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HomeMy WebLinkAbout17214 84TH AVE NE_BLD20120143_2026 BUILDING INSPECTION REPORT G 'IV Y ��� Permit No. 3 Address: �,p p Contractor: Cof'/Ic°�Sfv/l� 4C Owner: 6or-rw5 f D►?e Date: a- g�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 0-435-0674 FOR RE-IINSP�ECTIQN by 5:00 pm the day before IV � 7 � Inspector: Date: s ® Under-floor *Zraming ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: BUILDING INSPECTION REPORT G1t Y ��1 Permit No. 1'�_- 01 t4 3 Address: _I-30-1-I4 gq A-V� c'to Contractor: i�o rney- S-(-yne, Owner: CL-;- rnty-s+bne- Date: -12- APPROVAL ® PARTIAL APPROVAL ® VIOLATION [] CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: Under-floor ,Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: l . CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 PHONE:(360)403-3551 BUILDING PERMIT Address:17214 84TH AVE NE,ARLINGFON Permit#:BLD20120143 Parcel#:01089200002400 Valuation:$295,000.00 'O APPUCANT CONTRA CORNERSTONE HOMES NW,LLC CORNERSTONE HOMES NW,LLC CORNERSTONE HOMES NW,LLC MICHAEL IMPOLA 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 mi@cornerstonehomes.us mi@cornerstonehomes.us Lie#:CORNEHN9470A Exp:9/1/2012 ,PLUTIViBENG CONTRACTOR MECHANICAL CON TRACTOR ADVANCED PLUMBING INNOVATIVE COMFORT SYSTEM WARREN&DUGGAN PLLC TIMOTHY CARTER 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 SINGLE FAMILY RESIDENCE-2600 SQ.FT., 1ST-1065 SQ.FT., 2ND-1535 SQ.FT.GAR 627 SQ.FT. 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 "INW-1 Ir PERMIT 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. THIS1APPLICATION ISNOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE R O UPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUP NCY HAS BEEN GRANTED.IBC110/IRC110. SALES TAX NOTICE: Sal tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlin6ton#3101. tam NrtJ (� Z Z. Signature Print Name to R eased By ate a ARCHIVE APPLICANT ASSESSOR OTHER BLD20120143 CONDMONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS, DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. • FYIs: • Building per c.y. • Eaves cannot exceed 23 inches along 5 feet seback line. • Water per e.a. • Replace the brass fitting on the tail peace if missing a I"comp.x 1 71P • Protect existing meter box and fittings. • PERN117'FEES Date Description_ Fee Amount Paid Balance Due 6/14/2012 Plumbing Permit Fee $241.00 $0.00 $241.00 6/14/2012 Mechanical Permit Fee $110.00 $0.00 $110.00 6/14/2012 Building Permit Fee(QTY. 1) $2,672.70 $0.00 $2,672.70 6/14/2012 Building Plan Check Fee(QTY.- 1) $1,737.26 $0.00 $1,737.26 6/14/2012 State Building Code Surcharge(QTY. 1) $4.50 $0.00 $4.50 Total Due: $4,765.46 $0.00 $4,765.46 CALL FOR INSPEMONS BUII.,DING✓ENGUgUM SPARKS/UrIL nES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please lease the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. • C-Footings • C-Foundation Wall • C-Foundation Drainage • C-Plumb Ground Work • C-Plumb Rough In • C-Gas Test/Pipe • C-Equipment-Mechanical • C-Shear Nailing-Exierior • C-Framing • C-hisulation/Caulk • C-SheetrockNail • C-Building Final • C-Roof Drains • C-Underfloor BLE J:43(PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT#: BLD20120143 OWNER: CORNERSTONE HOMES NW, LLC- I... STATUS: APPLIED . ADDRESS: 17214 84TH AVE NE,ARLINGTON BALANCE: $0.00 ,+ ISSUED: CREATED: 6/13/2012 i SCREENS: Select Screen... FUNCTIONS: Select Permit Function... SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVIE... DESCRIPTION ASSIGNE... DUE DATE LAST (#) fAEQ?,DO_.. _ASSIGN REMOVE 2000 C-Building 1 6/20/2012 0 M Y N ' Assign Remove 2008 C-Community Development 1 6/20/2012 0 Y N Assign Remove aw https:Hcoapermits.arlington.local/PermitTrax/Module Permits/Permits Permit/Permit Rev... 6/13/2012 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 PERM T: Residential Addition ED Residential Alteration Also Including: ED Plumbing (D Mechanical Project Address: 17214 84th AVE NE Parcel ID#: 01089200002400 Lot#: 24 Subdivision: Eagle Heights Project Description: New Single Family Residence 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: jp@cornerstonehomes.us Address PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Building Area(Sq Ft): 1st Floor: 1065 2nd Floor: 1535 3rd floor: Deck: Garage/Carport: 627 Basement: Project Valuation, Contractor: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Po Box 14424 Mill Creek WA 98082 Address: City: State' Zip Code: Contractor's License Number: CORNEHN9470 Expiration: 9/1/2012 Plumbing Contractor,Advanced Plumbing Phone Number: 425-348-5100 Address: 9630 145th Street Southeast City: Snohomish State: WA Zip Code: 98296 Contractor's License Number: ADVANPL917LS Expiration: 6/10/2013 Mechanical Contractor: Innovative Comfort Services Phone Number: 425-268-0863 Address: 17405 Snohomish Ave City: Snohomish State: WA Zip Code: 98296 Contractor' License Number: INNOVCS895PM Expiration: 10/14/2013 I here y ertify that th above information is correct and that the construction n, an the occupancy and the use of the above- descr e property wil a in accordance with the laws, rules and regulation of the late o ashington. r ants Signature Date JUN 13 2012 JP Larnpin n Print Applicants Name s�P PF CENTER FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received RESIDENTIAL PERMIT SUBMITTAL 1 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 Total Fixture Plumbing Fixtures Accessory Main Unit#X Total Number Fixtures Dwelling Unit Residence Multiplier Units Bar Sink 0 X 1.0 = 0 Bathtub or Combination Bath/Shower 2 X 4.0 = 8 Clotheswasher 1 X 4.0 = 4 Dishwasher 1 X 1.5 = 1.5 Hose Bibb 2 X 2.5 = 5 Kitchen Sink 1 X 1.5 = 1.5 Laundry Sink 1 X 1.5 = 1 Lavatory(Bathroom Sink) 4 X 1.0 = 4 Shower(Stand Alone)Each Head 2 X 2.0 = 4 Water Closet(Toilet) 3 X 2.5 = 7.5 Whirlpool Bath or Combination X 4.0 = Q Bath/Shower Water Heater 1 Other Total Fixture Units 36.5 Traps(other than above items) Column Totals 18 Estimated Project Valuation Building Square Footage 2600 1st Floor 1065 2nd Floor 1535 3ro 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: 135 feet. C. Difference in elevation between meter and highest fixture: 16 feet above meter or feet below meter. D. r ssure in stree n ain: psi. (Measure with gauge or check with Water Department) I hereb c rtify that the a ove information is correct and that the construction on, an the occupancy and the use of the above- descri ed roperty will b in accordance with the laws, rules and regulation of the tate o Washington. 7ts Signature Date 8 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 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 appli ations will not be accepted. 1 acknowledge th t all items de igi ated as submittal requirements must accompany my Building Permit Application to e onsidered a co 7plete submittal. Signature: Date: �J g O ner/Own r' Representative Company: Cornerstone Homes NW LLC Phone: 425-338-5888 6 '- -- RESIDENTIAL MECHANICAL PERMIT APPLICATION _ Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) SETS OF SPECIFICATION SHEETS AND TWO(2) SETS OF WASHINGTON STATE ENERGY CODE(if applicable). Project Valuation: Project Address:17214 84th AVE NE Parcel ID#: 0108920002400 Lot#: 24 Subdivision: Eagle Heights Project Description: New SFR Owner: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address: PO BOX 14424 City: Mill Creek State: WA Zip Code: 98082 Contact Person:JP Lampinen Phone Number: 425-388-5888 Cell Phone: 425-923-0926 Fax: E-mail: jp@cornerstonehomes.us Address: PO BOX 14424 City: Mill Creek State: WA Zip Code. 98082 Please List quantity of fixtures below: FURNACE UP TO 100K BTU + CLOTHES DRYER __ 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 FIREPLACE INSERT BOILER UP TO 16-30 HP AIR HANDLING OVER 10K CFM VENTILATION SYSTEM HEAT PUMP 5 VENTILATION FANS OTHER VENT HOOD DOMESTIC INCINERATOR ALL OTHER UNITS FREESTANDING STOVE Contractor: Innovative Comfort Systems Phone Number: 425-268-0863 Address: 17405 Snohomish Ave City. Snohomish State: WA Zip Code: 98296 Contractor's License Number: INNOVCS895PM Expiration', 10/14/2013 I reb certify tteove information is correct and that the construction on, and the occupancy and the use of the above- d scrib d propeaccordance with the laws, rules and regulation of the tate of ashington. licants Signature Date JP L ampt en p Print Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received 2010 CJY 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 CROSS CONNECTION SURVEY FORM Forward to Utilities Division for Review Type of Residence: p 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: (B New Residential CD Addition/Alteration Project Description: New Single Family Residence Project Address: 17214 84th AVE NE Parcel►D#: 01089200002400 Owner: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address: PO Box 14424 city: Mill Creek state: W4 Zip Code: 98082 Contact Person:JP Lampinen 425-338-5888 Phone Number: Cell Phone: 425-923-0926 Fax: E-mail: jp@cornerstonehomes.us Address: PO BOX 14424 City: Mill Creek State: Zip Code: WA 98082 Appliances permanently connected to water service may require Cross-Connection-Control (check all that apply) ❑ Fire Sprinkler System ❑ Medical Equipment ❑ Lawn Sprinkler System ❑ Livestock Drinking Tanks ❑ Decorative Pond/Fountain ❑ Private Well ❑ Hot Tub ❑ Re-circulating Heating System i ❑ Swimming o I ❑ Other �J / Authorized Signature: ' Date: ( �j v For Office Use Only Date Received: Survey Received By: Assembly Required: DCVA ❑ RPBA ❑ AVB Other Inspection Required: YES ❑ NO ❑ Contractors or-Tradespeople Printer Friendly Page Page 1 of 2 General/Specialty Contractor A business registered as a construction contractor with Lftl to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name CORNERSTONE HOMES NW LLC UBI No. 602584939 Phone 4253389777 Status Active Address Po Box 14424 License No. CORNEHN9470A Suite/Apt. License Type Construction Contractor City Mill Creek Effective Date 9/1/2006 State WA Expiration Date 9/1/2012 Zip 98082 Suspend Date County Snohomish Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses Specialty Specialty Effective Expiration License Name Type 1 2 Date Date Status KEYSTLL9430H KEYSTONE LAND Construction General Unused 9/8/2006 9/8/2012 Active LLC Contractor IMPOLH1023CA IMPOLA HOMES Construction General Unused 2/1/1998 7/30/2000 Archived INC Contractor BIGSKE"055CA BIG SKY Construction General Unused 2/1/1995 2/1/1998 Archived ENTERPRISES Contractor CORNEH-009N9 CORNERSTONE Construction General Unused 8/29/2000 9/3/2006 Re- HOMES Contractor Licensed Business Owner Information Name Role Effective Date Expiration Date IMPOLA,MICHAEL D Partner/Member 09/01/2006 Bond Information Bond Bond Company Name Bond Account N umberj Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date I DEVELOPERS SURETY 447589C 08/29/2C i Until Cancelled $12,000.0009/01/2006 Ex INDEM CO Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date impaired Date Amount lRecelved Date 5 New Hampshire 01LX0044146444 03/01/2012 03/01/2013 $1,000,000.0002/29/2012 Insurance Co NEW 4 HAMPSHIRE 01LX0044146442 03/01/2011 03/01/2012 $1,000,000.0002/01/2011 INSURANCE COMPAN NEW 3 HAMPSHIRE INS D1LX0044146440 03/01/2008 03/01/2011 $1,000,000.0002/02/2010 CO WESTERN 2 PACIFIC WPGL460002300703/01/2007 03/01/2008 $1,000,000.0001/23/2007 MUTUAL INS CO WESTERN 1 PACIFIC WPGL460002300603/01/2006 03/01/2007 $1,000,000.0009/01/2006 MUTUAL INS CO https:Hfortress.wa.gov/lni/bbip/Print.aspx 6/13/2012 r� :� Contractors or-Tradespeople Printer Friendly Page Page 2 of 2 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lnilbbip/Print.aspx 6/13/2012 Contractors or Tradespeople Printer Friendly Page Page 1 of 1 General/Specialty Contractor A business registered as a construction contractor with LEH to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ADVANCED PLUMBING LLC UBI No. 602210055 Phone 4253485100 Status Active Address 9630 145Th St Se License No. ADVANPL917LS Suite/Apt. License Type Construction Contractor City Snohomish Effective Date 6/10/2009 State WA Expiration Date 6/10/2013 Zip 98296 Suspend Date County Snohomish Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty Specialty 2 Effective Expiration Status 1 Date Date ADVANCED Construction Boiler/Steam ADVANPH033MC(PLUMBING Et Contractor Plumbing Fit/Prot Piping 7/3/1997 9/25/1998 Archived HEATING ADVANPL981MQADVANCED Construction plumbing Other(Specify) 7/18/2002 '7/18/2006 Expired PLUMBING LLC Contractor ADVANCED Construction ADVANPH022PS PLUMBING It Contractor Plumbing Unused 10/10/1998 11/16/2010 Expired HTG INC Business Owner Information Name Role Effective Date _ Expiration Date WARREN I3 DUGGAN PLLC Agent 06/10/2009 GILL,THOMAS H Partner/Member 06/10/2009 Bond Information Bond Bond Company Name Bond Account N u mberl Effective Date Expiration Date Cancel Date Impaired Date Bond Amount(Received Date 1 RLI INS CO lism0095363 106/05/2009 Until Cancelled $12 000.0006/10/2009 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Datel Expiration Date Cancel Date Impaired Date Amount lReceived Date Farmers Ins 2 Exchange 604744115 06/09/2011 06/09/2013 $1,000,000.00 05/31/2012 1 FARMERS INS 604744115 06/09/2009 06/09/2011 EXCHANGE I $1,000,OOO.00I05/18/2010 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information Infraction/Citation Date RCW Code Type Status Violation Amount PFRES00342 4/19/2010 18.106.020 PLUMBER INFRACTION Satisfied $1,000.00 PRAR100384 1/11/2011 18.106.020 PLUMBER INFRACTION Satisfied 51-000.00 https://fortress.wa.gov/lni/bbip/Print.aspx 6/13/2012 Contractors or Tradespeople Printer Friendly Page Page 1 of 1 General/Specialty Contractor A business registered as a construction contractor with I-Ed to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name INNOVATIVE COMFORT SYSTEMS INC UBI No. 603139865 Phone 4257720626 Status Active Address 17405 Snohomish Ave License No. INNOVCS895PM Suite/Apt. License Type Construction Contractor City Snohomish Effective Date 10/14/2011 State WA Expiration Date 10/14/2013 Zip 98296 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses Specialty Specialty Effective Expiration License Name Type 1 2 Date Date Status INNOVCS901 PH INNOVATIVE Construction General Unused 10/8/2010 10/8/2012 Re- COMFORT SYSTEMS Contractor Licensed Business Owner Information Name Role Effective Date Expiration Date CARTER, KRYSTLE jAgent 10/14/2011 CARTER,TIMOTHY JASON President 10/14/2011 CARTER, KRYSTLE Secretary 10/14/2011 CARTER, KRYSTLE Treasurer 10/14/2011 CARTER, KRYSTLE Vice President 10/14/2011 Bond Information Bond Bond Company Name Bond Account N u mberj Effective Date Expiration Date Cancel Date_Impaired Date(Bond Amount Received Date 1 Developers Surety Et 276403C 09/01/2011 Until Cancelled $12,000.0010/14/2011 Indem Co Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company NamelPolicy Numberl Effective DatelExpiration Date Cancel Date{Ilmpaired Date Amount Received Date American 1 States 01C141596820 I10/08/2011 10/08/2012 $1,000,000.0010/14/2011 Insurance Co -F - Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 6/13/2012 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX (360)403 3418 Community Development Single Family Residence Building Permit Supplemental Checklist 1. Plat name, if applicable. 2. Vicinity map. 3. Zoning of property. 4. Front, rear, and side yard setbacks. 5. Garage setbacks. NOTE: All residential driveways taking access from a public road (not including alleys) shall be a minimum of 22 feet in length. 6. Building height. 7. A break down of lot coverage by building. 8. All critical areas, if applicable, with designated setbacks and buffers. 9. Two (2) shade trees per lot are required for Residential Low/Moderate Density, Residential Moderate Density, and Old Town zoning. (20.76.124) a.) If street trees are present, or are required to be installed as part of the building permit, said street trees may count toward one of the trees required. b.) At least one of the required trees shall be planted near the rear property line of the lot. c.) Non street trees shall be native species, have a minimum 2 inch diameter breast height, and attain a minimum height of 25 feet at maturity. 10 RESIDENTIAL PERMIT 1� SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Please use this checklist to ensure that all necessary information is provided for review of your project. �_ One (1) completed Single Family Residential Building Permits Application Two (2) accurate fully dimensioned plot plans �✓ Two (2) sets of construction drawings Two (2) sets of engineered drawings and calculations (If required) Health Department approval of septic system Verification of Water and Sewer Availability from City of Marysville (if applicable) APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. 1 RESIDENTIAL 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.ast)x 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. ZON20120059 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20120059 \ OWNER: CORNERSTONE HOMES NW, LLC- I... STATUS: APPLIED �l ADDRESS: 17214 84TH AVE NE,ARLINGTON BALANCE: $0.00 r ISSUED: CREATED: 6/13/2012 SCREENS:1;Select Screen... j-, FUNCTIONS: Select Permit Function... PREAPP-BLD REVIEWS PRINT ADD NEW SUMMARY REVIE... DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 1002 P-Engineering I MHAYES 6/18/2012 0 Y N Assign Remove 1004 P-Engineering II LPETER... 6/18/2012 0 Y N Assign Remove 1014 P-Public Works I LTAYLOR 6/18/2012 0 Y N Assign Remove 1020 P-Sewer FRAPEL... 6/18/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA... 6/18/20121 0 Y N Assign Remove 1028 P-Water EANDE... 6/18/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 6/18/2012 0 Y N Assign Remove 2008 C-Community Development I BFECHT 6/18/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 6/18/2012 0 Y N Assign Remove 2014 C-Planning I THALL 6/18/2012 0 Y N Assign Remove https:Hcoapermits.arlington.local/PermitTrax/Module Permits/Permits_Permit/Permit_Rev... 6/13/2012 - RESIDENTIAL 1 SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 ZONING VERIFICATION APPLICATION 72 hour turnaround Date: 6/13/2012 Address: 17214 8401VE NE Arlington,W 8223 Plat: Eagle Heights Lot 24 Owner/Applic t: Cornerstone Hon s NW LLC /' Signature: f (D &,- V I cation of accuracy and agre ment t follow the City of Arlington Municipal Code Phone: (h) 425-338- 88 (C) 425-923-0926 1. Please check one: Ell a. Single-family dwelling b. Duplex c. Addition d. Accessory structure 2. Proposed Dimensions: W) 44 L) 42 H) 26 Total SF) 2600 3. Allowed Lot Coverage: Total Lot Size 8855 SF x 35% = 3099.25 SF 4. Actual Lot Coverage: (SF of all structures) 2102 _ 8855 (lot size) = 23.7 % (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 OFFICIAL USE ONLY PROPERTY ZONED APPROVED F-I DENIED_F71 DATE INT 710N9.0 wz. 0o S9 JUN 13 2011? 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 r 1 SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX (360)403 3418 have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note: A separate submittal of plans is required for each building or structure. DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑ SITE PLAN — REQUIRED WITH ALL SUBMITTALS 1. Two (2) complete sets of plans on 8.5"X 11" paper which reflect all of the information noted in the Site Improvement and Drainage Plan Requirements for Residential Construction. B. ❑ FOUNDATION PLAN (Minimum '/4" Scale) 1. Show north direction 2. Indicate front street (and side street if corner lot). 3. show the location and dimension to all property lines. 4. Show the location for existing and/or proposed easements 5. Provide the scale for the drawing. 6. Show outline of foundation with section cuts and dimensions; include maximum wall heights and all connections. 7. Provide the location and size of all beams, posts, interior footings and thickened footings within slabs with their dimensions and connections. 8. Provide detail of step down foundation and footings with required reinforcing steel. 9. Show spacing of anchor bolts, location, and type of hold down fasteners to the foundation. 1o. Retaining walls. 11. Show the location and size of all crawl space vents and the crawl space access with size and location. 12 Show footing depth below grade and show the clearance between grade and sill plate. 13 Show the floor joist size, spacing, direction, support, connections and blocking. 14 Show all floor insulation. 15 Label any space within the foundation (i.e. basement, garage, storage room, etc.) Note! Arlington is in seismic design category D2 which requires that foundations with stem walls have a minimum #4 rebar at top and minimum #4 rebar at bottom of footing. C. ❑ FLOOR PLAN (Minimum '/4" Scale) 1. Indicate the dimensions of all areas and the use of each room. Include fixed cabinet, counter or island facilities. 2. Show all roof, floor or deck joist size, spacing, direction, support, connections. Blocking, etc. 3. Show the location of exhaust fans, smoke detectors, hot water heater, heating units, plumbing fixtures and any other mechanical equipment. 4. Show the location of the attic and/or crawl space access. 5. Include all exterior decks on your floor plan, with necessary structural details and attachment to the house. 3 RESIDENTIAL PERMIT l 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 ,t 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 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 PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX (360)403 3418 The applicant shall submit two (2) copies of a site Improvement and Drainage Plan on 8.5" X 11" paper showing ALL of the following. (See attached example) General 1. Name, address and phone number of owner and/or contact person. 2. North arrow, 1" = 20' scale, date, lot number and plat, address and street name fronting proposed structure. 3. Location and finished floor elevation of all proposed structures and any existing structures on the site in relation to lot lines and corners. 4. All trees 6" diameter or greater are to specifically plotted in relationship to property corners; include size, species and intention to save or remove. Provide the drip line of trees to be saved. 5. Any sidewalk fronting the property and whether or not the street is improved or unimproved. Indicate whether the driveway apron will be modified, relocated or repaired. 6. Proposed elevation contours (2' interval) on the subject property along with existing contours or spot elevations. Indicate any slopes greater than two (2) feet horizontal to one (1) foot vertical. 7. Provide location of all silt fences. 8. Indicate any proposed rockery and/or retaining wall construction including associated drainage. 9. Note any existing walls or rockeries along with finished floor elevations or grades on adjacent lots. Water/Sewer 1. The location and dimensions of any existing utility easements (sewer, water, etc.) either public or private. 2. The proposed location of the sanitary sewer line including cleanouts and the proposed location of the water line along with the proposed connection points to the City's systems. Stormwater 1. Location and size of all wetlands, streams or drainage channels located within 25 feet of the site, which may involve or affect drainage of then site to be developed. Indicate swales, dips and pipes and provide a cross-section of the areas. If culvert pipes are proposed, indicate size, type and inlet/outlet information. 2. Indicate proposed location of foundation and roof drains along with appropriate cleanouts. 3. Indicate direction and location of surface water runoff entering the site from adjacent properties. After review of this plan, a list of site-specific requirements will be issued. A temporary erosion/sedimentation plan may be required in addition to this plan. 12 NASH&ASSOCIATES ARCHITECTS PLAN 2000 BEAM, LATERAL & SEISMIC CALCULATIONS 2512 "Q OMIA!,-;NAGI-i RECEIVED JUN 13 2012 COERPAIT CENTER tb 2-61201 c1,3 2009 IBC JANUARY 1, 2012 11644 N.C. 80th St Kirkland. WA 98033 (495) 828-4117 rax (426) 822-1918 WWW.NASH-ARCHITECTS.CON PLAN 2600 t ' SeamChek v2011 licensed to;Michael Johnson Reg#7992-66428 PLAN 2600 BEDROOM TWO RB-1 Date:5/29/12 Selection 3-1/8x 8 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=4.7 In R2=5.7 in (1.5)DL Defl= 0.04 in Recom Camber=0.07 In Data Beam Span 5.0 ft Reactlon 1 LL 1795# Reaction 2 LL 2145# Beam Wt per ft 6.83# Reaction 1 TL 3044# Reaction 2 TL 3682# Bm Wt Included 34# Maximum V 3682# Max Moment 5952'# Max V(Reduced) 3152# TL Max Defl L 1240 TL Actual Defl L/718 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear in2 TL Defl in LL Defl Actual 42.19 28.13 0.08 0.04 Critical 29.76 19.70 0.25 0.17 Status OK OK OK OK Ratlo 71% 70% 33% 24% Fb(psi) Fv(psi) E(psi x mil Fc psi values Reference Values 2400 240 1.8 650 I Ad usted Values 2400 240 1.8 650 Adiustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:438 Uniform TL: 700 =A Point LL Point TL Distance I 1750 B=3192 3.0 I i Uniform Load A Pt loads: R1 =3044 R2=3682 SPAN=5 FT 1 Uniform and partial uniform loads are Ibs per llneal ft. i! 1 Ii 1 PLAN 2600 4 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 ' PLAN 2600 MASTER'BEDROOM RB-2 Date:5/29/12 selection 3-1/8x 9 GLIB 24F-V4 DF1DF 'Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=5.6 in' R2=5.9 in2 (1.5)DL Deft= 0.08 in Recom Camber=0.12 in iData Beam Span 6.0 ft Reaction 1 LL 2116# Reaction 2 LL 2262# Beam Wt per ft 6.83# Reaction 1 TL 3584# Reaction 2 TL 3850# Bm Wt Included 41 # Maximum V 3850# Max Moment 7901 '# Max V(Reduced) 3319# TL Max Defl L/240 TL Actual Defl L/452 LL Max Defl L/360 LL Actual Defl L/941 Attrihu es Section in' Shear in' TL Defl in LL Defl _ Actual 42.19 28.13 0.16 0.08 Critical 39.50 20.75 0.30 0.20 Status OK OK OK OK Ratio 94% 74% 53% 38% Fb(psi) Fv(psi) 6(psi x mil) Fcl si Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb 0.00 Le=0.00 Ft Loads Uniform LL:438 Uniform TL: 700 =A Point LL Point TL Distance --I 1750 B=3192 3.25 Uniform Load A Pt loads; BB 0 Q R1 =3584 R2=3850 � SPAN=6 FT Uniform and partial uniform loads are ibs per lineal ft. r PLAN 2600 BeamChek v2011 licensed to;Michael Johnson Reg#7992-66428 PLAN 2600 DINING ROOM B-1 Date:6/29112 Selection 3-1/8x 10-1/2 GLB 24F-V4 D.F/DF Lu =0.0 Ft Condition NDS 2005 Min Bearing Area R1=6.1 In2 R2=8.1 inz (1.5)DL Deft= 0.02 in Recom Camber=0.02 in Data Beam Span 4.0 ft Reaction 1 LL 25180 Reaction 2 LL 3262# j Beam Wt per ft 7.97# Reaction 1 TL 3964# Reaction 2 TL 5250# f Sm Wt Included 32# Maximum V 5250# Max Moment 5012'# Max V(Reduced) 4525# TL Max Deb L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear in' TL Defl in LL Defl Actual 57.42 32.81 0.03 0.02 Critical 26.06 28.28 0.20 0.13 Status OK OK OK OK Ratio 44% 86% 17% 13% Fb(psi) Fv(psi) E.(psi x mil Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 &Justmeots 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 Lo d Point LL Point TL Distance Par Unlf LL Par Unif TL Start End l 2145 B=3682 3.0 1018 H=1560 0 3.0 580 1 =820 3.0 4.0 H Pt loads: R1 =3964 R2=5250 SPAN=4FT Uniform and partial uniform loads are Ibs per lineal ft. I E i! PLAN 2600 I BeamChek v2011 licensed to.Michael Johnson Reg#7992-66428 t PLAN 2600 DINING ROOM B-2 Date:5/29/12 Selecti n 3-118x 10-112 GLI3 24F.V4 DFIDF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=9.2 in2 R2=7.5 in2 (1.5)DL Defl= 0.07 in Recom Camber=0.10 in Data Beam Span 6.0 ft Reaction 1 LI, 3798# Reaction 2 LL 3141 # Beam Wt per ft 7.97# Reaction 1 TL 5990# Reaction 2 TL 4880# Bm Wt Included 48# Maximum V 5990# Max Moment 10914'# Max V(Reduced) 4618# TL Max Defl L/240 TL Actual Defl L/507 LL Max Defl L/360 LL Actual Defl L/954 Attributes Section ink Shear in2 TL Defl in LL Defl Actual 57.42 32.81 0.14 0.08 Critical 54.57 28.86 0.30 0.20 Status OK OK OK OK Ratio 95% 88% 47% 38% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adiusbments Cv Volume 1.000 Cd Duration 1.00 1.00 } Cr Repetitive I W i Ch Shear Stress NIA Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Point LL Point TL Distance Par Unif LL Par Unif TL Start End 2145 B=3682 3.0 1018 H=1560 0 3.0 580 1 =820 3.0 6.0 I H Pt loads: e R1 =5990 R2=4880 SPAN=6 FT Uniform and partial uniform loads are Ibs per lineal ft. i 1 l j PLAN 2600 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 t PLAN 2600 GREAT ROOM B-3 Date:5/29112 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0:0 Ft ConOggns NDS 2005 Min Bearing Area R1=6.6 in R2=6.6 in (1.5)DL Defl= 0.06 in Recom Camber--0.09 in Data Beam Span 5.0 ft Reaction 1 LL 2295# Reaction 2 LL 2295# Beam Wt per ft 6.83# Reaction 1 TL 4267# Reaction 2 TL 4267# Bm Wt Included 34# Maximum V 4267# Max Moment 6334 # Max V(Reduced) 3227# ? TL Max Defl L/240 TL Actual Defl L 1613 i LL Max Defl L/360 LL Actual Defl L/>1000 r j Attributes Section in' Shear in' TL Defl in LL Deft II Actual 42,19 28.13 0.10 0.04 I Critical 31.67 20.17 0.25 0.17 Status OK OK OK OK Ratio 75% 72% 39% 23% Fb(psi) Fv(psi) E(psi x mil Fc I(psi) Values 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 N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1,0000 Rb=0.00 Le=0.00 Ft l Loads Uniform LL:918 Uniform TL: 1380 =A Point TL Distance B=1600 2.5 { Uniform Load A Pt loads: B ' R1 =4267 R2=4267 SPAN=5FT Uniform and partial uniform loads are Ibs per lineal ft. { I PLAN 2600 BeamChek v2G1i licensed fo:Michael Johnson keg#7992-66428 PLAN 2600 GREAT ROOM B-4 Date:5/29/12 ( Selection 3.1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Condidon NDS 2005 i Min Bearing Area R1=5.3 Inz R2=5.3 in2 (1.5)DL Defl= 0.03 in Recom Camber=0.04 in Beam Span 5.0 ft Reaction 1 LL 2295# Reaction 2 LL 2295# Beam Wt per ft 6.83# Reaction 1 TL 3467# Reaction 2 TL 3467# Bm Wt Included 34# Maximum V 3467# Max Moment 4334 W Max V(Reduced) 24279 TL Max Defl L/240 TL Actual Defl L/901 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear In' TL Defl(in) LL Defl Actual 42.19 28.13 0.07 0.04 Critical 21.67 15.17 0.25 0.17 j Status OK OK OK OK li Ratio 51% 54% 27% 23% Fb(psi) Fv si E psi x mil Fcl(psi) Values Reference Values 2400 240 1.8 650 Ad'usted Values 2400 240 1.8 650 6&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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:918 Uniform TL: 1380 =A Uniform Load A R1 =3467 R2-3467 SPAN=5 FT Uniform and partial uniform loads are Ibs per lineal ft. I 1 CLIENT: ME it TES LATERAL DESIGN DATA PROJECT: ARCHITLCTS PER IBC 09 DATE: NAME: WIND per Sec. 1609 EARTHQUAKE per Sec. 1613 Design per ASCE 7-05 Design per ASCE 7-05 CHAPTER B MiNp LOADS CHAPTER 12 Equivalent Lateral Force Procedure i Design hind Pressure: ps - (a)(Iw)(p.) Base Shear. V m1.2 SdS(M) where X Exposure Factor where: Ca Seismic Response Coefficient Iw a Importance Factor W Effielent Seismic Weight p Base Design Pressure (Ss)(SI) / R - (Cs) SITE/PROJECT SPECIFIC VALUES: SITE/PROJECT SPECIFIC VALUES: Basic 'rind Speed a 85 mph (V )33 Ss = 1.5 per USGS 81 - 0.90 per USGS Site Class D2 (Default) A 1.00 Exposure W (420') Seismic Design Category D lw LOD R s 6.5 from Section 12 p A FROM CHAPTER 8 1 1.00 Cs 0.150 per Section 12 I STANDARD DESIGN INFORMATION The information described below is to be used unless otherwise noted on the plans. MOOD DESIGN per Sections 2301 do 2301.2.1 Allowable Strength Design when applicable; per 2308. Conventiohal Light-Frame Construction 2008 SDPM (SPECIAL DESIGN PROVISIONS FOR MIND AND SEISMIC) MINIMUM NAILING REQUIREMENT$ per Table 2304.9.1 i ANCHOR BOLTS: 5/8" Die. X 10 A307 or better, w/ 7" min. Embedment. V - 1104 #/bolt CONCRETE DESIGN per Chapter 19 k ACI 318-02 concrete re - 2500 psi rebar fy - 40,000 psi MISCZU ANEOUS HARDWARE SIMPSON Strong-tie Connectors or equal 11644 N.E. 80th St. Kirkland; MA 98033 (425) 828-4117 Fax (425) 822-1916 WWW.NASH-ARCHITECTS.COM r �1 �n i t t t � t t � i • II II t t t i t t i i t t t tHillt t t t t t 1 tt II I t t � I t tt i � I E � � f .I ��JJ � � i i � I � � � � II I � � � � I � � � II � � � � � � � � _ � � � i � � � � II � � ,� � I � � � � � II � � � � � I I �. ti� � � ' . . ii i M � V .k k MN k Mko N n 0 v i i i �.. c�•1 __� I t �!"� rcti •-- M � i „�. I r i CLIENT: =1NAMSH ASSgCI M LATERAL CALCULATIONS PROJECT n a c ti t r r C. r s MIND IIORKSHENT DATE: PER 18C 00 NAME. 85 ILP.H. P - 15.9 PSP FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION I LOCATION TOTAL SHEAR FORCE (0) SHEAR UNIT SHEAR M x H x (see chart for Mind pressure MALL SHEAR MAW. • specified height) LENGTH (ft) (//it) TYPE !v� ZZYs/D)rl SrG I � 3q g zv�v CZ2xl 3K4� 2a ` I Zo z.2o 3 31 ' `7 1 guP <isx :. � lf�� J qC? P/- Ll l 3q�w 17 � Olt 5s, 2 M. 51 Z?o Pl-Hrr s ,yl 3241 3 �I 11644 N.E. 80th St. Kirkland. MA 98033 (425) 828-4117 Fax (425) 822-1918 MMM.NASH—ARCHITECTS.COI( CUE".. NASH ASSOCIATES SEISMIC ANALYSIS PROJECT: A It C 1-11 T E C T S PER i8C 09 DATE NAME: 1 Weight of Building: Roof Assemblr. Asphalt Shingles - 2.00#/ft Ceder 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 11�2" Plywood - 1.50 /It Trusses 0 24" o.c. - 1.75 #/ft Trusses 0 24" c.c. - 1.75 #/ft Trusses 0 24" o.c. - 1.75 Pt R-30 Insulation - 2.35 k/ft R-30 Insulation - 2.25#/ft R-30 Insulation - 2.25#/ft 1/2" GWB Ceiling - 2.00#/ft 1/2" GWB Ceiling - 2_00#/ft 1/2" GWB Ceiling - 2.00#/ft Total 9.75.#/It Total 9.90#/ft Total 17.90#/ft Use 10.00#/ft Use 10.00#/ft Use 18.00#/ft. 1st de 2nd Floor Assembly: Careet / Pad - 0.50 Oft Hardwood - 2.50#/ft 3/4 T&G Plywood - 2.50#/ft- 3/4" T&G Plywood - 2.50#/ft 2x10 0 16" o.c. - 2.30#/ft 240 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 Am2embly: Exterior wall Assembly: 1/2" GWB -- 2.00#/ft 3/4" wood Siding - 2.30#/ft- 2X4 0 16" o.c. - 1.10 #/ft 1/2" Plywood - 1.50 #/ft 1/2" GWB - 2.00#/ft W 0 18" 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; WA,08033 (425) 828-4117 Fax (425) 822-•1918 WWW.NASH-ARCHPIT=.COM S' CUM..� - NASH ASSOCIAMS SEISMIC ANALYSIS PROJECT:- C i I E C T s PER IBC 09 DATE: NAME- 2 SEISMIC V e (C,) (Mdl) (plywood) 2nd Level: Roof: (Asphalt / Cedar Shake) 10#/ft X .Sf �6 or (Tile) 18#/ft X sf = Exterior Malls: L x 10#/sf x 1/2 (h) ��f O (E2) /to at,I- e ,L j Interior Malls: L x 8#/sf x 1/2 (h) )ram u 0(1� TOTAL to Zoo 1st Level: Roof: (1st Floor Roof) 10#/ft X, 1 t!O sf = 4 and Floor. 10#/ft X /5 ZH Exterior Malls: (E2.) + L x 10#/sf x 1/2 (h) 1"2l U(E1) �s�at i��krvk�r�T' Interior Malls: (10 + L x B#/sf x 1/2 (h) �•G� V (11) TOTAL 3RSI 773+� Basement: lsl Floor. 100/ft X sf Exterior 'Malls: (El) + L x 10k/sf x 1/2 (h) I Interior Malls: (11) + L x 8M/sf x 1/2 (h) i TOTAL: I i 11644-N.E. 80th St. Kirkland, MA .98033 (425) 828"4117 Fax (425) 822-1918 W".NASH-ARCHITECTS.C011 CUE M.. NASH`A&SOCIAM SEISMIC ANALYSIS PROJECT, 1 1 11 PER IBC 09 DATE: NAME: 3 BASE SHEAR: V (C. ) (Wd1) Plywood LEVEL 2: Wdl Z ' Z N x uee LEVEL 1: Wd1 >fr S y x mee TOTAL Wdl 67( # x o.iee (V) Moment H Dead Loadel ht Mom Shear ® StorTV Remarks Level Dead = ((Wdl)(h} (Wdl) (h (Wdl)(h) (Wdl)(h) (0,3 / 1 ~�� goZ� b i Total ��� q� ►V I f 11644 N.E. 80th SL Kirkland, WA 98033 (425) 628-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COIL Nf NASH a ASSOCIATES CLIENT: Ai(CHI'1'L:CI'S SEISMIC ANALYSTS PROJECI' PER IBC 06 DATE; NAUE:. 4 d� I 't7 o�w Aar xxL) x I Q H �x �W x a x � y 3a a M N N N n 0. I c l., 1 MW a 11644 N.E. 80th St. Kirkland, MA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COM ILI CUENT: NASHRASSOC M, SEISMIC ANALYSIS PROJEVP r,c N c T F.c T S PER IBC 09 DATE- NAME' Redundancy Factor (p): 1. Maximum allowable wall shear for p<=1 Vumax = (2)(Vaccstory)/A6 1/2 SKb 2. Maximum actual shear Vmax = Largest seismic wall shear 3. p = 2--[2(Vaccstory)/(Vumax)(Ab 1/2) Z -- ZGrI • � 3 � 0 WV"'J 11644 N.E. 80th SL Kirkland, MA 98033 (425) 828--4117 Fax (425) 822�'1918 "W.NASH—ARCHITECTS.COIL u O `V u N x o Q u z u x wu a z r� p W Z o Q O p w Z > Q A z W ® ellWW 0W ° � A 4�mj u u Z V o0-4 w O b � H a awo N ® H U) � Z u� � > z w H Q -, H oo u cq cn � o � Z -' ON O -� , N z Q r, a o � � v o �' N u zu ° h '`"'•, .� �y Property Address: Conditioned Floor Area Z40o Date 07 I Builder or registered design professional: 5' -- , / Signature: C` -1 i ✓ I i R-Vahms Ceiling: Vaulted R- Floors Over unconditioned space R- Attic R- Slab on grade floor R- Walls: Above grade R- Doors -R- Below,int. R- R- Below,ext. R- R- U-Factors and SHGC NFRC rating(or) Windows U- SHGC- Default rating(Chapter t 0 WSEC 2009) Skylights U- SHGC- aWler 9 Optton(s) Total ChpL 9 C►rdb Heaft Coolfng A Domestic Hot Water System Type Eliidency 1 V Heatin Conlin l (� DHW \, ✓t Cz„ ` 1 �:, D Duct&BxilalingAirLeakage All ducts&HVAC in conditioned space ((yes)no Insulation R- Test Method: _Total leakage _Leakage to exterior ! Air handler present Test Target CFM@25Pa Test Result CFM@25Pa Building air leakage target:SLAc0.00030-Tested leakage:SLA ;ALL)Z On*eRenewableEn&UEZw&jc POWSystem System type: Rated annual generation Kwh II HOUSE 19�3C �} J WALK/PATIO 172 LOT COVERAGE 2102 LOT SO FT= 8,855 LOT COVERAGE= 23.7% 2102 SO FT / 8,855 SO FT BUILDING HEIGHT= 27'9" R►VATS ES rr 1 IEASEMEN 4 11 11 137 r52' Y5' , - 2 4. 22' i c, y I C I X I _ I I y> r I �D �5'a Z. (L; 0) A O ®; 0 ' I N lrY R N AGE O ' 0 ro 25' DMENT I ja N 10 N C3�, EASE I 2 i y°� ® ' �rrlx IO m 35' I v U'-5!' 1o`slca I-EASEMEN \ 1 � V � I \ N Ni , -LA ..TYPICAL 10•_ __ I -- - - - - _ - - - - UT-' "- - - - ILITY EASEMENT _ a N SNOHOMISH CO. PUD 1 113.84' RECEIVED LOT 24 JUN 13 2012 PLAN: 2600 COA PERMIT CENTER - ,3L( )Z0\2_0 ►q3 17214 84TH AVE NE 2-0YQ �?-OIZC>OS7 ARLINGTON, WA 98223 SCALE: 1 "=20' SITE EAGLE HEIGHTS CORNERSTONE HOMES NW, LLC PLAN PO BOX 14424 MILL CREEK WA 98082 ORNERSTON: OFFICE (425) 338-5888 ' ■ L 8885-8ss (SZti) 301330 ■9NrI> Z8086 VM>1332i0 IIIW VZVV L XOS Od `� 0-1-1 'MN S3WOH 3N0lSU3N:100 EZZ96 VAA 9NO1JNMAV 3N 3AV H1t8 t�ZLI. �s n3zNa�r���'03 1 009Z :N`d-ld MI E r Nnr tZ 10-1 a AI3338 a - - - - - - _ _ _ , , - - - - - - -� fld '00 HSIWOHONS _ 1 "bl 1"N31N3 'V _ 1N3W35V3 Airmn _ 1 1 I I I 1 cowwoI OIL \Sv o00 V Z N W b'w ,mQ QiP24 , , „6,LZ =1H013H ONIO11f18 13 OS 999'8 / 13 OS ZO LZ `GL'CZ =30VN3AO:D 101 998'8 =13 OS 101 ZO LZ 30V :13AOO 101 ZL L 01-Lvd/>i-ivm 026L 3snOH • Vw ktan d mana one on Ghle draw ng eha I have precedence over ncu ad d rnenelone. Gonkncior(hall verlPy a I dlmone onf, ndlt one,eEc.,prca n ng ko Ghe work before pracaetling. The Owner meek bee notlf lad oP any v rl done from the ' dlmenf lonn and/ar cunQlklonn w u Gheea tlrawingn. Nry ch variation hull be reeolvoU by the Owner prior to ., prorowdlny IbIIIG kfo kNek,arttha e ctl4actar(hall accbpG ff seponf { c nn co re y fame HEIGHT OF STRUCTURE 2XE BARGE BOARD inli IJ<,� TR Ka ALL CABI F.I-v.JS TRIM R _.PF?ER FLOOR P,L, C..FM PL.AINK SIDING ER .. _.. — WHERE SHOW*: 17- — i CIO 11 FIN PLR,UPPER _ _... . .._— AIN FLOOR P.L. I H W P i 1 0 fl I-- ❑ �—T^ CUL D U V TURE STNL CNYER w C IL JI L Jf I` I — INSTAL PE IF V N� t J I u SPECIFIGATION',L R FIN,FLR,MAIN NO'TE-5. I. ALL WOOD EXPOSED TO WEATHER SHALL BE PRESSURE TREATED, -' --"""'----" CEDAR OR PAINTED _ 2.CAUL_K AND SEAL.ALL WINDOW/DOOR --__---.__------— - -- - ---— _ADDRESS IVO iE AND EXTERIOR ENVELOPE SEE GENERAL NOTES SCALE: �d E7� ADORES NUNF E'S L PENETRATIONS. 5�'VARY POpTAGE� 3.GLAZING PER STATE ENERGY GORE. MAIN MINIMLM 4 f 'GH 117H A MINIMUM SI RC V�I I f OF I i." to I ^?.SEPERATE PERMITS ARE REQUIRED UPPER. IS3S AND TO OJ ClDA J 5l q.i ti[ „1 ' FOR FENCES,PLUMBING,MECHANICAL, .___.__-... NAr',lr.;S;,RG JND >ER P 31G W Tc�TAL 2600 I AND ELEGTRIGAL. �" GARAGE G l� PROTECT"ION FROM DECAY IS REGUIRED FOR ALL _ 0 k WOOD SIDING AND WALL FRAMING LESS THAN 1' 2"ABOVE CONCRETE STEPS,PORCH SLAB D S, PATIO SLABS,AN SIMILAR HORIZONTAL SURFACES '' - _ EXPOSED TO THE WEATHER r�............... _._._._._.—� .__.—.....—..__ ........._...___._—_— -___.._..._.._..__.._ Z 6.REFER TO ALL EL.EVATION5 FOR I 7 TYPICAL NOTES. T,5.G. = SAFETY C'+LASS ,~�•' ASPHALT i COMP.SHINC LIESp:.;p+. 1 ._._ \ ON 1. FELT —J IIu METAL FASCIA GU-i'.CR 7 W K 3 t,-72 lc) / mW r0a0v-0le 0o-n0s0. ---. FIN drown L:,Lji MWJ .-----._.- . 161, I rs.6J ts.6J -I--- chaokfsd by: FIN.F'LR....MAIN.._.. 2004 WSEG 4 VIAQ RI=5IDEN7IAL GOMPLIANGE CHART - I tioeaaR 2R a�RA a„oe Maw A- R )4fLEVTI 0N p aaa e� R.B R 10 R-30 R-'10 V SEE GENERAL NOTES SCALE. 1/4 a 1- @ 6„E ._��E 1 F','-ALL DViELLINGS BETWEEN 1500 SOF-I'AND 5000 50FT,I CREDIT 'b REQUIRED FROM TABLE.r-i-I. /�T 'UF''ION la WILL BE USED FOR THIS DWELLING(HIE",H EFFIGENGY HVAG EC.vIJIPMENT) �Y OF ARL�NGTON GAS F-IRE'D FURNACE WITH A MINIMUM AFUE OF q2% Jt/PJ I(',�i *HE"ATING DUC:7'5 ARE NOT ALLOWED TO DISPLACE RrOUIRED INSULATION WITHIN F BUILDING DEPARTMENT THE EXTERIOR WALLS,FLOORS,AND C G EILINSUr 'Ytii;SS�L.f'V�>E'.('� APPROVED *DUCTS SHALL BF I SPECIFIED TESTED IN ACCORDANCE NIITH R5-33,USING THE MAXIMUM DUCT - 7/ 'L3 LEAKAGE RATE.0 PEGIFIED IN SECTION 503.10.3 �� ---" i3l.t�ZO�Z-DI v * HOUSE - _ - DATE IY IZ.DY * AL...JN EXTERIORLE LIG SE IHT NG FIXTURESSYTL:M 15 FREOR L_F=A<ASE TEST IS GHDEFFI'GENGY FIXTURES N CHANGES AUTHORIZED A WHOLE VENTILATION MU IS IE HI RED UNLESS APPROVED BY T A MINIMUM 50%Of-ALL INTERIOR LIGHTING FIXTURES MAST BE HIGH EFFIGENGY FIXTURES � BQ1,LDING INSPECTC *ENERGY'CODE GOMPLIANGE CERT.POSTED WITHIN 5' FEET OF ELEC. PANEL 'PROGRAMMABLE THERM05`FAT REQUIRED Wrlcknn dlmm n kh e Grnw nj-:hc+I I e p e vnr sxvracn '� ' calnd dlmnneluns.oGantaccor a orlFy pll dlmenelonn® ___ ' s ndil one,ncr..pertain nq to th®wa k b f prouooU ng Tho Ownnr mist be notiPle,d bP ny v "I P +n hha ' Glmonslona and/ur cand tlona shown th �clruwlr<3a. eh�,•<',n a, aY all bn r.ao wwa b'�,ehe u.,nnr p r'r p nmd ng wth hhn wo-k,or Ihn Gantract u sYc +c cope Pull Weapons b ty 1'ar Chn oak ko rock Py same, ' ''il HEIGHT OF STRUCTURE rtr ,x °v 4 _ ._ ... .. a _.. —._..._..__Wlif•F.FLArrI JlJII. 1. IL a— ! I FIN.FLR.UPPER W U MAIN ILOOK P L. {� AW ❑ ❑ ❑ ❑ ❑❑ ❑❑; a ❑ ❑ ❑ ❑ ❑❑ P ��In��11 Yy N D INF' r °d .. _... — ___.—_ __ ❑❑I ❑ `—J L� ❑❑ �.... _. ._ FiN PLR.MAIN NOTES, '•y p+ ' I, ALL WOOD EXP05ED TO WEATHER SHALL BE PRESSURE TREATED, CEDAR OR PAINTED 2.GAUL.K AND SEAL ALL WINDOW/DOOR -- -- -- -- --.---- --" '-- ADDRCS5 NOTE_ AND EXTERIOR ENVELOPE SQUARE FOOTAGE3 PENETRATIONS. SEE GENERAL NOTES 9CALE, 1/4" 0 1'-O" F DDCvC��> NIJMi t-" EHAi..I nf: MAIN�1.CLAZINO' PER STATE IO�Ci=,� MINIMUM I cati wl III �.. +n FOR FENCES,PLUMBING ME OVIR 1:1 - 70TA'� OO 3A k rENPNi'LF2 IRC 12319.ICI U1 4.FNPFRCTIONEFROM DECRQLIRFQDUIRED FOR ALL TCJTAL `>--- z AND ELECTRICAL. O 5. G�AR,hC�I_ �j„� , ._.. B, O OD SIDG D W FRAMING LESS ANALL FRAMIN LESS THAN _ ....___ WCJ 0 nf 2"ABOVE G ONGRE'I'f_'STEPS,PORCH SLABS, S D U —"'- "" ----- ----� PATIO SLAB AN SIMILAR HORIZONTAL 5RPACES EXPOSED TO THE WEATHER 6,REFER TO ALL ELEVATIONS FOR TYPICAL NOTES. Z O -1.5.G. = SAFETY GLA55 % �4 O ASPHALTON 15#FELT GOF''IR',SHINC Lf'> / \ ...✓" � d0 METAL FAI-.i,lA CUTTER IL -- - � UPPER FLOUR P_L,. � V r©v eio g�-20-12 '- ""- I 00-00-00 MIN,PLR.UPPER ---' MAIN FLOOR P.L, 11 drgwn b MW_I yy L-1 I I ' ,.... ._ _. .:. ___..__ ...... -....—.. ... L.....-_-._ .__ -_-._ .. FIN.FLR.MAIN 200-1 ^SEC 6 VIAO RESI1?BNTIAL PRESCRIPTIVE COMPLIANCE CHART .L.,,z Ne otnz.�� wncTaa e°I�.I�,e v,WLrao a*T:oN oR ,-ear c..� ovew,en " E aE ow — », r.,,oe - RE,4R El..EV�4T1®N OPTION 1.WILL BE U''ED FOR Tf W-,DWELLING(HIGH EFPIGENGY HVAcr, a-eo o - SEE GENERAL NOTES SCALE, 114.. . I'-O" •FOR ALL DWELLINGS BETWEEN 1500 SOFT AND 5000 SQFT, I CREDIT IS REQUIRED FROM TABLE 1-1. ,� EQUIPMENT) 13A5 FIRED FURNACE WITH A MINIMUM AFUE OF q2% 'EATING DUC;Tfi ARE NOT ALLOWED TO DISPLACE REQUIRED INSULATION WITHIN 'i HE EXTERIOR WALLS,FLOORS,AND CEILINGS ` OUGT5 SHALL.BE LEAK,TESTED IN AGGOROANGE WITH RS-55,USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED IN SECTION 503.IO.5 *A WHOLE HOUSE'AIR LEAKAGE TEST 15 REQUIRED ' *A WHOLE HOUSE VENTILATION SYSTEM IS RE"«UIRED *ALL EXTERIOR LIGHTING FXTURES MUST['fF HIGH EFFIGENG:Y FIXTURES *A MINIMUM 5096 OF ALL. INTERIOR LIGHTING FIXTURE5 r,105T BE HICH EFPIGENGY FIXTURES *ENERGY GODL c OMPL_IANGF_CERT.POSTED V41THIN 3'p'EET OF ELEC. PANEL * P'R.00 R,hMMABL F:THE:RM05I"A7 F EQUIRE-u ,m.'a..a�cm..uaxiam..any.ev,a,oteamwwa,aww.ve.�.+.,u..wm..,ru�. x®.ww,.rv�,na�ea,Re-.+•a.ev�,ammr wW�.u:mveo�:vca+u�wm+we.ae�,,,__wAv,: .3x vunw.xra,x..e.>r�.r�,«+�wm�n.aawwwnuv n ....aw,Nmsv�.+,n, i,;suu>e»N«wnmav,,,++.v*a,w.,,.r.,.ww� d d vcr ng o ,any n., y the o rec y me. -- ---_- uPPER F_aoR F_� II 1 I � FIN-FLR UPPER _—MAIN FLOOR P L -- \ =T — -- w ci; w — — -- FIN.FLR,MAIN Lrzf=T M-EV 4TI O'N H SEE CSENERAL NOTES SGALE: 114" - 1'-0" _UPPER PLOc7R+� Q l 05-20-12 L t G I -- - -- _1 F F.L.LLOOR MAIN MYVJ - I - - -- -- - _-_—______ FLR.MAIN ,..- f 1, RIB+-iT Lam`✓,�.TION SEE 5ENERAL NOTES j n she drew ng a o n pro vnr -- - sc I ntactor eha I v® fy u d m®ne one , dlk p t Ining to the work bofore pracoodlrrg. ' h G ��'k Okifled OP any v ratione Pram d w nggL dl n0/ar•<OndltlOna®howryny on thine® e. My ppV h �n Ehh Lhs�rk,Orv�kv G t Cracta br rp'r yr Lo pt P�II spP—brl F.y For khe coat to foctlPy game. Oc ,,,-n UPPER FLOOR P.L. _._ _.... ..... _— PIN.PLR.UPPER w U MAIN FLOOR P.L. A . _ _ _ c ' FIN.PLR.MAIN � Irt LEST MLEVA71 ON - - SEE S=NERAL NOTES SCALE: I/4" �h V Z 9d \� � Z0 . w � of z0a T U O __ r ..... ... 05-20-12 _..._ -.... .. _ .. _ pormitr 00-00-00 PIN.FLR.UPPER ' MAIN FLOOR P.L. drawn by MW,J / 0 -77 FLR.,MAIN RICGHT M ..r_ 1_:_JN_ -� ---- SEE GENERAL NOTES SCALE. 1/4" - P-O" as o'ovr_RAI 1 I - oNA 1- ' �MP ARr�oN -- ' a i ' 1312EGi RNER n GRAWLSPft�B I {' � i� � I I i7 Rw i I � i k- 7- 1 -�-I F-t i J axlo(-+-1 Ft:I m _ AE+w.cv. 11. I I i f - - _ 14 �s -rums rvvin.PurEs i L J — -- - — ---- a q^ _ iq n 1 � N- $ - v\ OUT , WALL ORNERS, - R C: \.JARS I: IS IMPORTANT ZS._p• Ia O by. M ONTRAGTOR HAS THE "-"- -=IA`. l O PROPERLY LA'c --O"OVERALL .,-. t.i:2) I/2'PO-TS INTO T THE f ."�I 1 A PROPER FIX FOR - A''I<, 5TH014.iOLDOWN. ALA ONGRETE `' y+ Al, - PRO S , A S S a x+s OI LALGULATION i 13 Vr_v-'S REQUIRED 'SFIEAR E Ht I -R HC ,R wArJL , r .. -.es >.w-.�.�-.exy.-=rEts�+_.�,�� �+.��s ,•� �.� x-.. „=*�.�w.��.re.,+..�.,..,n- .- ,-. +.e �.k..-, .se><rrsn..Rr..� .ez - . �P same. 14 O' I -- 44'-O" OVERALL a - I s rune GO �DIONAL -- i o- h ,4O PATIO �� 50 XO 5050 O XO _ �L ILING'I 555555pppppp PXD. conc GL� =�LOOT? SLOB. SLR. C5.6J COPTIONAL It Lc' Oi PATIO) - X 10-/ /2" ` B-3 I/b" B-4 G.L.B. X W C L.B. X 9" .L.B. (, ZERO G EARANG (@ 4 IT AB FIREPLACE- pp I I _D 7 11 IIII DRININ6UJ q Iql I Q -_ " N wo GR�AT VK __ cA IIII 2. _ - m _ •- 0 IIII I RPEr c v T i m�r^01IL z I - I In N T 9 I �-j-o za6b @ KITCHEN - _ y oe 0 (V A oo GFM NOTES: ------- l _ PA L 0 >x exTER OR _ WARM wALLs TO ALL R 5ND 4 l' NTE BE GAL. ALL HEAD S - I � ��e�B No ED� FUR"OUT raeADtRs ro MAFIH x 6 x AA— I WAL 5 NDE L E RING V i IARPE-SO ID SLO U c FOYER L - i 't FOR GARAGE s-ALL AVE >I=, 3 ✓ n 2668 - : -_ -- J L AYOA t H .oNG 1 f k AY g I I .FIT PIPE -}. — UP2!6MTP✓1I ON --r _ T �,- -D FOR ALL �G ( 4 10 �2' - - - — _ — I - 61 * �q �, BIRDER �. Pg Po H PI-9" +n L nE of i0orz ABovE I -�� � I BB R nB YJALL LA- eAR—ABOVE V v MUL 1 -a.><sruDs r 4X 0 — - — dgta. OS-20-12 FLOOR LINE AfioVE ( q C POINT t oaa ABovE 16080 O H GARAGE UOOK : Pa•-mlt a tyi 4XI2 19-O LONG I-yam: -- ,00-0 6050 SLOR, FXD FO 0 314 CEGR55) CS.GJ PX zBON MONOxIaE aetecTOR 4610I1 FXD. 3Is ABV.I :- L ,CIA_L c L "I All- A�r ..rvPe x A INB rLl s I HEA-f � (� ES v _ ---..._-. 44'-O" OVERALL t=-T ©a s R s �5.�:RNERS i eR PLACE i Iiitt ROOF SHEAll H N6 j EE SHEET'L W I FOR SHEAR ALL "� mw NAILING SOriEDULE,6 DETAILS. VJrrl F.an d morns onn on the drpwing 1"I avm pr'aemdanem ovmr bW-� 'wB '"x'�'tl4Y'" '""�'°mr' 'T"B1F'''�`^V'm rr"^''� ^•'wwrnm'xnernwewywsevw '°'-''�'Yw�ewmvuuresvum cglmtl plmmnblons Gvntgctor ehgl va Fy qll dmmna ono, --- r,pltiona,etc.,partglning ko khm work before prucmed ng. ' l"ha Orvner mutt bm notlf led of Gny v gllons Prom tNn ' dimmnalono qnG/qr cpnditlonb shown a.thaaa draw nga AI'y p ch vqr^IaL on oho I pe rm vatl h4 the Vwnmr pr -to ' PUII rmbponelbllrltytPa thakcgmttto GontF�actnrmsha I gccmpl 44'-0"OVERALL 504C XO " 26 c, 5LD Fxb. 6040 0 5LPR, (EGR 55) 3 X'a"C. ..8. X 9"C .H. 4' < 4�y ti F ry MASTER NLL BATH � VINYL BEDROOM 2465 v � O TWO MASTER W Ilk Al v N 6 ry l•LJ' ;dCJ B GFM I ELEV.—LE O FAN T I v <� I F• �p�� � m a ......—_ L T LESK TOPi v - L c!] K FR LINEN p JP+F E ,m .I •eS! 0 V O . F 5 Fs - l -.� l^Lv.cA _U,_.............__. l�'A//GAR I" GFM O m s�°rFr�' r /dIo`� AN l0 Q�Did O� NAL Lf WALV Tg W TAN y W 0 I V7 111 i UP ElS d. P85 I Nb O ® V tt''IY� .X O RA L �.I.BEDROG7"4 el_ 78J- THREE OPEN o anF;rvrrr BONUS ---- 0 n i r ROOM CARPET �xp BELGW d' GAR.PET �— p N BL W cI u I o �L LINE OF PORG BELOW Jfl a V dC2to: 05-20-12 416 LNE OF WALL BELOW _ IDOrn91G° SLD FXQ6 GSMI ,OCEGR X 5LDR_. ---__ _..-.-- 00-0 One: 70-00-00 N!>TESr �..0 (EGRE 5) -V-O" 2'-". L' -I" 5) ALL EXTERIOR WARM WALLS TO BE ---- - -----�--'— X ti 5'IUDS®24" 5'-2" 51-101 ALL INTERIOR WALLS TO 5E —'- 2 X 4 5TJD5 0 24"O.G.TY'PIGAL. 4'-0" -O" IQ'-O" ---ALL HEADERS TO BE 4— UNLESS NOTED OTHERWISE. 44'-0"OVE LL FUR-OUT HEADER.9' WALLS. SOLID BI..00K Nb UNDFR AL.L.BEAR.INrvi WALLS. J TUB/SHOWER UNI i'S SHALL HAVE FIRE drawn b MwJ NA71ER R BETWEEN WALL TOU AND WATERPROOF s AZNO DS TO+D-12" checks by: FROM DRAIN. N 72"O INGI_IN, WINDOWS WITHIN+T2"OF DRAIN, F ON BE SAFTEY GLASS. SHOWER L.UW IS LIMITED TO 2.B 6ALMIN. SI'Hi=E=`T ' EXHAUST FAN5 LARGER THAN 50CFM MAY BE GONNEC:BP TC:4"5MOOTH WALL VENT PIPE IF RUNISJ�{D.I�JOI.�NOIZTEEXCEED 20'IN LENGTH. DIAMETER WISH A MAXIMUM RLN OF 9' GOMBU51ION Al-REQUIRED FOR AL..1, FUEL BU - APPLIANGE5 LEC,l C: � .J BEARING AB:'.+Vf.I ........... FLOOR LINO-',L A-- PT. D.+� FOINT LOAD ABOVE T.A. ' 'zzm=� MULTIPLE 2.ST E, 6 POINT LOAD O SMOKE VE'IEC:I'0P'2 IIOV INYF.RGONNEGTfD W/BATTF_IY BACK'.IJP. PER IR<.'.il4 ol CARBON MONOXIDE DETECTOR PER IRC.— "SHEAR NOTE. I SEE SHEET LI F W OR SHEAR ALL UPpI—ER d NAIL INE D It DE SCHEULE, TAILS. > /"`' ' SEE GENERAL _ _:. G n any. or•k _ - Pt tM1e cast to fy rra. OPTIONAL COVERED v� I PATIO 10 I I vs Ds I I sXs I � EDUNLES, Al A ��; AFso Aso Roo AFso vs=Ni aooF 1-F veNr i.T I 0 Q �@s Rln�r= .E r-ROPERIY � � P; cn ESIsrANOE p o of _ _cL - u-� Xa * EESISI NG AND 5 - ❑ RESISTANCE RAIINC V7L �x =G r HOURS ❑ Q'N 7- 1 H_HRw I 6 V V� ( V / / J y\ r r � 11 "I� VIX TRUSS "� 61RDFR TRUSS_ n _ EVE DETAIL(IF PLAN REQUIRES) J_r 1. L \ = PRE M -_ I I PRE MFC= � ®24" : Y6 NOTES - 30 N V 4GTURER NOTED OTHERWISE - x SHALL BE 2 U N O. DJ I �x6 OVERF2AMINC- BEARING BELOW ; DOWNSEOUT _HAVE: --IN 5/ I tIT— PRE- . I _. ':JEAc'rURE�'S vLL RED uu J r'A ME.ry r s, G ARiw�Jf�,>ris fff ]NO CALCULATION 35 � OPTIONAL GO\/ERED PATIO Q O N 4+2 E I t I U I �I sXs Al I ❑ I I ,�P Gay �,, la ❑ w ❑ ai i� ova m I I �; � II i HIP AG Nr ~* I _ RIDif I_ HIP JACKS it ® 24"Of—, E END _ L e ~ R�1 ,.ANN ANC I ❑ l ❑F , ❑ A NGE RATING I Q NT �sTALL -- FREE PERLNEAR "UT p rJ—oR css FRON '. : THE�P�NE S OT �R F_AN IL l \ 9T- 61RDER ONE HOUR EAVE DETAIL(IF PLAN RFaUIRES) ® 24"O.GCJ . $ � t} Q HIP JACKS 24"O.G. Ar H�x4 ?d ®p data: os-2o-12 �1..= .If. L-NGINEERED EK6:12 00-00-00 -�`n=O-IC-RHAN6 SHAL BE 12"U.N.O. ���� 2x6 OVERFRAMIN6 ' .:dat'. ,p BEARING BELOW . ...-. pOWN5f0UT drq wn by: MWJ TRUSS NOTE � a PRE- . _ Nn 5J LrD NG f t I �.0 H I E - ALT- 4: � pElARTMEN T ROOF VENTING GALGVl_ATION =- b VENTS REQUIRED/N SO%OF VENTING SHAt L C'GGUR Rooms AE5,4 orll _ 31 C' ,N_'G I I I I 1 DR _DM Fil C� LT w Q f II � FIN.PLR.JPPER L U MAIN FLOOR P.L y� -�' DINING GREAT ROOM 6 T FIN. R FL .MAIN! --------------------------------------------------------------- f4A I n — S _G'1"1 Old A—A o :EE GENERAL NOTES SCALE. /4 = i'—o" v f C p 00—Op POWDER\.� ti Gann U MWJ 77 OPTIONAL 3/4 E3ATH c ----��- -- MP.IN FLOOR SEE GENERAL NOTES SCALE: 1/4" 1'-0" ie j I 1 ' i , 6FNFRAI NOTFS --_-_�-----'--- SEE PI..A TO DFTF.RMINF'.THE DIFFERENT DESIGNATORS FOR SHEAR WALL.MATERIALS, NAII..ING,ANCHOR BOLTS,AIJD HOLDOWN5. LOCATE HOLDOWN5 AS CLOSE AS POSSIBLE TO THE END OF 1'HE DESIGNATED WALL. ALL HOEDOWNS,ANCHOR BOLTS,WASHERS,C NAILS IN CONTACT WITH P.T.WOOD TO BE HOT GIPPED GALVANIZED. .................. f,1 :: OM-SIDE:FI.rWOOD P2 'rNo SIDF5 PL YWOOD SILL BASE T HEM FIR e2 MARK l/Ib NAIL SPACI1NG TOI.6 HTM. A3S HI KC PLATE PLATE VALUE PL YWV .D REO V ANCHOR 50L T NAILING (e/LF). I PLAfFS ANLIiOR` ....... _ ..... ......... ._ .l 4 12' IB OG.'I....2 t4 5/W a 4E` (2)Ibd a 0" 240 EDGES FIELD PI6 Bd b PI-4" 8d z a 16 OC. 2.4 5/B' 32 (2)Ibd®T I 349 ..- ..._ PI 3 " bd 14 O G 3.4 5/B'a 24 (2) 06 O S 450 _ --- PI 2 2 12 OC ,3 4 3/4'® 24 (2)IBd.5 SBS 2512 \ .-_ b. 0 0 0 3 4 5/B a 24 1(2)Ibd e 5 1 40C 1" 4 B O.C. I 5 4 B,1 12 3 8 O.C.- 5.4 3/4"a Ib (4)Ibd e 5" - 900 ./ " P2 2' Bd _' � IS" 2" 8 UL 5.4 I„ 3/4"a 12 (4)Ibd a 4" IITO ""NOTE,WALLS WITH UNIT SHEAR OF 350" ATER SHALL HAVE FRAMINL ;If MEMBERS(STUDS C PLATES) ABUTTINti PANELS NOr LESS I}LAN 3A MF.MEERa PER IBC 200%TABI.,E 2306.3.1.3X FRAMING WILL BE NO TFD ON FI-AN. / 7.USE POWEk DRIVEN SI EEL STUD5 AND NAIL BY HIL'IT OR RAMS ET WHERE APPLICABLE. VJ 2.PLYWOOD MAT BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY, 3.SOLID BLOCK Wll'H J015T UNDER INTERIOR SHEAR NALL.5. 5HEAR wALL NOTt_5 1/I6"OSB OR PLYWOOD SI$ATHING-USE Bd COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL 7' H EDGE5. LONG DIMENSIONS OF PLYWOOTJ MAT BE.INSTALLED VERTICAL LT'.NAIL o I2 O.G.TO ALL y� W INTERMEDIATE STUDS. WHERE 3"NAIL SPACING 15 SPECIFIED AT PANEL-EVGE5,05E 1-I/2"Bd I";.w�yl Q SNORT NAILS OR 3X 5TUV5 All Bd COMMON NAILS FOR 2 NAIL.5PAC ING,USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD 15 2 5IDE5 OF WALL, JOINT,TO FALL.ON SEPARATE STUDS ON EACH SIDE, FLOOR PLYNO -USE bd COMMON NAILS e 10"O.G.AT INIERMEVIAIt.SUPPORTS,W O.G. / L AT AI..E PANEL E06E5 AND 4"OC.AT ALL 5HEAR WALLS UNLESS 01 HT'FWISE SHOWN ON PLANS. ~ z FLOOR JOISTS JOIST PARRALLEL TO FLOUR OPENIN( AND EXTERIOR'WAI.LCi SHAI.L BE. ,> GR055 BI.O(:KED AT 48"O.C.,O EIJGES W/(4)10d NAIIl FOR 1'Hf HR91 BA'r. 3"x 3" x 1/4"5MARE WASHERS A1'ALL ANCHOR BOLTS. S 1/Ib"OSB OR PL l'WOOD SHEATHING 51 APLE 5GHEVUI.:E VI ALII 0KABLE SHEAR VALUES WITH HEM FIR"2 5TUDLI J. C A.STAPLES e IF,GA TAPLEA a 14 C A 3 OC -1 0-fit. '. A.OG 200u/fE 2 0,-5600/ft. 2 I/2 O.G.-430µ/Ft. 4"O.G.AND IOd NAILS 2"(uO.-504w/it, e 6"O.O....620A/ft. a FII'L� I2 J:.NANl S t 5TAPLE6. I HOLVOWN5-INS TAI...I...5IMPEON W'L,00NNS OR EQUIVALENT AT THE END OF 5HEAR WALLS WHEN 5HOWN ON DRAWING5. 'f0 ATTACH UEiE 2X OR 3X HF"2 CONSTRUCTION GRADES A5 SHEAR WALL BOVNDAR'r ELEMENTS. HOLDOWNS ARE ONLY REOUIP.ED WHERE SHOWN ON PLANS. ICI PER 7 N J PLAN NAIL SHEATHING TO HEMp'SUN L F W... I. MIN d II,15"NET IfADFR.EXTEND TO S A24 STRAP, L NU WALLS Ha ,1 BACK 51DE,EA.EDGE F• •I FASTEN'TOP PLATE TO I{- HDR'2 ROW5 IBd 514 KER •• I.I. NAIL-5 0 3"O.G. ._.EACH EDP PANEL.. 51PI-ICE CIF J O NEEI7ELJ)SHALL 'I•I 'I• X OGGUR WI`i-HIN 14" CONNECT PLYWCOD - L OF MID-Ei111GH"I-, '' '•r-A/0d NAILS®5"O.G. NAIL.2.EjLOl.,KING :I.I :I, TO ALL STUDS,PLATES = W/C'.iI IEid, d HBADERS SHEATHING E-.DGES ad AT G>,C:. ,I.I.•,1 APA RATED SHTG. pormlt: •• '• BBorH 5IDE5 EXP.I Y'O`✓1910Y1B: COIJN µ•• •I• STIHD�I4WOOD EOVALGTGRS OR (l J (3)2x PLATES 0 PLATE PLUS 2 BILK.BETWEEN STUDS) g • J• "-"NAZI-`NiEATHING TO EACH FILL ATE SLAB _-__3/4 0 X 15"A.B. _ 1 MIN.EMBED. 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