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HomeMy WebLinkAbout18406 SMOKEY POINT BLVD_BLD20100156_2026 BUILDING INSPECTION REPORT Gl�Y o Permit No. Address: Contractor: N G'1 0 _ Owner: TV Date�� � APPROVAL []'PARTIAL APPROVAL Ep VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-43"674 FOR RE-INSPECTION by 5:00 pm the day before f&44r^4ea f9 D Inspector: Date: 6 3, // ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in F'Final ® Masonry ® Drainage ® Insulation ® Other: BUILDING INSPECTION REPORT G1T Y �� Permit No._9 Q_0 b OMO Address: D `� Contractor: 9�L jN GAG Owner: v, N ti a55• -� Date: _1©� - ® 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 �ix/e ;PP-/X/j Inspector: 04� Date: ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid a truct. Slab ® Wood Stove Ell Rough-in Yinal ® Masonry ® Drainage ® Insulation ® Other: BUILDING INSPECTION REPORT GlT Y p� Permit No. Address: ? tNG'�p� Contractor: /,{/ Owner: Date: --- - --1 � f— — 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 o )47 e42 4-e,.,C Inspector: Date: l z 7 /1 ® Under-floor ® Framing ® Gas Piping ® Footing Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in 19 Final ® Masonry ® Drainage ® Insulation 0 Other: BUILDING INSPECTION REPORT GtiY p� Permit No. Address: I?y�6 5mzo��e 13Lb0 Contractor: /.O 91llN G1� Owner: Date: ------- Zl�i 7 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 360435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: D zeoet'l' Date: / , ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage /Insulation ® Other: BUILDING INSPECTION REPORT iY O� Permit No. ��� ^ ��j Address: ���Qlo LgLz� 7 o Contractor: IVUAICIAI LING, Owner: _ JI4iR�1JP Date: /�/g//,0 ZAPPROVAL ® PARTIAL APPROVAL Ep 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 ® F dation $Shear Nailing ® Groundwork Mec�haarr Teal ® Grid 5 Struct. Slab ® Wood Stove Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: BUILDING INSPECTION REPORT Y O� Permit No. Address: 7��IN Contractor: Owner: 5�® Date: - -- --- —✓� ��—XAPPROVAL 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 yp,­ j.��Sl7f�lC/J Inspector: D Date: S i/ Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation 0 Other: BUILDING INSPECTION REPORT Gt 'Y �� Permit No. Address: �O �Qlo f�1iLOl� �r 7�LING'�O Contractor: Owner: sG06aV Date: APPROVAL PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: tz Zz 10 ® 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: i(Jaa"'_v BUILDING INSPECTION REPORT GszY&0/ Permit No. 10Address: IPy6 6 S o ft �T &f&0 Contractor: Al4ee�1A) G Owner: SG aISR V 2 20 /o Date: ------� - r -- 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 7G�1� (11i 41 ;tze Inspector: V10 Date: 12 zG l'1) ® Under-floor ® Framing ® Gas Piping tg(Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid a Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation 0 Other: CITY OF ARLINGTON 238 N.OLYMPIC AVE -ARLINGTON,WA.98223 PHONE:(360)403-3421 Permit#: BLD20100156 BUILDING PERMIT Project Address: 18406 SMOKEY POINT BLVD,ARLINGTON Parcel No: 31052000100900 PROPERTY OWNER CONTRACTOR SCOBBY IRENE M NURKIN LLC NURKIN LLC 21813 95TH W 18128 61ST AVE NW 18128 61ST AVE NW EDMONDS,WA 98020- STANWOOD,WA 98292- STANWOOD,WA 98292- Phone:( ) - Ext. Phone:(425)422-6469 Ext. LICENSE#:NURKIL*906N6 EXP:8/26/2012 Email: Email: PLUMBING1 1 CONTRACTOR Lie#: Ex : Lic#: Ex : JOB DESCRIPTION NEW SINGLE FAMILY RESIDENCE VALUATION: $150,865 PERMIT TYPE:Residential PERMIT GROUP:Single Family Residence New NUMBER OF STORIES: 1 TYPE OF CONSTRUCTION:V-B NUMBER OF DWELLING UNITS: 1 OCCUPANT GROUP:R-3 CODE:2009 OCCUPANT LOAD: BASEMENT:0 1ST FLOOR:0 2ND FLOOR:0 BASEMENT:0 1ST FLOOR: 1316 2ND FLOOR:0 3RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 13RD FLOOR:0 GARAGE:466 DECK:60 OTHER:0 FRONTSETBACK SIDEp . REARSETBACK REQUIRED: PROPOSED: RE UIRED: PROPOSED: RE UIRED: PROPOSED: HEIGHT ALLOWED:O PROPOSED:O REQUIRED: PROPOSED: SETBACK NOTES: APPROVALPERMIT 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. �� r�� I� I� 0 Signature Print Name D to Wele6sed By Date ATTENTION 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.UBC109/IBC 110/IRC110. ARCHIVE APPLICANT = ASSESSOR OTHER BLD20100156 CONDITIONS • FYI: If trees are removed it may require replacement trees of 3 to 1 ratio. Please contact Bill Blake if questions or site visit request to discuss at 360 403-3440. PERMIT FEES Date Description Fee Amount Paid Balance Due 11/15/2010 C-Building Permit Fee(QTY: 1.00) $1,587.40 $0.00 $1,587.40 11/15/2010 C-Building Plan Review Fee(QTY: 1.00) $1,031.81 ($800.00) $231.81 11/15/2010 C-State Building Code Surcharge(QTY: 1.00) $4.50 $0.00 $4.50 11/15/2010 C-Plumbing Permit Fee $193.00 $0.00 $193.00 11/15/2010 C-Mechanical Permit Fee $135.00 $0.00 $135.00 12/14/2010 C-Traffic Mitigation(QTY: 1.00) $3,355.00 $0.00 $3,355.00 12/14/2010 C-Parks Mitigation(QTY: 1.00) $2,146.00 $0.00 $2,146.00 Total Due: $8,452.71 ($800.00) $7,652.71 INSPECTIONS 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. CALL FOR INSPECTIONS BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave 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 • None LAKEWOOD SCHOOL DISTRICT#306 DATE 1 a - ' - ► (� RECEIPT# 17 9 2 9 (360) 652-4500 , RECEIVED FROM 1,, LL CASH $ RECEIVED FOR S CHECK $ -1�7�•C - '�`�' (fXn D`0LLARS TOTAL $ GENERAL FUND Amount ASB FUND Amount oc RECEIVED BY ��� KA/A� FORMS&PROMOTIONS.-/1-8! 4 RESIDENTIAL APPLICATION SUBMITTAL CHECKLIST Oil, Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3447 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 P OT PLANS AND�gNE((1) CROSS CONNECTION CONTROL SURVEY(if adding plumbing). J�L/Q i'� i+e PCB_y1 I TYPE OF PERMIT• ( } Residential Addition ( ) Residential Alteration -� F (� 2-0+'�--2-016 Oppct A Also Including: �Pl/u�mbinjg (1�Mechanical / l4 Project Address: / 1�J 7� �i JM6�L& f_ "��l��f' Parcel ID#: 31 OS ,.o oo I bo<i 6 6 Lot#: Subdivision: Project Description: 5+ nu�c- ���`��y ��5 �QX1 ClaA Valuation: Owner: Phone Number: Address: City: State: Zip Code: Contact Person: Nuy-kap L,(.• Phone Number: ��72,E q2Z-6q Cell Phone: IZZ-" 1l Fax: E-mail: Address: (,I's ue- • City:, 6L��W�'� State: — Zip Code:qUL/ Building Area(Sq Ft): 1st Floor: 2"d Floor: 3`d floor: Deck: Garage/Carport: Basement: Project Valuation: n Contractor: `\_ �C-t Phone Number: Address: City: State: Zip Code: Contractor's License Number: M ak K I L_t , O In N Expiration: Plumbing Contractor• YS t 1 Phone Number: Address: City: State: Zip Code. Contractor's License Number: Expiration: Mechanical Contractor: 't 6 D Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulation of the State of Washington Applicants Signature Date Print Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received WEB Forms—143 Page 7 of 13 j 7/1 0C_JY i RESIDENTIAL APPLICATION SUBMITTAL CHECKLIST _ Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3447 Pao / I APP• p7rN75 /M 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 = Bathtub or Combination Bath/Shower tJ X 4.0 = Clotheswasher {/ X 4.0 = Dishwasher V X 1.5 = ,S Hose Bibb X 2.5 = Kitchen Sink ✓ X 1.5 = Laundry Sink X 1.5 = Lavatory(Bathroom Sink) X 1.0 = Shower(Stand Alone)Each Head X 2.0 = Water Closet(Toilet) X 2.5 = Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater Other Total Fixture 7 Units Traps(other than above items) Column Totals Estimated Project Valuation _ Building Square Footage 15t Floor (� o 2"d Floor 3rd Floor ))//// Basement Deck Garage qcr ' Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: feet. C. Difference in elevation between meter and highest fixture: feet above meter or feet below meter. D. Pressure in street main: psi. (Measure with gauge or check with Water Department) I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulation of the State of Washington. Applicants SignatureDale WEB Forms—143 Page 8 of 13 7/10CJY . . - � � .°. . . - � _ __ _ __ _ _ __ __ _ _ _� ___ __ __ _ _ __ ___ __ _ r _ _____ ___ _ ^ ' �^ v ^ / . . ' � � � ~ , . . � ' � - - .` '� - � / � ^ . � p * - ° , . ' � . � RESIDENTIAL APPLICATION SUBMITTAL CHECKLIST Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3447 FOR OFFICE USE ONLY Date Received: Survey Received By: Survey Accepted By: Assembly Required: Yes No DVCA RPBA Inspection Type of Residence: Single Family Duplex Triplex Apartment # of Units Other Project Site Address: J Property Tax Parcel #: IGS`��'��(c�go Lot #: Building Permit#: 146 Plat Name: Height of Building: q,, # of stories: Project Description: S,Zte- Property Owner's Name: -( /�1 i,Y Im k Property Owner's Mailing Address: 1806 Av c- /�/LL) SA-,r e(x/ WA V J�'� Property Owner's Phone #: ` - `�a�-C��f�`1 Fax #: Occupant/Contact's Name: Occupant/Contact's Mailing Address: Occupant/Contact's Phone #: Fax: The Rules and Regulations of the State of Washington Department of Health require that certain premises install backflow prevention assemblies. (WAC246.290.490). Backflow prevention assemblies shall be installed at any premise where, in the judgment of the City of Arlington Cross Connection Control Specialist, the nature of activities on the premise may present a hazard to the public water system, should a cross connection exist. Business or Project Name: K i"1 LI.L Business or Project Address: 5 �� ����c�V�� ( l�� �J�06. Name of Person Filling Out Survey: ~ ,{ /��, f(�`� RECEIVED NOV x 2 2010 _ COA PERMIT CENTER WEB Forms—143 Page 12 of 13 7/10CJY ., 'Y ' � •� RESIDENTIAL PLUMBING PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX (360)403 3447 CROSS CONNECTION SURVEY FORM Forward to Utilities Division for Review Type of Residence: 5gSingle-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: K) New Residential ( ) Addition/Alteration Project Description`�`��� „k4L",_ AP N l y Project Address: i �I�KX ' Ymci!4 UO Parcel ID Owner: )e-r tit rho Phone Number: Address: Iv ) 6,P-1 Ae— kw City:��',y\VJC';J State: Zip Code: Contact Person: I P,t/ N,-,( in Phone Number: �/�� - Llp'�y' t16 q Cell Phone: L��S' L,��'l:'�1�I Fax: E-mail aue� lUi,'f/y\1-L Lk I1ye-,(cA,, Address: A kwe City: State: Zip Code: Appliances permanently connected to water service may require Cross-Connection-Control (check all that apply) ❑ Fire Sprinkler System ❑ Medical Equipment ❑ Lawn Sprinkler System (❑ Livestock Drinking Tanks ❑ Decorative Pond/Fountain ❑ Private Well ❑ Hot Tub ❑ Re-circulating Heating Syster)i ❑ Swimming Pool ❑ Other Authorized Signature: .����- �" / /c�� Date: COA PEW!I CENTER For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA [ J RPBA ❑ AVB ❑ Other Inspection Required: YES [❑ NO ❑ L4 kto \ 1V 5-V,,z,t%w--j WA j9ja alb \ 10) OF or6j1u�f• �s I I \ \ SQL �CL I ` oo I \ \ \ r It �o� � in �� �Sec� -fi�ec� ���vt-aT9 Ls`, �� � NOV 12 2U10` o Lua a-r ea-, M 23 � �J2.� i cD b 1 ti 4 _,� , ,.; i r � � . i.�.YVa�y vuuuuua y I'[l�C 1 Ul G 1 Sn o h o m i s h Online Govornment Information&Servicas County AM& Washington Printable Version Home Other Property Data Help Property Search>Search Results>Property Summary Property Account Summary Parcel Number 31052000100900 Property Address UNKNOWN UNKNOWN,UNKNOWN, Parties-For changes use'Other Property Data'menu Role Percent Name IMalling Address Taxpayer I 100 SCOBBY IRENE M 121813 95TH AVE W,EDMONDS,WA 98020-3914 United States Owner I 100 SCOBBY IRENE M 121813 95TH W,EDMONDS,WA 98020 United States General Information Property SEC 20 TWP 31 RGE 05 RT 3A-)BAAP WH S LN NE1/4 NE1/4 INT W LN ST HWY TH W 100FT TH N 1001T TH E TO W LN SD HWY TH S Description POB Property Category Land and Improvements Status Active,Locally Assessed Tax Code Area 100116 Property Characteristics Use Code 1910 Undeveloped(Vacant)Land Unit of Measure I Acres Size(gross) 10.23 101�go Related Properties No Values Found dive Exemptions No Exemptions Found Please wait while your current taxes are calculated.* Statement of Payable/Paid For Tax Year: 2010 Distribution of Current Taxes District Rate Amount CITY OF ARLINGTON 1.444821 123.10 LAKEWOOD SCHOOL DIST NO 306 4.236566 360.96 SNOHOMISH COUNTY-CNT 0.782343 66.66 SNOISLE REGIONAL LIBRARY 0.400000 34.08 STATE 1.992514 169.75 SNOHOMISH CONSERVATION DISTRICT 1 5.01 TOTALS 8.8562441 759.56 Pendin Pro Values Pending Tax Year Market Land Value Market Improvement Valuel Market Total Value Current Use Land Value Current Use Improvement Current Use Total Value 20111 54,500 ol 54,5001 01 01 0 Property Values Value Type Tax Year Tax Year Tax Year Tax Year Tax Year 2010 2009 2008 2007 2006 Taxable Value Regular 85,200 130,200 136,700 125,000 90,000 Exemption Amount Regular Market Total 85,200 130,200 136,700 125,000 90,000 Assessed Value 85,200 130,200 136,700 125,000 90,000 Market Land 85,2001 130,2001 136,7001 125,000 90,000 Market Improvement 0 0 0 0 0 Personal Property Levy Rate History Tax Yea rl Total Levy Rate 20091 8.012301 20081 7.440602 2007j 8.639393 https://www.snoco.org/proptax/(e54u4l n3w3 evyhm5nsmc2o55)/search.aspx?parcel_num... 10/11/2010 uiiiiiial y Page 2 of 2 Real ProyLrW Structures Descriptlon Type Year Built More Information Pro er Sates since 7/31 1999 Transfer Date Receipt Date Sales Price Exclse Number Deed T e 12/13/2002 12✓24/2002 #0 372388 y Grantor Seller Grantee(gayer SCOBBY IRENE M Other PaParcelsQC Pro er Maps SCOBBY IRENE M No Neighborhood Code Township lRanae Section Quarter 2408000 Parcel Ma 31 OS I 20 INE Receipts View r m r hl Town hi Rar a ec io - Date No. t 05/03/2010 00:00 Recei Recel 0 Amount Applied 11/05/2009 11:39 5369844 05/06/2009 00:00 5369844 521.78 11/10/2008 16:25 5126927 521.60 60 05/06/2008 00:00 4856612 521.60 11/08/2007 13:30 4344779 508.57 05/09/2007 00:00 4344779 508.56 11/06/2006 00:00 4099920 545.97 OS/09/2006 00:00 3822993 53 .9 11/09/2005 15:08 3583854 452.42 05/04/2005 00:00 3049317 398.11 Events 398.11 Effective Date JEntry Date-Time Type Remarks 12/13/2002 12/24/2002 12:48 Excise Processed 12/13/2002 01/30/2003 16:54 Taxpayer Changed Property Transfer Filing No.:372388,Quit Claim Deed 12/13/2002 b strphb 12/26/2000 12/26/2000 13:40 Annexation Completed For Property Pro ert Transfer FIIin No.:372388 12/13/2002 b sasmns P rty CTYARL OR O 1398 SMOKEY POINT for 2001-Revise D 12/26/2000 12/26/2000 13:19 Annexation Completed For Property CTYARL istrict Membershl ORD 1198 SMOKEY POINT for 2001-Revise O 12/26/2000 12/26/2000 10:14 Annexation Com ed let For Pro kUlct Membershlerty CIYARL ORD 1198 SMOKEY POINT for 2001-Revise District Membershl 11/27/2000 11/27/200D 12:05 Annexation Completed For Propert CTARL ORD 1198 SMOKEY POINT for 2001-Reuse District MembEM, Printable Developed by Manatron,Inc. @2005-2010 All rights reserved. Version 1.0.3761.18494 https://-wvww.snoco.org/proptax/(e54u4ln3w3cvYhm5nsmc2o55)/search.aspx?parcel num... 10/11/?n1n M is �; ►� ,, Snohomish CountyO a roFeityIrfonnation-MiGtp Input; Corer ;LofAr:Iin:qtonjp,o: JKcrc,Ji.'1Tu �- _ _ X �- 1.J.{�tC Favorites �,, �Suggested Sites 0 Yeb Slice Gallery• ,�, IC C CERTIFICATIONS- P - > Arlington City Web C Free Hotmall � Goo le I sow Snohomish County Onrine Property Information — +� 9 E United States Department,, i Pop-up blocked.To:cc this pop-up or additional optio s click here... n I--, !.!t Page- Safety- Tools• » X Snohomish SnohOmish County Assessor's Office County 40 Snohomish County Online Property Information W:rshlnjllon Assessor Home I County Home I Privacy Statement I Discieirrter i Contact Us - Show O•varviosv Nap �] - NORTH Frequent�,4skad Questions View Property Information '� » Recent Sates: 1 120I loat000faoeoa �o , Al Sobs } Ic 2408 Sales y f i_-' Z003SaIaa I Find Parcel Humber: GaJ Vi Go to Selecta City s 2f 52 f.4200 T .QDF00 fOJZ OA».l A Locate Address 5 Map Action. T Zoom In Zoom Out W 910pDapT .' Llove Atap ru 11 view Refresh►dap j Pratt Map I __Previous A1ap II - Map Layers: a�ot►25 gos ot7v roJ z2ve0000pio4 i ` acme loya s�satied naen_ocrt oci OafQp r 1 ? - 1 Color Aerial Photo I r r sotrTH _. drag . r. Done - �'-s' —"-- 1� r I , mday,Oct 11,2010 02:48 PM Contractors or Tradespeople Detail Pagel of 2 Washington State Deparlment of Labor & Industries Contractors or Tradespeople Detail Return to List > Start a New Search > 4 Printer friendiv Verify Workers' Comp Premium Status Check for Dept. of Revenue Account About General/Specialty Contractor A business registered as a construction contractor with L&I 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 NURKIN LLC UBI No. 603002214 Phone No. (425)422-6469 Status 4) Active Address 18128 61 St Ave Nw Suite/Apt- License No. NURKIL"906N6 City Stanwood License Type Construction Contractor State WA Effective Date 8/26/2010 Zip 98292 Expiration Date 8/26/2012 County Snohomish Suspend Date Business Type Limited Liability Company Specialty 1 General Parent Company Specialty 2 Unused Business Owner Information Cmj Hide All Name Role Effective Date Expiration Date NURMI,TREVER WAYNE Partner/Member 08/26/2010 Bond Information Bond Company Bond Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date American 1 Contractors Indem Until 100136888 08/25/2010 Cancelled $12,000.00 08/26/2010 co Assignment of Savings Information w& No records found for the previous 6 year period 8 Insurance Information 4) https://fortress.wa.gov/lni/bbip/Result.aspx 11/15/2010 Contractors or Tradespeople Detail Page 2 of 2 Company Policy Effective Expiration Cancel Impaired Received Insurance Name Number Date Date Date Date Amount Date COOTHAM INS GL00613510 07/27/2010 07/27/2011 $1,000,000.00 08/26/2010 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period 0 Warrant Information No unsatisfied warrants on file within prior 6 year period Access C0 Washington State Dept. of Labor and Industries. Use of this site is subject to the laws of the state of �11'xdtinplAnK' �rT ll)i tom`ifCN�'ri€ttCfi£�'k 573d Washington. https:Hfortress.wa.gov/lni/bbip/Result.aspx 11/15/2010 �M f. s dq ZON20100004 (BFECHT/PT-LTVE) - PermitTrax by Bitco Software Page 1 of 1 DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20100004 APPLICANT: NURMI TREVER -NURMI,TREVER STATUS:APPLIED y ADDRESS: BALANCE: $0.00 ISSUED: CREATED: 10/12/2010 SCREENS: Select Screen... 1 FUNCTIONS: Select Permit Function... 1 Reviews R✓.,t:EYI`": REMOVE RE`.'IE."J PRINT CLOSE C-COMMUNITY DEVELOPMENT I Date: 10/21/2010 Enter Comments Below And Click To Spell Check Bob stopped by to get comments from Zon By: BFECHT Verf. I checked with Eric S and _no comments from him. OK to let them know the Action: COM-COMMENT site plan Time (min): J I I SEQ Due Date Rev Date By Comments Done? Action Minutes Remove http://coaweb2/permittrax/PermitTraxMain/wfPermitConsoleReviews.aspx?COMMENT... 10/21/2010 ZON20100004 (BFECHT/PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 DEVLPMNT REVIEW C OMMITTEE PERMIT#: ZON20100004 j h OWNER: SCOBBY IRENE - SCOBBY, IRENE M ADDRESS: STATUS:APPLIED ISSUED: BALANCE: $0.00 CREATED: 10/12/2010 SCREENS: Select Screen... FUNCTIONS: Select Permit Function.., Reviews ADD REVIEW REMOVE REVIEW PRINT- CL05E Rc /icvf Description Assigned To Due Date Last (#) Req? Done? ASSIGN 1002 P-Engineering I ESCOTT 10/14/2010 0 Y N ASSIGN 1004 P-Engineering II LRUPERT 10/14/2010 0 Y N ASSIGN 1014 P-Public Works I LTAYLOR 10/14/2010 0 Y N ASSIGN 1026 P-Utilities Fees RSHEPARD 10/14/2010 0 Y N ASSIGN 1028 P-Water EANDERSON 10/14/2010 0 Y N ASSIGN 2000 C-Building I CYOUNG 10/14/2010 0 Y N ASSIGN 2006 C-Code Enforcement MHAYES 10/14/2010 0 Y N ASSIGN 2008 C-Community Development I BFECHT 10/14/2010 0 Y N ASSIGN 2012 C-Natural Resources BBLAKE 10/14/2010 0 Y N ASSIGN 2014 - C-Planning I THALL 10/14/2010 0 Y N ASSIGN 3004 X-Fire TCOOPER 10/14/2010 0 Y N ASSIGN http://coaweb2/permittrax/PermitTraxMain/wfPermitConsoleReviews.aspx?COMMENT... 10/12/2010 RESIDENTIAL SUBMITTAL REQUIREMENTS Departn;ent of Community Development City of Arlington •238 N Olympic Ave_ • Arlington, WA 98223 . phone(360)403 3551 •FAX(360)403 3447 ZON,FNC VERIFICATION APPLICATION 24 hour turnaround Date: _ �� - if inspection is required 48 hours Address: XX Uc� Parcel ##: 3 aS �too aG Owner/Applicant: -T-vo --- Signature: ►Jerificatian of accuracy and agree^zent to FOBovr the C;Qy�f Arlington;rSUn�c��al Code --Phone: (h) Z - - 1 1. Please check one: 0'a. Single-family dwelling b_ Duplex c.Addition d.Accessory structure 2. Lot Size: Width: ��' Depth: (} r Area: 3. Proposed Dimensions: • W � orL ' c� —� L) 3 � H)q���' Total SF} �� 4. Describe Proposal (include cross street): 5. Provide distances from the new construction to the property lines. The e plan on the accom an i measurements should conform to the measurements drawn on the site Right distance: ' i p y g page. Ri 9 S ft. Left distance; / ---� ft. Both sides: From ft. Rear distance: ft distance: � -- l ft• — — — — -_ _ — Between structures: ! — _ — — — For City Use Only -- All: Please add comment in permit trax if any item requires further evaluat' — J no further evaluation is required please mark(OK). ion, mark(PT) in the space provided, if Water Service � Storm Wafer — — Set Backs _- —- _ Fire Hydrants Server Service Site Civil Req'd _- - -- —. _ Zoning — Steep Slopes Cross Connection Public Improvement Required — Critical Areas OFFIGIAL USE ONLY -— - --- — _ APPROVED _ -- DENIED — -- _--_ DATE 2-�b ( 0Doa -- - — �. o �yo I;{ � 3a , �sti. zo ............. &6 PL S bl 'F. Z/ Permit Review Deter i ■s � � Gy \l i d� PERMI r Permit: ZON20100004 ) ./ 1002 -P-Engineering I 10/21/2010 ESCOTT 15 No comments Complete? y 1004 -P-Engineering II Total Time: Y 10/12/2010 LRUPERT 5 no comments 15 Complete? Y 1014-P-Public Works I Y 10/15/2010 LTAYLOR 5 No comments Total Time: 5 Complete? Y 1020 -P-Sewer 10/13/2010 FRAPELYEA 15 Sewer is available Total Time: 5 Complete? Y Refer to memo from Reta Shepard. Y 1026 -P-Utilities Fees 10/12/2010 RSHEPARD 10 FEES for water r/s Total Time: desk. See att2ch�a Pdf covery and deposit given to applicant yesterday at Utilities front 15 Y 1028 -P Water Y Total Time:10/13/2010 EANDERSON 20 See Reta's Con7ments for 10 tap m fees. Meter placement will be determined at a llomplete? 2000 -C-Building I Y Total Time: Y 10/13/2010 CYOUNG 0 No issues 20 Complete? Y 2006-C-Code Enforcement Y Total Time: 0 Complete? N 2008 -C-Community Development 1 Total Time; 10/21/2010 BFECHT 20 Bob stopped by to get Total 0 from him. WEnt over Comment-'from Ion Vert. I checked with Eric S and Complete? building permit soon, comments from reviewers and closed the file. Y The file is located in the no comments and pending comments pending He will bring in the Y upon building submittal. g drawer at the permit center. Wilthe relay 2012 -C-Natural Resources Total Time: 10/13/2010 BBLAKE 0 Provide number of significant 20 need to mitigate, trees that would be removed as a result of the Complete? project. Possible Y 2014-C-Planning I Y Total Time: 10/14/2010 THALL 10 Density&dimensions ok. 0 mitigate. Provide tree survey, i issue is per Bill's comments re: Complete? Y eye if req, significant trees. May need to 3004-X-Fire Y Total Time: 10 Complete? 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MAIN ---- --- -- I ---- —1 — t irk L L _ CULT UF?ED STONE _ — VENEER - INSTALL PER MFG. SPEC5 SEE GENERAL NOTES SG?.L_I : I/4" = P-O" 000� I E3 O OF X 1D©.�5 NOTES: i. ALL WOOD EXPOSED TO WEATHEROyO F= O 0 x 3�•�� -.--........ Z. CAULK AND SEAL ALL "INDOW/DOOR AND EXTERIOR. ENVELOPE PENETRATIONS. 5. GLAZING PER STATE ENERGY CODE. 4. SEPERATE PERMITS ARE RE01-1IRED FOR FENCES, PLUMBING, MEGHAN I GAL, �6• ^ �/�O `TO - _AND ELEGY"RIGAL.. 5. 5096 OF R00F VENTING SHALL OGGUR P.L. N EAVES AS F31RD BLOCKING. h. REFER TO ALL ELEVATIONS FOR TYPICAL NOTES. a -7. S.G. = S,4i=ETYIt1 � L.J - F N. FLR. MA11`1 L CL 2x6 wITf+ Ix2 E3o M CITY OF w_ I " dote: I I-08-10 NDLN TRIM KITH 2X4 I „t T perl'Yl l t AT TOP AND SIDES BD. W/ re Visions: L SING „ j 00-00-00 SEE z7ENERAL NOTES - - IN P_L._ - - 61 - - - ---- i ; 11 ri g,:fir,I hu WIN x 1'; O R.1 GHT r=!._r=\//A%T 1 ON "�p to SEE GENERAL NOTES SCALE: 1/4' = I'-O" 5EE 61=NERAL N01E5 SCALE: I/4" = I'-O" � ." X"". as p ip, �Aak, Writt'.en dimensions on this drowin�-3 sholl hove precedence over ecolod dimensions. Gontoctor sholl verify oll dimensions, ' concfitlons, etc., pertoinlne to the work before proceedinq. The Owner- must be notified of ony voriotions from the - - _._. —..,__._----- -_ - --- -_._ __ - _ -_ ---- _— — - dim�n5ion5 and/or ondItIons shown on these dr-owings. Any such variation Shall be resolved by the Owner prior to f �< pro,=eedinq with the work, or the Controctor shop accept $ j t1 full responsibility for the cost to rectify some. 1 REENEG l FG �! .—NT5, TYP. O C" FNI�- hlL lvT 14 -- PATIO w1TH I/4 �orzRt- 1 ONE STORY �rONi RESI i.dT f f A I n 1 :rf E i/4' 4 .�12 XC� ' F OO T I i�<IO AT-- �+�°� � .,0, N ONE STORY . r-1 FOUNDATION NOTES AS 1- i. SLOPE ALL C-ONGRETE STOOPS AND/OR PATIOS d 1/4,, PER FOOT AWAY PROM DOORWAYS. - -- - 2. ALL WOOD IN GONTAGT WITH GONGRETE -- -- -- - -- - 5W,LL BE PRESSURE TREATED OR CEDAR. I 3. PRC)\IIDE SOLID BLOGKi146 UNDER �I ZIT(V BEARING WALLS. -T - 4. F r NERS, CONNECTORS AND ' S H,o,NC�ERS INTO OR IN GONTA,GT - - _ w1 TH PREs5uRE-TREATED OR F I FZE--RETARDENT WOOD 5H L LL BE OF= TRIPLE ZING Z_MAX (C�Ig5 PER - A,E,E TM A&53) HOT DIP f AL�IANIZE 4G ,��� Ea 5 _ - 4'-O" 4'-O" 4'-f3" L � U1 �. 4 (qS M 25 FOR GONN GTORS AND _ - - - ! W A��TM I55 FOR FA TNERS AND - -- - _ t' O Ar�GHC>RS). SIMPSON T-PTWOOD. 14 JI $ � 5. Al-L CONCRETE EXPOSED TO - - - - - - - � wE=ATHER I NGLUD I NCB - -T- 1 _ yf Gr� Lzwil RAC�E SUBS SHALL BE 50 )0 �- - _ --� ? - F_-J _ Q P��I WITH 4XgF#2 5--79, -41 R IN-] FA I NMENT. I � i I / � -!� - NA. T�E < F T it N THIti -' ✓ERL o T , �R�FLOOR FRAMING NOTES: BLOOU -- - -- --- _ -- - p . I 2x10 FLOOR JOISTS © 16'' O.c. TYPICAL UNLESS NOTED OTHERN15E w/ 2, I = STOCK SOLID BLOGKIN6 @ BEARiN6. ( F 0 l 1 �=uRN H>�T , I I l .4X4 - F:xTRA JOISTS UNDER PARALLEL - �t L 0 J J 18 x.1-4"1 JhL 51, OTHERI-ISE I,IC,'E> - �I 4 -O' F6 I �I 1/2'' TJI 210 SERIES © IC O.G. UNLESS OTHER IISE SPECIFIED. 4X� D�4� I _ SEE FIELD TJ I L-AYOUT FOR E3RAG i NO, gLO -<INC , 4ND CANT-1LE��ERS. - - - - V ----- ---------- - LA.YOUT TO BE C-,IIVEN TO L_OC-AL E3UIL-DING DEFT. OFFICIAL AT FRAMING / iN�3PEGTlON. I , f �IY t>r" i,�i� - AS A5 G AWL I 5FAGE VENTILATION C fALG'S � I oN � � r F STEP 4 316 SF OF CRAHL SPACE AREA _ — — - � �.-7-7 / .-75 = II-6q SF I ' — 11.6G SF x 144 IN/SF 1684 S! I ! ��� F 1 -4 1654 SI TOTAL VENT AREA REQUIRED VENT AREA. = 12P5 SI �� �1"'t4✓� � !, GOV�f�ED -, ; dGlte: II-08-10 1684 / 12£3 = 15.15 NUMBER OF VENTS REOUIRED ENTRY P'ORGH t permit: 14 TOTAL VENTS PROVIDED Ll € R ti �t. E > L I r�v1aI ns: �3 C� STEP � r 00-OC>-00 A ! ) . I C.0 NT'INUt)US L.�GEN2�• A5 EC?�3TItIG A� � ; 5A. ABOVE BEARING WALL ABOVE — Gh��IGed by: 5X MEM 6�EM p I -(9 II INDICATES SHEAR WALL - 777177 REFER TO SCHEDULE ON SHEET A5 a INDICATES STHD14 HOLDOWN L TYPICAL WHERE SHOWN UNLESS ----- ---_---_---- -- ------ - NOTED OTHERWI5E. O OL 1N T 1 Oil 1'L.. N ap E,E'F GENER?.L NOTES SG,4LE: 1/4" = 1'-0" —J � I I w I Q�LON �SIM�k�HlO SS��N�I s�0a3 � san15 s N�� �O O 7� I III I Y Z#�Q ?X-�- ---TE4 O-L NO �ZI�Q��I-f -(-f'� �lON salbnd 'S,n�ls's�aew�w xs) 9 x NIWV?�� � 531r/7IQN1 �O - ��VM S31d 7 aNl '3nn33HOs 9NfnIdN X� NNdM 2Jd3HS NOH Sd 133HS 33S '�� = - �Ia z#�Q Olx� do_Lo�1�a �alxoNow No9�e0 µme• - - \ 17 , wnwlNlw wd0 Os 313IS1no Ol 1NA/\ - N'dH xox 0909 c)X osot �o�Q oao� = 5'd S`d � �ialslno oJ_ 1N3n o1n -- ss�nO,u�Hds rOs) f do-�ov9 O E i I �d;A1Iy9\M a31'»NNO')?J31N 1 � i' I � /a011 2J010313a 9�OWS NJ 7jy 9V Ode, 3no9v abon lNtod an 'Id 3SIMNDHIO a31ON 553nNn d,�l XZ (Z) 4 ab')1 M0,71 co) 9anLS xZ 3nd11nnW � �_ 00-00-00 3no9'd 3Nll a001-� s'v` [ iX, 3no9H nnEIM ONw3G ; qI l,Uu2G� NO� nnbM ONI�da9 OI-gO-II ��bp tJ\ I 7 7ZlOd J�ZILN3 _ a NO II I C3 _t7— (C-+8 H IVt IH d3LVM �Hl AO SA aAM0-1 aMd E d/I Gain aH1 NIH11M 51NIOd -LV 99 nndHS 9NIddH2J1S , d Q - -- / —. �., ---- - — 14 NOIlOW 3�V n9H121b3 Ol 3na �� 1N3UI�OtiNd51a Nf/1NOZI?�OH 15153?J Ol a�dd�!?J15 ` � I 1+ � "� � '� � 2J0 a3210HONH 39 nndHS S2�3IH3H 2J31yM '{� �J (9H-lS NO GI Al N;31VN 1) a00M,lld t/s s�N bn z Ho w�o�ldnd „ql+ dalnONd s C� 9V nS anoev .,ql+ WnWINIW QPViQH _ 39 01 S3HO11M5 aNti/523N2Jn9"SlOnld nnb .7 '99-VOb 3b'dHsd gad N011dnnti/15N1 ■ I 1d� Ids s � I s�oN �Nl1d=�H+ Nd9 N2fn9 39H1S t/ ® 9NIna �N15n?SOH 3n9tJllnS Sd - --- ---- S --- - L_ - - - ---- ------------ aN 0(7l 9 15n 01 W 5 3 . 5Cl 9 Sa V�,.. NI-A� 1 ( � I aNHodlld naevn ndno'lljddd 3ndH n IdHS p aNY SNOIl d0131O3ds S 2J32 L Oti 3nNHW 213d — 0:nTTV15Nl 39 n�b'H5 3OVnd3211d 1NIn9 . ?JOlObH .Z - SSdd-JR OS 9 0IS �- i IH3n HilM aoynd9Nl 3ONb?JH319 0 ; (h Ilk ul I tJ E - d .I __ id237J Ot��� S?JOOa a�1bTJ- I� oil 3lnNIW-OZ 2J0 '„q/5-I N\,/H-L 5531 ION S?JOOa o NIW l ANO'D 9wOO,l3NOH NO NI \� Z — /C) WH1 SSHN -LON 5?�OOa aOOM a1-lOS �9 NN'dHS -TJ.NI �� X — _ �. .`I � � N � LEI ��H aONaa IS3'� aNV A9)VN f9 3HI N33M139 59NIN9d0 JI! N0uGnGAoo Ao sionoo�!id aNd �]Hv I Z a� - d0 39HS5dd 33�3 3HI 1S153ZI Ol iNl?d1HW _ (c Ll `` O�dd�/ H11M HAW ONI VZ-il3N3d 3Hl v tQ W - - (3Nn021'd ONIN3d0 3H-L ON1��13 k9 a310310?�d -I 1HNC 39d�V9 aN'd 3SnOH N33M139 dM dI °1 - +� � � � � �`' ��H �I f � � NollbNdd�s NHL H�no�Hl SNoll'v�l�rd�d -rido �� ��_, ts rnI �- l 51SIOf a00M HO aVd15N1 511`1 ONlsn N3HM �_ 9NIn130 -Lv 9M9 „X,, 9d ,.q/S GNAJb'n 7 3Sn {, i 9�NIIW� aNF/Snn`dM w?JvM nnH 31dNnSNI 01 - � a �- �N d � j ❑ - /M 5WtI39 aN'd 515Od dV/21M � 1-lvm/ONINI3O iV 9M9 „X„ Ad.LL „q/S I asn'No11b��dNs ONnn/a0b��0 I �JC, mN� C/1 O }x d CJ U)�m u U. (IJ i7n do .40 aNn }_�; i ,0�s ' -ANn rn � # -i (� --q IT 1 � �1 I I I� t �� ar Sn-IVM _IAn-1VNVa 9NRJH39-NON ,r € 1 _ r and NaaNn IslOF 3n9noo p 'Nand NO 031ON sV NO S1SIOr -n9no6 u 35n 'SnnNM ON)HiNd38 n3171VNHd 71V 213aNn 'L '5 i 133W IIVHS W0021a39 aA A MOQNIM 3N0 g ....C _-- I 2131V Aa'P T� ?J3W'0 13 IO HONI Z/I - NO91d3OX3 N - TJdddOO NO"3ZNONG'NOOlnls a3ZINVAIV9 a3ddla-IOH HO A9 nn`dHs a00M a31V/1211 �Q II C tt-t I �t-� -321n553?�d H11M 1-7V/1N07 NI NO OINI S213N31Sb'3 'S — c�r SSA 0 t9 b c/I (IH XOX 0909 OX t C-D� a310N Sd 1d30X3's2�3N!JOO (INV/ 5301ndS 0 dd?J1S 1 ( t 31dnd d01 3n9N15- 9NIWV/ 4=1 3IHFW j7 9NI2f`d39 nnb NaaNn 9NA')on9 alnOS HIUAO�Jd s 3SIMaAHIo (23ION s53n In -40 olXf7 39 01 NOOIA NIVH NO sNaadsH nne .� I � I 'NO IV1nnSNl 0 d 11M' Ib-)Id,ll .O ' 9' "` -- — — 5an15 9— 39 Ol snnbMHANv/4 ?�o1�31X3 -I-IV k, (D- I Ind � O U� q p I q Ilou,s uol�ol�on U'ans \ / Fiuy s6ulr�ar�_+p asaya uc uNro+{s suolnlpuo� uo/purer suo�sua�ip -... aNq Luo A} suo1401uOn FiuO do P01411ou aq Isnur -jaunn0 o� Sulpaa�oud ao4aq -j auq o 6 r`q ulul }-Aad Ana 'suolnlpuo�u dorti / + suolsuauilp 110 hJluan llo4s J01s0quo--D -euoIGUoWlp hales �+ano a�uapaoa�d anr�U ;;r�i.{s SuIMr��p slU� uo suolsuawlp ua�nl�M Written dimensions on this drowing sholl hove precedence over scol2d dimensions. Gontcactor shall verify oll dimensions, TRUSSES OR conditions, etc., pertolning to the work before proceeding. RAFTERS PER - The Owner must be notified of ony variations from the "' \ pLAN dimensions and/or conditions -shown on these Jrcawlnq-s. A iy such vorlotion shall be resolved by the Owner prlor to ROOF SHTO - NAIL p g p / roceedin with the work, or the Gontroctor shall occe t PER SHEAR WNALL /! full responsibllity For the cost to rectlFy some. + SCHEDULE (' , w 2 X BL KG. —� -- g" 6 'VENT � HOLES (RIP BLK'G.) j O EIZHANC� -H5 ANCHOR © A5 FASCIA 48)" O.G. 1 TYh. ,�T ---- _HEftiTHiNG �F r1 = 1r Arm - ,a�4 EXT. .VJ. SGH)=DUi_E 2 i +'i i S - / - - ��� d) TYfi�. 5H7. f;_--^A1L_1_ TO F�;,'_00 ui CONNECTION wN E I I H�. o L TRUSS NOTES .. 0 I I } ALL TRUSSES SHALL HA\/E: T_ I. STRESS ANALYSIS AND DRAWINGS / DETAILS I E 1 STAMPED BY A STATE REGISTERED ENGINEER. � N � �, I I � I ` �!�TH j Z Z 2. MANUFACTURER'S STAMP ON PRE-MANUFACTURED 1 T I 1 O TRUSSES. I ( X 5. BRAGED TO MANUFACURER'� SPEG A HN5 IFIGO . ! I I x Q c- - - i, 4. STRESS ANALYSIS AND DETAILS SHALL BE SUBMITTED TO BUILDING DEPARTMENT FOR 1 - �� ; I f- - Z APPROVAL AND SHALL BE KEPT ON SITE FOR ! I I " I f F" �' 7�}� iF �' \ FRAMING INSPECTION. Ll (� 7 ° I4 (>7 { 5. TRUSSES WILL NOT BE FIELD ALTERED WITHOUT �. PRIOR BUILDING DEPARTMENT APPROVAL OR ENGINEERING GALCULATIONS. l - t 6. ALL TRUSSES SHALL HAVE slMPSON H-I GL.1Ps AT ENDS, EVERY OTHER TRU55, 4�" O.C. WHERE mIL I tl} v END TRUSSES ARE PARALELL W/ WALL USE �_ SIMPSON L30 MID-SPAN. F ' N�jdMI Z . H 2 Q 1� LD "���� - -7. USE SIMPSON 5TG CLIPS @ ALL TRUSSES OVER. -� f U r _ NON-BEARING WALLS. W I F I lG1 E i_' 1, i 1 f�€hfv)F(-'r 't If`-.r t- �..( �t r k _ �� € i... � � � I � � n �. W� I I I t �?EOUIRED SPACING NITHIN 2 C?t CAE THE CENTER SPAN ON THE BOTTOM CHORD, 1 X � E_-- . 5 i \ A\T✓ t ! I LEGEND: XV LE � n x V Al /N �. / '. BEARING WALL -� � "y i' `�x yam , - X //l1r%T/ SHEAR WALL BELOW ✓� x 1 \� ( T v NDIGATES ?xk� OVERFRAHIN& >,�C f ` ti �X MAXIMUM SPAN UNSUPPORTED / ( y x AT 24" O.C. A XT 12' O.G. = 13'-7" \ T O D.S. DOWNSPOUT f. i R61 ROOF VENT /�I � � ,>� �� �`' � �'� � i � x < � I ^ � � ,!1 x, -- - � v� ��� -1 - mN l �� �� � o ROOF FRAMING NOTES fi�'D�fi�� Tfi�U�� a � I. GUT RAFTER TAILS TO MATGH 2x TRUSSES. parmit: 2. GONNECTORS SHALL BE ENGINEERED BY TRUSS MANUFACTURER. ----- _ ....._._ -- ---__- _ - -4-� - _- - revisions: 5. ROOF PITCH SHALL BE 6:12 UNLESS NOTED 00-00-00 OTHERWISE. �4 PRE-Mt=O. ROOF T L���E� c� _ 4. USE SIMPSON H2.5 CLIPS @ 48" O.G. AT ENDS � OF TRUSSES AND RAFTERS. 5. USE SIMPSON L5O CLIPS TO CONNECT TRUSSES AND/OR CEILING JOISTS R? PERPENDICULAR #------- - ----- -- - ---- -- - F,OOF �/ENTILA4TION G LG. WALLS AT MID-SECTION. Jl - 6. USE 5IMPSON STC CLIPS AT NON-BEARING HALLS. �i. - ✓� _ 1111-7�52 SF ?. 2x?) RAFTERS cn 24" O.G. / 2x£3 GEILING JOISTS � �U 500 g 24" O.G. TYPICAL UNLESS NOTED OTHERWISE. (MAXIMUM SPAN = 13'-7") PRE- fFC�� ROOF T USSE S 24" O.G. 5.G4 SE drelwn by; MRA g. PROVIDE DOUBLE RAF-TERS UNDER DORMER 55 GRIPPLE WALLS UNLESS NOTED OTHERWI5E. * AREA OE R-C 1 ROOF \/ENTS REQ'D. q. MINIMUM 8'-O'' SPLIGES Al BUILT-UP HIPS AND VALLEYS, NAIL TOGETHER WITH 2 ROWS OF I6d 1-7 = 8.5 x/ENTS REQ'D. !EDf-fF___fT NAILS 6" O.G. (OVER FRAMING) CONTINUOUS. 2** F O0F F 1 TGH TO E3F 6 : 1 :::f PRO\/IDED O\/ERHANC�S ** 5096 OF \/ENTING SHALL UNLESS OTHERV\ 15F NOTED OGGURE IN EA\/ES AS 11 B I RD-BLOC-<I NG, �o O.H. AT G;,ABL E E oo � :3EE GENEKAL NOTES SGALE: 1/4" = 1'-0" Written dimensions on ti-iis drawing shall have precedence over PRE-M -R. TZC SES 24" -- scalzd dimensions. Contactor shall �ierify c ll dimensions, ' conditions, etc,., pertaining to the work before proceeding. ! - The Owner most be notified of any voriotlons from the 1 "^f dimensions and/or conditions shown or. theeo dr-cawings. Any such vorlotlon shall be_- resolved by the Owner prior to proceeding with the work, or the Controc,tor shall accept Pull responsibility for the cost to rectify same. FR 3�� r �T i-IN(3, /� 9 R-�O GATT -�_ GONT. BIRD E3LOGKIN� �, _' w/ SCREENED VENTS i i i 5HEAR AAL. .. 5Gf r=1:)u ..;:w_ ! MAIN FLOOR P.L. FF-R. I5C 200q DATE: 07-07-10 GENERAL NOTES v SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL_ MATERIAL--, 4� NAILING, ANCHOR BOLTS, AND HOLDOWNS. LOCATE HOLDOWN5 AS CLOSE AS POSSIBLE -10 THE- irND G.6v.8. wALLs L vs OF THE DESIGNATED WALL. \_NGTFE. -d .ALL HOLDOWNS, ANCHOR BOLTS, WASHERS, NAILS V CONTACT WITH P.T. WOOD TO BE I ; BETWEEN HOT DIPPED GALVANIZED. F' e S FROMRRO d3 6 tC1 d1 PI = ONE SIDE PLYWOOD _ . EMI:; ?�'�. #� T -{ �(,��T � LINE REFER P2 - TWO SIDES PLYWOOD - -- LINE R W TO DETAIL Z --- - -- - 4 ON AS NAIL 5PAGINC� -- - -- j - SILL T BASE HF#2 DF#2 -- TuL i ( FLOOR JOISTs wi d (/16" TOP BTM.I BLKC�. VALUE „• I < ( ! T a G PLYwoOD, �9 MARK -T - PLATE PLATE VALUE _ PLYWD. PLATES REG2'D. ANCHOR BOLTS NAILING (#/LF) ( /LF) - ## F tl Il,t�, SLUED B NAILED, — - - - ---- - - - - iN / R-30 INSL. Ij 1 ED6E5 ELD i 12" 6' 2x4 5/8 @ 48 (2) 16d 10" 22.E 240 !I --- - MAIN � }I2 4� 4 E350 8d 4 - ---- --- ----- - - ---- - - - - - i - - _ W PI-3 8d 3 2" 3" 3x4 5/8 24' (2) 16d 5" 418 450 C GRAi^ i � I + 1 O Pl-2 8d 2 12' - - - -' I (2) 16d � �� 5�4 2_ i 5x4 I � � _ O � )--- - - - -- 0 8d 6' f2' 6' 1 5x4 5/b @ 24 (2) 16d C 5" 446 W 4"(P DOWNSPOUT TIC�,HTLINE P2-4' * 8d 4" 12" 4" 3x4 3/4" 9 20" ('3) 16d @ 5" w/ r�o�_ITiVE DR - - ---- -_ -- L -4 - - - -- - A 1 N To STO .M SYSTEM P23/4" ��+ Q -- � 8d 3 � 12" I � _ I 1 (4) 16d � 5 P2-2" 8d 2 12 2 - �3x4 �3/4 @ 12 -- -(4) 16d @ 4 - NOTES SCALE: 1/4" *NOTE: WALLS WITH UNIT SHEAR OF 351#/ft. OR GREATER SHALL HAVE FRAMING- MEMBERS (STUDS & PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS (PER IBG 2006, TABLE 2306.4.1) OR - - [DOUBLE 2x (PER IBC 2006 SUPPLEMENT - TABLE 2306.4.1 footnote I). 3X FRAMING WILL BE >')OTED ON PLAI'4. HE De EXTEPID "NOTE: HEM-FIR VALUES HAVE BEEN ADJUSTED AGGORING TO IBC TAB1._E2306.4.1 Footnote a(3) er,D vA SPEGIFIC GRAVITY ADJUSTMENT FAGTOR [140.5-S0)]; SG FOR HEM-FIR .43 PER AF4PA; II40.5 .43)) .13 FLASHING -- I. USE POWER-DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAMSET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. NER\IASTfi�--_AI)L—� 3. SOLID BLOGK NTH J015T UNDER INTERIOR SHEAR WALLS. AI SHEAR WALL_ Hn r H� IVA ��, �. it� - V1 L -- '" TO Ai I_ STUL?S, PLATES 71 `�. i4b„ p .', 7 > _ - i l ;7� s, A T -; J rs s fi, M 1 ., c" EHDGES�BL_O N: DIMENSION 5 OF�PLYWOOD MAY BE11I� Ii ALLED VERTICALLY'. NAI sL !2" l' Al__. �- �6�7�t_. - -- _ _ AT PANEL EDGES, U5E I/2 8d � �_". Tc, ALL .I INTERMEDIATE STUDS. WHFRF 3" NAIL SPACING IS �PEC;(FIED s SHORT NAILS OR 3X STUDS WITH IOd COMMON NAIL'-. FOR 2" NAIL SPADING, USE 3X �5TUD5 l 1 AND STAGGER PANELS. WHERE PLYWOOD iS 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. c DUAL �: GRAI^iLSFAGE O.G. FLOOR PLYWOOD - USE 8d COMMON NAILS C� 10" O.C.O.G- AT INTERMEDIATE SUPPORTS, AT ALL PANEL_ EDGES AND 4" AT ALL SHEAR WALLS, UNLESS OTHERWISE SHOWN � ON PLANS. FLOOR -JOISTS - JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHAI -� o sl.�.� - - T� E - - GROSS BLOCKED AT 48" O.G. (� EDGES W/ (4) IOd NAILS FOR THE FIRST BAY. - 3" x 3 x 1/4' SOUARE WASHERS AT ALL ANCHOR BOLTS. - - - - 5TAFLE 5GHE1:)ULE "I/16" OSB OR PL1''WOOD SHEATHING REPER TO PLANS AND SI-fE�T �I FOR FOOTING SIZE AND REINFORCING ALLOWABLE SHEAR VALUES v I i2 I 6- gage STAPLES DF #2 STUDS 1/2 16 gage- STAPLES - -F #2 STUDS - "l m 6' o.c. 155 #/ft. 6 o.c. - 127 #/ft. _ FAT I O d 4" o.c. 230 #/ Ft. 4 o.c- - I88 #/ ft. 3" o.c. - 310 #/ fL 5" o.c. - 254 #/ ft. SE= GEN�tzAl TC7TE5 NO SGAL NO SCALE 2" o.c- - 3q5 #/ ft. 2" o.c. - 323 #/ ft. data. I I-Og-10 FIELD SPACING: 12 O.G. NAILS & STAPLES. _ -. - gR-A-VENT 'IN-vF-NT'. pc>.rmit: I 1 INSTALL SHEAT+-IINO AND 36" FROM EDG✓ OF.� NAILING revisions: HOEDOWN INS TALL SIMPSON. H�?I_DOWNS OR EQUIVALENT AT THE END OF SHEAR WALLS � E_ �n r i i S EA /E. _NAI SH+ A�RI�tA�L t 00 GO-OG SHEAR WALL BOUNDARY ELLNfE # (� o0 WHEN SHOWN ON D�?AWINGS- TO ATTACH USE 2X OR 3X HE 2 GON5TRUCTION GRAD( N oVI>7ED 6, 1 SG2. IN/ Go sTR GTION NTS. HOLDOWNS ARE ONLY RE0UIRED WHERE SHOWN ON FLs'415. � � FREE vE ILATI / SEE BUILOING SEGTION r � I REA R L R O USE - � GONO D SRAGES. C3 IN LLFD \� - - GIPIATION\_\ — AT DESIGNATED 5HES M SON RBG a 24' ARWALLS; R AT OTHER LOCATIONS; r y r SIMRSON RBG a 45" — &YcPIGAL SOLID E3LOGKING ,It' Cr a ( �` i. -Z 64k)T >d x 1 Y1" NAILS. drer^n b : MRA E >, '�'� SIMP50N�I� --� TO FIT TIGHT TO TOR e PLATE/ 24" o.c. 610�L IRR99�4/ (4) bd NAILS E� PL 1�IR i-IT. TYPICAL WT. _ FOR EXPOSED TRUSS 5ECTION; SEE OVERHANG DIM. TAILS E3UILTJIN& SECTION - -- -SHEATHING AND NAILING REF`ER TO PLAN ` �L-f;=ET f PER SHEARYV4LL FOR FOOTING SiZE AND R =IPiFORGIN� SCHEDULE RATF.1;) EAVE =7ETA L NOT TO 50ALE O / *� WHEN ENTIRE SAVE 15 CONSTRUCTED BETWEEN 2' AND 5' PROM PROPERTY LINE NO SGAL E � F_A,/E PROTECTION PER IRC R502.1 STAIRWAY IL-LUMINATION: WSEG 200q TARGET COMPONENT VALUES NASH/ J O NE S 4$ 1. PROVIDE INTEfzIOR JTAIRWAYs WITH All ARI_FhcIAL FOR SINGLE-FAMILY RES6DEN7IAL (TABLE 5-1) JJ�� >6E BOARD LIvHT SOURCE IGX IED IFl THE IMMEDIATE 2X RIL VICINITY OF Er,, H j IN[T�IIN6 OF THE STAJR6 i' ONE SIZE LARGER CAPABLE OF 11 U! HNATIN6 TREADS AND L°t+i%IIa CLIMATE ZONE O T THAN �AFTERS TO LEVELS NO I LE. THAN I FOOT-CANDLE _ COMPONENT 2 MEASURED AT THE EIENTER OF TREADS AND 1 LANDINGS,, � ARE- 1 96 15% L All construction per applicable codes and ardinonces. 2X RAFTER 2 PROVIDE EXIERI(jR> �,TAIRWAYS WITH AN 0.50 200q II IBG. ." L16HT SOURCE L ;>,:;ATED IN THE IMMEDIATE vIGINITY OF TI,E T<>F LANDING OF THE ST Ii4'4A r' _-)'✓ERHEAD <7LAZI1,,' _1-F AC RC> ! 1) 0 U = 0.50 2. Verify all dimensions on fob site. Bring discreponc ies � 2X8 CONTINUOUS 3, THE CONTROL I`OR AGTrv/ATION OF THE (;%.U'-00 U = 0.200 to the attention of Owner and/or De5lgner. x 2Xb BRACE - PURLIN (NOTCH BRACE) STAIRWAY u6HT,N6 SHALL BE AGGESSIBLE AT U = r_t.L)2-I U = 0.027 45° MIN: THE TOP AND 1 T�hr OF EACH STAIRWAY 5. Owner well verify window sizes and manufaGtUrer(5) with s �... % wlTHouT TRAVER5IrI& ANY STEPS. � ' �, I ,��; IL = <7 056 U = 0.05(b framer before Start of construction. � 48" O.G. ----- - 4 THE ILLUMINAT.�')N ,?F ExTERIOR STAIRWAYS SHA�,i �� -` t' Ll = r i L_�2G U = 0.02G 0 d bedroom h d BE GONTROLLI_p FROYJ fR' IDE THE DWELLING UN — \ One win aw per, -e rOOm 5 all meet egress 0 e. OR AUTOMATICALLY," ,.;a P^dTROLLED. _ �L E F F = 0.36 HANDRAIL: - 1 , BE_OW G�eADE 5. Skylight glazing per 200G IRG. GRIP Ir4" - 2" y �`� � � V° �E ,I R-2f b. Truss manufacturer shall supplyshopdrawin' S to Owner PROJEGTION FROM r - - -- - - and framer to review and approve before fabrication. WALL NO LESS ;; � \T t iOSIN6 EF'I H d /,I ti s)42 U = 0.042 pp THAN 0/2". J F = 0.5q 1. Owner will verify electrical and heat layouts with CEILING JST. - Installer before installation. OPEN RAIL: A Ti,T'_. ')41 U = 0.041 W I OPEN SPAGE BETWEEN :LAB F - e34 F = 0.64 6. Under all parallel bearing walls, use double joists or as 2-2X TOP PLATE PIGKETS SHALL BE noted on plan. Double joist (or extra TJI) under all non- (� LESS THAN 4', GLEAR I. II ,�� - -- - -� _PTH: WALLS 0.05 bearing parallel walls. Q 2X STUD © 16" O.G. � '' - SLAB _ 5-1 F = C.5-7 STAIR NOTES: ' �= G. TJI products to be installed per munufacturer'S TREAD DEPTI•4 I " MI BEARING WALL RISER HEIGHT = 0"MI N.MA, w� �� / installation guide and approved reports. = � �I 1 -HANGER 10. All metal connections to treated wood shall be at a 7� x � x � 2X4 STOP - _3_2x12 minimum; triple zinc ZMAX (G,185 per ASTM Ab55); Hot Fl_ f� f� 2-2X8 HEADED STR€N6ER5 ALL BATH ROO" FAN , KITG+-IBN HOOD, Dip Galvanize (ASTM A123 for connectors and ASTM153 Q FLOOR JOIST APED DRYER DUGT`3 SHALL Bt= for fasteners and anchors). NOTES: 2X8 a 16" O.G. r, 2X4 BLOCl I FXI-4AUS-EL7 THRU THE ATTIC. TO I. SEE FLOOR PLAN FOR CEILING JOIST 'FIRESTGP} THE R ORR THRU THE FLO<�R FIREBLOGK 5-FAiR5: SYST *' TO AN OUTSIDE "ALL. SIZE AND SPACING. ONCE IN TOP g BOTTOM ( FIREBLOCKS "I ALL `L DUCTS SHALL TERMINATE CLIMATIC AND CGEOGR.4PI-IIG DESIGN 2. SEE ROOF FRAMING PLAN FOR RAFTER OF RUN BETWEEN STRINGERS OPENING. GfZITERI?� SIZE AND SPACING. B ALONG RUN BETWEEN STUDS 5. VENT PER IRG Oq. USABLE SPAGk UNDER STAIRS TERMITE: SLIGHT TO MODERATE I I / �� �Otf l TO BE I HR FIfZE GONSTRUGTION U- -- 24" GA{2DBOARD BAFFLE 5/8" TYPE 'x' �s.w.B. (TWO LACERS DEC-AY: SLAC;,HT TO ALLOW FOR I" AIR SPACE AT STAIR GEIL_ING) - - - BETWEEid T P C'R W NTER DES GN TEMP:M1-7' = Kirkland, VGA MIN. EXTEND 12" ABOVE ROOFING MATERIAL - ggo53 T .,���� (42� E5 INSULATION. / BAFFLE AND TOP OF IG�SHIi=LD RE:Qu1RED: No l � FINISH PER ELEVATION / -8_q'I I� 2X BIRD BLK'G. W/ — ON 7/16" OBS SOLID GDX 24-0 PLYWOOD TY I G1.._ �T I �' DT�. I 1— �% - INSULATION. FLOOD HAZARDS: 2005 192 FIRM 2" SGRI=EKED VENT SHEATHING; INSTALL PER MFD- FAX _ AIR FREEZING INDEX: 100 TO 250 HOLES VNITH 1/4" SPECIFICATIONS. -'I- '- GORRP°LION RESISTANT (7/16 OSB AGX PLYWD ® EVES) _�: -_ __ �IOOI ( 6 O.G. MEAN ANNUAL TAMP: SO METAL MESH COVERING MIN. I5# UNDERLAYMENT WALL_ FIRE BLOCKING: � I� TYPICAL PER L ME IRG NAIL 6" EDGE, 12" FIELD WITH �� � � � � � �� �i_ID � VENT CD NAILS UNLESS NOTED FIRE BLOCK ALL VERTICAL -- -+, BL��GKiNG �F_S l c 'N �A`7A OPENINC2 IN WALLS AT PLATES x PEI� IBG Oa SOLID SOLID z�HEATHING OTHERWISE �- OR GD,'� PLYWD. AND FLOORS ROOF L-OADS: LL 25#/SF (SNOW) WHERE EXPOSED 2X RAFTERS OR 2-2X TOP PLATE 4 DL 4015# SF z TOTAL #/SF TO HEATHER LAP CORNERS, OFFSET � uNLEss NOTED OTHErawisE APPROVED TRUSSES BEARING END JOINTS BY 48" ILI - J FLOOR LOADS: LL 40#/SF W MANUFACTURER'S SEAL. PER 2C)c,°� # I{�� ,,.� � _ 2X FASCIA BD. �� �� SEE ROO> ERAr^tl`„� PL °i DL 10#/SF - TOTAL 50#/SF ,^ SEE © OPENINGS f L.00R •,JOIS'h5: EE (� SEE PLAN FOR SIZE DECK LOADS: LL GUTTER PLAN F6 SIZE 4 SPAR I NC, DOUBLE ( 2X STUDE) ® TOTAL -10#/SF. A JOISTS "f INSULATION PER O.G. TYP. INSULATION PER WSEG PARALL DER ALL WSEG '< i 501 L 1500 PSF MIN. Z Z PARTITIONS 7%Ib" OSB OR PLYWD GONGRETE: 2500 P51 AFTER 2b DAYS 3/4' T G PLYWOOD 11J Z O L b 2x CEILING JOISTS OR SHEATHIN(5 OR j SUB-FLOOR (GLUED SIDING NAIL 6 S -5000 PSI FOR EXTERIOR FOUNDATION �\ O BOTTOM CHORD OF TRUSS { 2 _ NAILED) NAIL AT EDGE, I� FIELD WALLS, PORCHES, STEPS, AND OR t() Z O 6" EDGE & 12" FIELD WITH 8d NAILS GARAGE SLABS- AIR ENTRAINMENT SOLID BLOCKING IS BETWEEN 5--7% (TABLE 402.2 IRG) AT ERRING, TYP. W/ lOd NAILS UNLESS Nc�TED IlJ Z O 1/2 GYPSUM WALLBOARD, TYP. OTHERWl�E Q W/ PVA VAPOR BARRIER GROSS BRIDGING c �J ® WALLS AND GEILIN65 i ! 8' O.G. MAX. WHEN MASONRY PER 200a IBG _ 7/16" O`.3B PLYWD. ! FLOOR JOIST ARE - IS# FELT OVER STEEL PER 200G IBG (GRADE 40) �) 7 Z I STUDS (~SIDING z Z ' NOT SUPPORTED WOOD PER 2000 IBG SHEATHING GROSS BRIDGING; p GOC(C° GLLY) SOLID BLOCKING AT BEARING, TYP. - ,� -- / G.W.B. BE Lt -- Q - 8' O.G. MAX. WHEN � NAILING PER 2000 IBG NAILINGPER TABLE R602.5(1). R802.10 w FLOOR JOIST ARE � � v 'r � 2X PLATE-- A WIND: 85 MPH �. INSULATION ,.r NOT SUPPORTED `. �`,/ �` f � �� �' -' llJ Z d) W 2X P.T. SILL PER WSEG ( V I SEISMIC: ZONE - D O W/ G.W.B. BELOW EM PLATE �n - h-_''�`� _ ��_ -'� INSULATE x/ = see design calculc�tions(Wdl) i SOLID Rita JST RIM WEATHERING POTENTIAL: MODERATE llI FIN. GRADE FROST LINE: 24" Q uJ TO SLOPE ( f - - RIM`t> - ) w. �_ / VEIN e E.F.P.: 45P5F (SNO�'�I' U lE;N1Sk IEv% 4" BEAM: OOUGLA5 FIR #2 �- AWAY )-ROM I - - Z BUILDING \ ( 4 ARc>e »RD � WOOD Sir 6" BEAM: fv = 85 I-. �F E, :xE SEE ELEVATION fb = 8 75 PSI °Ila 2X4 GUSSET R' 'E EA SHEET FOR = 1,600,000 4" MIN. \ _ — — — TYPE 4" POST: DOUGLAS FIR #2 bCItE: 6- 12-IO GN Ib c G EA. SIDE .L_ AR. TYP. J I 6" POST: fv = 85 fb = b-75 PSI n�VlSlOnSr. #4 GONT. TOP POST!BEAM STRAP E = 1,500,000 _ I --- - BO€TOI°'I (SIMPSON 66L JOISTS 8 RAFTERS HEM FIR #2 6T SPLICES OR 8 STUDS: fv = -15 PO ;AM �� fb = 850 PSI G L,A T EQU' ALENT) E = I,500,000 � I SEE F uN AT10N #4 VERTICAL � � , 'I z PLAN O SIZE GLU-LAM BEAMS: I 13G GO# FELT 200a1 � � I © I6 c>.G. � ; i-POST,STUD WALK k - - > - SIMPSON HGAMIo � fv = 165 psi 1 RG 200Q `° Ni #4 HORIZ. t o 1 I SI€ 1PSON PB44 OR I 5/b" x l0`° APIGHOR BOLT fb = 2,400 si reduced by size 2:1 MAXZ Z_ . - d W/ 5"x5"x.4`" PLATE WASHERS fac,tor,pCF KI) _ SLOPE 6 0. — W ! PER POST SIZE 48" .G. NO LESS THAN 4r2" E = 1'000,00o psr ��I G � 0 e I �— PLINTH BLOCK b NO MORE THAN 12" FROM NOTE: as z t — - r EA. SILL cojRNER, JOINT,END, LL OPENING,Eras-;T" MIN. VARIATIONS FROM THE ABOx/E oc:) � LUMBER GRADES WILL ESE 4"° GONG. SLAB ON EMBEDMENT INTO GONG. NOTED ON THE PLANS.4"(p D.S. TIGHTLINE z SHEAR EXGEPT ® SHEAR WALLS. SEE J - ° ° -{ - ' 4 COURSE GRAVEL MALL. NAILING SGHEDULE. POSITIVE DRAIN TO STORM SYSTEM m e< Z z 6 d, #4 GONT. HORZ. TOP 1. SUBFLOOR: 4 RATED d Own b STURD1-1-FO001R�6" O.0 , 5//4" GheGlGed b :GIN/RJ Dp a 6 F�IIL BLACK 'VISQUEEN' li o.o, t as o ' 4 STUB I1P ® 48" O.G. y VAPOR BARRIER °11 I � v,� D HOOK EXTENDED WALL ROOF SHE ATHI No: °� e o - ° ' t I4, WALL APA RATED SHEATING 24/16 7/16" a a FOOTING FOR SIMPSON HGAMIO POST TO PAD a g� `"'SULATE PAR •TY�1 G � 24DE�R� O 6" WALL - 6"X12" BOOTING # D - T ice" E3ELOW GRADE l/�1�41_L 2- 4 ONT. # G,G,>N IN FOOTING #4 STEEL - 48" o.G. VE=RT. SEGT10NIS E F n #4 STUB UP SEE �E DI�l. PLA�� 12 o.G. HORIZ. ALL FOOTINGS TO BEAR ON - FIF?M UNDISTURBED SOIL SCHEDULE FOR 311 MIT � FOR PAD SIZE F, = 8" WALL - �"X15" FOOTING / SPAGIN6 CLEAR r 18" E3E LOW C�RDE I 4 (P PERF. FOOTING DRAIN TILE TYPIGAL TO BE USED FOR ONE #4 STEEL - 4g" o.G. \/EF T. //-- /� II '^I THIS STAMPED PLAN S SITE SF'E_GIPIG AND IS W/ CLOTH ROVER GRANULAR TYf' I �..sA�l.._ Y `BALL SEGT1 ONe SITE ONLY. BP SIG 10" o.G. HORIZ. TUSG,4N COVER AS REQ'D. BY 501E GOND, PERMITS FOR MULTIPLE SITES ACE NOT = I O" "14LL - 8"X 18" FOOTING _ ALLOI�IED WITH THIS STMPD E P-AN WITHOUT 24" BELOW GRL7)= BLOCKS /� ATTACHED WRITTEN PERMISSION OF THE #4 STEEL - 48" o.G. \/ERT. TYPI�f L ARGHIT3=GT OF RECORD. ,5" o.G. HORIZ. IBG-T-W 1_L-200�i