.00#/ft Use 10.00#/ft Interior Wall Assembly: Exterior Wall Assembly-, 1/2" GWB - 2.00#/ft 3/4" Wood Siding - 2.30#/ft- 2X4 ® le" o.c. - 1.10 #/ft 1/2" Plywood - 1.50 #/ft 1/2" GWB - 2.00#/ft 20 0 16" o.c. 1.37 #/ft Total 5.10 #/ft R-21 Insulation - 2.10 #/ft Use 8.00#/ft 1/2" GWB - 2.00.#/ft Total 9.27#/ft Use 10.00#/ft 4" Brick Veneer - + 3.20#/ft 11644 N.E. 80th St. Kirkland. NA-98033 (425) 828-4I17 Fax (425) 822-1918 WWII!NASH-ARCHITECTS.COM CLIENT: NASH«ASSOCIATES SEISMIC ANALYSIS PROJECT: AzicliircTs PER IBC 09 DATE NAME: 2 SEISMIC: V - (Ce) (Wdl) (Plywood) 2nd Level: Root: (Asphalt / Cedar Shake) 10#/ft X� ZU of = �f!O 20<5 or (Tile) 18#/ft X sf = I Exterior Walls: L x 10#/9f x 1/2 (h) r?2 3el0 kc l 2) Interior Wails: L x 8#/sf x 1/2 (h) TOTAL 1st Level: � Roof: (1st Floor Roof) 10#/ft X,_ 37 U st = 32UU 2nd Floor: 10#/ft X 91 = /SOP 0- Exterior Walls: (E2) 4- L x 10#/sf x 1/2 (h) fi 0b 0- ZJ (E1) Interior Walls: (10 + L x 8#/sf x 1/2 (h) TOTAL r r 0 i 7 Basement: 1st Floor.. 10#/ft X sf = Exterior Walls: (El) + L x 10#/sf x 1/2 (h) Interior Walls: (11) + L x 8#/sf x 1/2 (h) TOTAL I �• 11644 N.E. 80th St. Kirkland, WA .98033 (425) 828-4117 Fax (426) 822-1918' WWW NASH—ARCHITECTS.COM iL NASH+ASSOCIA'TES CLIENT: SEISMIC ANALYSIS PROJECT: PER IBC 09 DATE: NAME: 3 BASE SHEAR; V = (C. ) (Wdl) Plywood p' LEVEL 2: Wdl �8� �J # x 0.166 = K(�V LEVEL 1: Wdl . R _p x 0.166 = roe a TOTAL' Wdl ��/ N x 0.186 = ZZ, 73 (v) Level Head Load Hel ht Moment Shear ® Stor (Wdl) (h (Wdl)(h) Fx = [(Wdl)(h)TV Remarks (Wdl)(h) 2 s�g� � 1 Ile R 3'7( Total �V(� �( 3-71 11644 N.E. 80th SL Kirkland, WA.98033 (425) 828-4117 Fax (425) 822-1918 WWW.NAS H-ARCHITECTS.COM i j I HASH«ASSOCIATES CWENT: Aac:rii'rF-CA,5 SEISMIC ANALYSIS PRaEct PER IBC 09 DATE: NAME: 4 w� f A aw I z ' o� o i Ew II a z w NN N P ` m rn N V.. n a, J' ra .9 S1 gypp., f y N_ E-� M C'_ ZWR N cn d W w'U2 w - ---- 11644 N.E. 80th St. Kirkland, WA 98033 (425) 628-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COM 1� I 0 71 L11NASH;ASSOCIATES CLIENT.. SEISMIC ANALYSIS PROJECT. r,c r t IT r_CT s PER 19C 09 DATE, NAME: 9 Redundancy Factor (p), 1. Maximum allowable wall shear for p<=1 Vumax - (2)(Vaccstory)/Ab 1/2 C?)ClI23 ) Z 31 6 l v 3 �" L4 2. Maximum actual shear Vmax = Largest seismic wall shear 3. p = 2—(2(Vaccstory)/(Vumax)(Ab 1/2) , S 142� 2 � W(NO SOOO /S I I 11644 N.E. 80th St. Kirkland,-WA 98033 (426) 828=4117 Fax (425) 822�1918 WWN.WASH—ARCHITECTS.CO M Y�pppA �J PAR -+ � u! a w — z A N �� m NAa pTN N apt sp 0 z>Aoo CUI D zz G N 4�dM tt : _ AMA 5.-.- Y �0 U. C wN p tz 0 T PAM r zOs �•V �,p z z D of N D Atom 7 tl .a �"�z {l zr;, p Gn z or Z j r>1 torP nKA I = n > =T 7t I If n Gz ;a " I, T 0A r l m z rr'n D p� z r z k �s3 m z3 r sz c o ° mo rn m zTZ C(1 o A N7 0 o > ,. a I A n r A I I ppp j I I p S I R � pIII I I y x< i II -1 III \ I 7 ._I - 1 % I t , 0iIZii al i � L f ! - I I I I I I {I I I I ; I J a I ; 'T ri k too fit III 0 O lilt z a 7 -, u' CA m r —'✓ v E3 3 .ems :F C t - t ASSOCIATES ROAN r�a ��.� s am '4 c—1 1 1 `.;y,. L44b YL8 SZb.g4l�9( �I ' P •�,'.h QNY'1`.1 i1151 .Lrl'^I'}J:f S i qH 7�fN bb9i i � � � i^"�. I hl�I.J.®iC� �kC:7Gr"a° �k f fs°! 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