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17830 81ST DR NE_BLD20110202_2026
kk BUILDING INSPECTION REPORT G ,V Y f Permit No. &412.0 Z Address: l? 9 .30 /S� 7 tINGtO Contractor: ivGr�/z� Owner: QA61 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 E, Inspector: a Date: ,7, /6 /z ® Under-floor ® Framing ® Gas Piping ® Footing )'brywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: 1 ,I .. ��, �� :,, ;r, .;. �:�� � .,, . . . � 9E� fir: ' :� .. 1 • •`� ti ,� _ ,. � . �.:�''" '�' �. ' �►� A ,tom . _ ,f� � — �• :� �.r � - '�. - fir + + ' .� .. �1' sic' a. �. {:_ � • ;::•; •i: r�.;1 �� 7 AM 44�I' BUILDING INSPECTION REPORT Gti-Y f Permit No. //` 1'*2 LI);- Address: / 7?30 Y�ltNG,`< Contractor: le��/e� Owner- Date: APPROVAL PARTIAL APPROVAL VIOLATION a 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 l�IV_4zvS Al/4r- e Inspector: Date: z ® 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 ! Li t / L 0-F BUILDING INSPECTION REPORT G1T Y p� Permit No. Address: /7 3D ?X.f Olt ���1NG"�O Contractor: Owner: Date: 02 7 /Z APPROVAL PARTIAL APPROVAL ® VIOLATION Co 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 Z�'e 64 SOS( V/ c%`cam- `• ZZL=� �' - !2c 22'� /�'/�-1�'z/�-�, Inspector: Date: 7 /z ® Under-floor Framing XGas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork 1K Mechanical ®Grid ® Struct. Slab ® Wood Stove Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: r• X s ''� t• f BUILDING INSPECTION REPORT G1TY o Permit No. // " e�vz2Z Address: 176P3Q e?lj-1 o Contractor: G�V400,"e Owner: y`w�° 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: ® 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: j�. -�_ �! :la=�� ._��i ;� i W BUILDING INSPECTION REPORT ` '1Y ��� Permit No. Address: $ 30 IS I r -0 Contractor: ncu-r^e., LNG Owner: -n co re., Date: ff'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: j ` Date: Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove a Rough-in ® Final ® Masonry ® Drainage ® Insulation 0 Other: v �� ,.r_ i� .• .� -. v. 11 i. `. . IY a �OA �j BUIL DING INSPECTION REPORT o Permit No.Address: � �V �fi r Contractor: Eoa � Owner: Eoco re, 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: ® 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: tc ., rr�� . 'f� ` i �_ . ..,,_. - ..��,�` .. �, - - ,, �.: .. � . . �. �� � _f �, ..._ � •`� -t• t � 1 :r .+ 1. .. �n!� � � �� l::+i� BUILDING INSPECTION REPORT Permit No. Address: St r QNG� 0 Contractor: Owner: 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: Z Date: A- 6i ® 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 .. . +, ,cur, �. ,. ::C,�r�'i .:,.. ��t �" � �'-- �Fi'�!� .� .t, �.,. C Duct testing Calculator (New Const►.r"ction) 2 i2-- r House address or lot # >t'7 33U _ ,ST _ J��Le,4dTo Lot 0 Conditioned Floor Area ------ - ?Z1 � Duct tester location:Pressure tap tap location: - - Ring (if applicable):At Rough-in (Total Leakage) Test Method & Te72 Calculated Standard' CFM S Target Air Handler Present - — — - <_ 6 CFM,,per 100 sf of CPA "^ 06 X - `F A Air Handler not Present - - _<4 CFM,s per 100 sf of CPA -- - 04 X _ CPA < CFM . Post Construction Test Method & Test, Calculated Standard' CFM,._, Target Air Handler Present (Total Leakage) j = 5 8 CFM� 08 X CPA (_FM Airper 100 sf of CFA �---- -- - - - -- --- Air Handler Present (Leakage to Exterior) CFA _< 6 CFMzS per 100 sf of CFA 06 X < CFM-` - 1 Test results must comply with one of the Standards options 2 Test CFM25 must be equal to or less than the calculated Target Air Leakage testing Calculator (Blower Door Test) Standard Tested Calculated Test Result CFMSt, ((!e5 _ CFM50 X 0 0551, X :144)) = SLA 0.00030 SLA Q7.� __ divided by VOS-2-6 = SLA /'IFS SLA =-OV021 Glossary Rough-In: After installation of the complete air distribution System but before instauation of insulation and sheet rock aGows for access to all duct seams and connections for re-evaluation of seal integrity it ,tandai d "' not met in. �nt�t,a; tr st Post Construction: At or near final inspection The home must be complete enougn to pre,sui ;c' the home to 2S r_ Total leakage: Aggregation of the entire systems duct leakage ,n a duct test Leakage to Exterior: Aggregation of all duct system leaks to the exter:oi of the ffA :r a duct te•,I CFA: Conditioned floor area CFM25: Cubic feet per minute of air leakage at 25 pascals of pre ,,ure CFM,,: Cubic feet per minute of air leakage at So pascai, of pre;,surt, Pascal (pa): Unit of pressure SLA: Specific leakage area Property Address: Conditioned Floor Area Date Builder or registered design professiona l: I ,V Sign ere: R-YaGees Ceiling: Vaulted R- Floors Over unconditioned space R- Attic R- Slab on grade floor R- Walls: Abovegrade R- Doors Below,int. R- R Below,ext. R- R- U-Factors aced SHGC NFRC rating(or) Windows U- Default rating(Ch",io wSEC zoovi SHGC- Skyliglus U- SHGC- chapter 9 OPtlore('0 Total Chpt,9 Cea!dds lleatfigp,CQOUag&Donw$dc Plot Wetter Svstent T<H Heatine Eltldency Cooling DHW Duct&Bafi tgAirLa kq, All ducts&IIVACin conditioned space (yes/no Insulation R- Test Method: Total leakage _Leakage to exterior Air handler present Test Target CFivl@.25Pa Test Result CP'I@-35Pa Building air leakage target:SLAr0.00030-Tested leakage:SI.A=..GD 27 Omalte RM—abie Energy EWb*Porrer4stene System type: Rated annual generation —Kwh r CITY OF ARLINGTON 238 N. OLYMPIC AVE.-ARLINGTON,WA. 98223 PHONE: (360)403-3421 BUILDING PERMIT Address: 17830 81ST DR NE,ARLINGTON Permit#:BLD20120041 Parcel#:01047900008400 Valuation:$0.00 OWNER APPLICANT CONTRACTOR ENCORE HOMES,INC ENCORE HOMES,INC ENCORE HOMES,INC KEITH HOYER KEITH HOYER KEITH HOYER 1801 GROVE STREET,UNIT B 1801 GROVE STREET,UNIT B 1801 GROVE STREET,UNIT B MARYSVILLE,WA 98270 MARYSVILLE,WA 98270 MARYSVILLE,WA 98270 Lic#: Exp: PLUMBING CONTRACTOR MECHANICAL CONTRACTOR ' ENCORE HOMES,INC KEITH HOYER 1801 GROVE STREET,UNIT B MARYSVILLE,WA 98270 Lic#: Exp Lic#: Exp: JOB DESCRIPTION Gas Appliances PERMIT TYPE: Residential PERMIT GROUP: Mechanical/Solar STORIES: 0 CONST TYPE: DWELLING UNITS: 0 OCC GROUP: CODE: OCC LOAD: . .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. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC 110/IRC 110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City qfArlingiton#3101. 7 v �Z, nature Print Name Date a eased By D to ARCHIVE = APPLICANT � ASSESSOR OTHER BLD20120041 (PT-LIVE) - Permit rax by Bitco Software Page I of 1 �a zo (+--� BUILDING PERMIT PERMIT#: BLD20120041 OWNER: ENCORE HOMES, INC-HOYER, KEI... STA T US: APPLIED ._112 ADDRESS: 17830 81 ST DR NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 1/23/2012 kit X. , SCREENS: Select Screen._, FUNCTIONS: Select Permit Function... MECHANICAL/SOLAR REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION IASSIGNE...I DUE DATE LAST ( (#) REQ?DO...I ASSIGN REMOVE 1002 P-Engineering I i PETER... 1/30/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 1/30/2012 0 Y N Assign Remove http://coaweb2.arlington.local/PermitTrax/Module Permits/Permits Permit/Permit Revie... 1/23/2012 f 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.energv.wsu.edu/BuildingEfficiency/EnergyCode.aspx ❑✓ Appliance location and distribution details, including gas piping info Required Inspections/Tests: ❑✓ Rough-in mechanical and Gas pressure piping ✓❑ Duct Leakage Test by a Qualified Technician (see exceptions) ❑ Building Air Leakage Test (new construction only) Exception 1: Duct testing is not required if the air handler and all ducts are located within the conditioned space. Exception 2: Duct testing is not required if the furnace is a nondirect vent type combustion appliance and is installed in unconditioned space with a maximum of six feet connected ductwork in the unconditioned space. 24-hour notice of Request for Inspection Call the 24-hour inspection line at 360-435-0674 APPLICATIONS ARE CONSIDERED COMPLETE IF ALL INFORMATIQ EIVED REQUESTED ON FORMS IS FILLED IN. JAN 23 201Z COA Engineering De t, 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: k tLA Project Address: 1 30 � �� lq Parcel ID#: 0104790000_00 Lot#: g(4 Subdivision: Magnolia Meadows,Phase 1,Division 2 Project Description: New Single Family Residence Owner: Encore Homes,Inc. Phone Number: (360)659-1579 Address: City: Arlington State: WA Zip Code: 98223 Contact Person:Keith Hoyer Phone Number: Cell Phone: Fax: (360)659-3394 E-mail: keith@enoorehomesinc.com Address: City: State: Zip Code: Please List quantity of fixtures below: FURNACE UP TO 100K BTU CLOTHES DRYER 3 GAS OUTLETS FURNACE OVER 100K FLOOR FURNACE C��YENTILATION SPENDED HTR UNIT HTR BOILER UP TO 3 HP APPLIANCE REPAIR LID-FUEL APPLIANCE BOILER UP TO 4-15 HP C]EIREESTANDING HANDLING UP TO 10K CFM EPLACE INSERT BOILER UP TO 16-30 HP HANDLING OVER 10K CFM SYSTEM HEAT PUMP tNTILATION FANS OTHER VENT HOOD MESTIC INCINERATOR ALL OTHER UNITS STOVE Contractor: Encore Homes,Inc. Phone Number: Address: City: State: Zip Code: Contractor's License Number: Encorhi914ns 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 poff Washington. I ( , IV plicants Signature D�to Keith Hoyer Print Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received 2010 CJY 'N o � ( � z ° o > - u) ¢In, 00 rD p � Pt o > C _ O ~ m z N y� n O �-� 0 O d C) It °z z C7 > z o cn r, r � 0 0 O cmn y a d z � ® o d o z r 0 d 0 d � m � M � n n OITI O � (� c z r c, C z d o x � o n 1371 N a o o N z Encore Homes, Inc. 1801 Grove St. Unit B Marysville, WA 98270 (360)659-1579 5/8/12 Christopher Young, Building Official City of Arlington 238 N. Olympic Avenue Arlington,WA Dear Mr. Young, It has come to my attention that the Magnolia Meadows Division 1, Phase 2 Lots 74 and 84 (8131179th PI. N.E and 17830 815t Dr. N.E. respectively) city required 4" sewer cleanouts were placed under concrete. If a future obstruction cannot be cleared out using the 3" cleanout provided under the house in the crawl space and due solely to the 4" cleanout being inaccessible under the porch Encore Homes, Inc. will only be responsible for clearing the clog. Thanks, I ith Hoyer Construction Manager �' CITYOF ARLINGTON r \\ / 238 N. OLYMPIC AVE.-ARLINGTON,WA. 98223 ' PHONE: (360)403-3421 - - BOLLDIN Address: 17830 81ST DR NE,ARLINGTON Permit#:BLD20110202 Parcel#:01047900008400 Valuation:$252,000.00 APPLICANT ENCORE HOMES INC ENCORE HOMES INC ENCORE HOMES INC DB JOHNSON KEITH HOYER KEITH HOYER 1801 GROVE ST UNIT B 1801 GROVE ST UNIT B 1801 GROVE ST UNIT B MARYSVILLE,WA 98271 MARYSVILLE,WA 98271 MARYSVILLE,WA 98271 Lie#:ENCORHI914NS Exp:8/30/2013 NUMBING WNTRACTO ME SOUNDVIEW PLUMBING SOUNDVIEW PLUMBING 5917 195TH ST NE#3 ARLINGTON,WA 98223 Lie#:SOUNDVP033NF Exp: Lie#: Exp: JOB DENUMPTION - SINGLE FAMILY RESIDENCE PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 2 CONST TYPE: V-B DWELLING UNITS: 1 OCC GROUP: R-3 CODE: 2009 IRC OCC LOAD: N/A 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. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC 110/IRC 110. SALES TAX NOTICE: Sales 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 Arlington#3101. ilcw i1 U I I�Lf/� Signature Print Name Date eleased By l6ate ARCHIVE = APPLICANT ASSESSOR OTHER BLD20110202 CONDITIONS im 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. • PER E.A.: • Replace the brass fitting on the tail peace. • Per T.H.:Note added to site plan:2 trees required 1-front yard, 1-back yard. PERMIT FEES. 11/16/2011 Plumbing Permit Fee $217.00 $0.00 $217.00 11/16/2011 Mechanical Permit Fee $75.00 $0.00 $75.00 11/16/2011 Building Permit Fee(QTY: 1) $2,324.08 $0.00 $2,324.08 11/16/2011 Building Plan Check Fee(QTY: 1) $1,510.65 $0.00 $1,510.65 11/16/2011 State Building Code Surcharge(QTY: 1) $4.50 $0.00 $4.50 Total Due: $4,131.23 $0.00 $4,131.23 CALL FOR INSPECTIONS _ BUILDING/ENGINEERING/PARKSIUTILITIES/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 R a I el EV,20 ZJ FRR Engineering, Inc. �' 0 C T 14 2011 1 8609 76th Ave. W., Suite B _ Lynwood WA 98037-4149 COA PERMIT CENTER (425) 697-5108 � PERMIT C v Client: Encore Homes, Inc. Project Location: JVaries, Plan 2212 (0948...) 2-Story 1801 Grove Street, Unit B Desi n calculations are for is - Marysville, WA 98270 mph (3-sec. gust)wind exposure B_ topographic factor_ Kz#of 1:0 and 25 psf snow load. Do not use or (360) 659-1579 Phone de end upon these calculations for more severe wind exposure (360) 659-3394 Fax _ or snow loading. - Scope: Lateral &Vertical Design Code: 2009 IBC/ASCE 7-05 Lat. Des. Parameters: SDC & Site Class, D; (Ss): 1.25 Dead Loads: Roof& Ceiling load 15 psf Wind Exposure: B Floor load 10 psf Winds peed, V mph): 85 Exterior wall load 8 psf(surface area) Live Loads: Floor Load (psf): 40 Interior wall load 10 psf(floor area Snow Load (psf): 25 Attic Lim. Sto. ( sf): 20 I 1 Assumed Soil Values per 2009 IBC: Allow. Soil Bearing: 2000 psf(Contractor shall notify Engineer if testing indicates bearing capaci is lower than 2000 psi) Wind Design: Ps=k*lw*Ps30*Kzt (Simplified Wind Load Method, Sec. 6.4, Eq.6-1) Where;_ 7,, Adjustment Factor varies over height & exposure (Fig. 6-2) Iw= 1 Wind Importance Factor(Table 6-1) Ps30,Varies with roof pitch and building zone (Figure 6-2) Kzt= 1 To og. Factor(6.5.1, Fig. 6-4), equal to 1.0 for flat terrain Roo rise in 12' 6 Roo rise In 0 - Horizontal Pressures (Kzt not yet included) _ Horizontal Pressures (Kzt not yet included) A B C D A B C Ps30 14.4 2.3 10.4 2.4 Ps30 _ 11.5 D _ -5.9 7.6 -3.5 0-15' PS= 14.4 2.3 10.4 2.4 0-15' P8= 11.5 -5.9 7.6 -3.5 15'-20' P9 14.4 2.3 10.4 2.4 15'-20' Pe 11.5 -5.9 7.6 20`-25' P = 14.4 2.3 _ 10.4 -3.5 . _ 2.4 - 20'-25' P8= 11.5 -5.9 7.6 -3.5 25'-30' Ps= 14.4 2.3 10.4 2.4 25'-30' Ps= 11.5 -5.9 7.6 -3.5 - 30'-35' P8= 15.1 2.4 10.9 2.5 30'-35'P8= 12.1 -6.2 - 8 -3.7 35'-40' Pg 15.7 2.5 11.3 2.6 35'-40'P,= 12.5 -6.4 8.3 -3.8 Seismic Design: V=Cs*W (E uivalent Lateral Force Design per ASCE 7-05, Sec 12.8 Fa= 1 (Table 11.4-1) SDs= Des. Spectral Resp.Accel. Parameters(Sec. 1 . SpS = 0.833 (Eq. 11.4-3) 1 D=Site Classification (Section 11.4.2) E(• - IE = 1 (Table 11.5-1) Fa& Fv= Site Coeff. (Table 11.4-1 &11.4-2) J R = 6.5 (Table 12.2-1) V=Seismic Base Shear Eq. 12.8-1) , Cs = IE*Sos/R (Eq. 12.8-2) W= Effective Seismic Weight(Sec. 12.7.2) p = Redundancy Factor 11.0< p < 1.31 (Sec. 12.3.4.2) 89 � Therefore; V uk.= 0,128 W Q,n roNAL • �J 1 war Prepared by: JCM ,��II�FaS ¢ 1D��Shdl! Checked by: RKR Project Name: Plan 2212 (0948 ) Project No.: 11-02F 9/13/2011 Page 1 of • J"R,�,c Engineering, I��c. ENGINEERING & PLANNING SERVICES Project Name: 'PUA H ` .'M L. No.: �..wf�s.r?w.r.--wi >*��+w. .-w; rina-.,x•ee•-.erm.r•.y'[gr. - a. • t1 -1^+I..b OO.1Mr1IR {r wfwt••w^rw :41w, .l.vrwr•r..wa�:+�-..o.� _ .ww..d.w - a�F�s.+w..r+s.n I:�-.� .ru i .+.•tom.— ts -.....w•� _fit ..... _ _.. f.._q_ ',. t _ ._ti .��.t .� ,µ __ _..:•. ..» tro _.tir.,.:..� � — -—— '�w•. — ', ..�. �— - —; — mow—— �t ..:,,�,..,.i_.- ...r:.....c.•.w� ..sir. ...p/�..rew..wwr r•'.a(.. 10 ! Br ':p�a .��, Irs�je.sy TwN _Ir. ..i,_ ,� �'D i• .! i i '�! / rasMS ,may i 1 �!� 2600 YTvs L ��......s... ..4 ...T : t i.:.....' "�•� !-•....._• --�• � —1.�». «.ice.. -..�.w.•i.•IIH•v wM.` fw.a�-!••�r��'✓� � '' '� I V. wM1•}�'a.•... ...+rlw.fW�^�INII.IYM 11i. •' { t.i�l r..(.n..r..w�•vn.w�r:�w�.•nr.!.a �.r. na.w'ua•n ,4irrwciwrn.�...rw.•u.F•�— an.u.vrswr•v _. •__-'� :may� � ! � ._ .�......, •_._.>�_ �-- :"""!•. ., �— � ��-..�.»•''--� --i�'�' Qerrruev�uwiiu/tanateiseeren i � ;`; ".�" •'k'�"—�'�—=—r- -rr r•••.dws.;w wronn..lv+aw:^....+_.r...w1,w ly! �r.�r wNi e 'MNA1.-FRAM!NQ..,, '�a.r++w.sw.�u..nw.ni ,..swriw..imnJ. r...,.n.v►:... Designed Zcin Checked Date 1 Sheet Z of ENGINEERING & PLANNING SERVICES Project Name: No.: . -4. 1- PORGH nY US 6.1 vf is P 01 -HALL- VA w 40 f%i- r TOP's VFW- opt.low Am 16 i Y _44 -13 .. ..... S 4— b + f4 t.J tJ MAIN tLOOiR Designed- UM Checked P449 Date 111-4111 Sheet of 13 . ,�TR�c Engin eer�ng, lnc. ENGINEERING & PLANNING SERVICES Project Name:___ PL AA 4 'L^Lj'l No.: d.��..�-.J�Q��. v rh 'b ���-�'+�� !- ,, _��•_.���! .wr...a..ay...vwq�-.,..�. .....1..+...i. t....:...a�....,..,....i.�..� 1 � . 7+.1' inwJ.�..oir .i�..c:ws.�•r•�w.sew.ee�.s. W. i '1�yy�-- � i ,�T iJ I+M i! I�!•' ®� •V _ 1,' -. i P + i ` ... 10, � i1 ..;_.tt..�..._.._; .`.�__.�...�,�,% �•..li[5-(�,�:x•�-�c:' ��'�_=-�u!!h.��-���''` .._i; i f /i ' i S I i 1; � ,.wYwwl,+.rr I �a.R�w4�+++.+• .r.w �r.�.� � .,M.. pe� '- .�r.�.i.•sr-•�...r��+P�• 44 Designed SGM Checked PIKPI Date 1?, sheet_ of 15 ENGINEERING & PLANNING SERVICES Project Name: Pl-Ahl No.:— we IftA Dao|gnmd Checked Date Sheet__ -5___ _of__T3�___ ENGINEERING & PLANNING SERVICES Project Name: 1-i'M N 0.: Y v 4 dJ%qD -A 15 T I V ig I tom . ............... qq _J W too 6 Ti tl L T-F J_L__"Y_v fill F_ Vol WWI too", . ......... 4 It Designed Checked R Date_ol�3/11 Sheetsof Q crff?Xlr Engineering, Inc. ENGINEERING & PLANNINr, SERVICES Project Name: ' PLA No.: pt4p 4 f 16*7 1 1 T—, Tt d A. I t L OW rw n?v vu -T-T- F -TT7 Designed AGM Checked iL L Date-611 SA I Sheet 7 of 13 JArlic. ENGINEERING & PLANNING SERVICES Project Name:- No.: —LU 1 iv 2z 'S I i IT j, 0 wri t rb" I-J lot L lap -1-j A F ��'�"'''`'' .reo 1 FE SO -TTT L Designed XCAI Checked Date I/13-Al Sheet of Stud Wail Design (AS.D) (NDS 2005/2009 IBC) Try 2-2x6 HF #2 Next to Living Room 4-foot Windows (outer sides) b = 3 Fb = 2387 k= 1.0 d = 5.5 E = 1300000 c' = 0.8 S = 15.13 Kce = 0.3 SL = 25 A= 16.50 Fc* = 1645 DL = 15 0.5fc = 91.7 0.513 - ilk 13 fc = 133.3 P -;2Q fb = 1415 M* 3 0.5fb = 707 0.5M*= 10698 Eave Height= 17 ft le = 204 in FcE = 283.5 psi PC= 272.6 psi >fc OK Ww+ 0.5S (fc/F'c)^2+fb/(Fb(1-(fc/FcE)))= 0.99 < 1.0 OK 0.5Ww+S (fc/F'c)^2+fb/(Fb(1-(fc/FcE)))= 0.80 < 1.0 OK Note: M* = Moment due to wind(windward only) must be multiplied by w= 1.3 per 1605.3.2 M* =[(1.3*10.4 psf(0.73))*(5)*(17"2)118= 1783 ft-lb=21395 in lb P= (15+25)*(11)*(5) =2200/bs 0.5P= (15+2512)*(11)*(5) = 1513 lbs Values from AIDS 2005 Table 4A(HF, E=1.3x10^6 & DF, E=1.6x10^6) Where. Fb =Fb*C D*Cr*C F*C U (Cr= 1.35 in lieu of 1.15 per 2008 SDPWS Table 3.1.1.1) Fc*=Fc*CD*C F HF#2: Fb=Fb*C D*Cr*C F*C M Fb=850_psi(1.6)*(1.35)*(1.3)*(1.0) = 2387 psi Fc*= 1300 psi(1.15)*(1.10) = 1645 psi DF#2: Fb=Fb*CD*Cr*C F*C M Fb=900 psi(1.6)*(1.35)*(1.3)*(1.0) = 2527 psi Fc*= 1350 psi(1.15)*(1.10) = 1708 psi Designed by: JCM Checked by: RKR Project Name: Encore Homes Plan 2212 Project No.: 11-02F 9/13/2011 Sheet-.!L of J �R14c Ezigin eerlig, Inc. ENGINEERING & PLANNING SERVICES Project Name: pL,a.I•l '1.1.`�'L '�--L.aR� No.: 4�-0 I ' ( Ey � �I �;.`�� - ►� I� � .� IPA � t TT +• H i I I�4 9 I � I y t s k s R + + s '� OL kA r i , 'DI 4j i T--�...... ; !-y i ! 7-T 7I f is i Designed LTG _ Checked Date 9 1A.3Sheet off_ cTX?2-ic 10im ENGINEERING & PLANNING SERVICES Project Name: 1..41J -le),I-, No.: A -zLj -1 -2 V-1 iT—W 7 i W)D,� It 4 4-L J-- e 2A vv 7 its: 6 L170 +fs. X .�_._�._..: i r -fir---�1-?-��'5-�-�---�-..;�b.�`.y�...`{{� ,��'-dr''�.�+ � I r s T�-"�"_�..r--r'-a-•--�-- 141 4110 , 1 50 I I&S 4-: Wl r�.11 /* Designed x4m Checked NKPL Date 01/11/j.1 Sheet Of _ JRZ-.. E.ngi_neerZl2g'', 1.�1Cr ENGINEERING & PLANNING SERVICES Project Name: - PLA N T1 2— No.: !�l—Dom?-P TO— �� _� ��j � ► .�, t r 1 t� r _ I t E _ t • II L 1 1 I GiArlx f IL T It ► He 11 - lJ i, rl� m4A T 4f FM Jpr V%, Designed_--_._,TCIn Checked Date 3 Sheet�.of . ENGINEERING & PLANNING SERVICES Project Name: No.: I~62 .�£ tr ias r, ur �..wr�.s.w+ rr!.......f� "-P�^,••••�-�_-w..wsw,�«•.w1�.awvw «._ —••c--Fi--�'�----+:`� ''- 4 �'h � ' E - f�J if ._. .._.._. ....�-...-.,,w.......�r...a.�........I.q�.'�r.,.,yy....a A � fit �/�►��' ' - -..�..- --r.,..�:.-,.,...�.....�.1-......�. .._„ter._. .-...,. _ IIT ,n a /��.y/T/�! �—1• 1 � ` � i � __ t _ s ..._ _...� Designed TC-M Checked WI-IL Daj:e 111 Sheet__ __ -of _ BLD20110202 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 I BUILDING PERMIT PERMIT#: BLD20110202 OWNER: ENCORE HOMES INC-JOHNSON, DB STATUS:APPLIED r ADDRESS: 17830 81 ST DR NE,ARLINGTON BALANCE: $0.00 � �. ISSUED: CREATED: 10/21/2011 I SCREENS: Select Screen... FUNCTIONS: Select Permit Function... SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 2000 C-Building I CYOUNG 10/28/2011 0 Y N Assign Remove 2008 C-Community Development I BFECHT 10/28/2011 0 Y N Assign Remove http://coaweb2.arlington.local/PermitTrax/Module_Permits/Permits Permit/Permit_Revie... 10/24/2011 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 THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) ACCURATE,FULLY DIMENSIONED PLOT PLANS AND ONE(1) CROSS CONNECTION CONTROL SURVEY(if adding plumbing). TYPE OF PERMIT: (B Residential Addition ED Residential Alteration Also Including: ED Plumbing ED Mechanical ® -1 s f D� 0104790000( � 00 Project Address: Parcel ID#: Lot#: S4 Subdivision: Magnolia Meadows Project Description: New Single Family Residence Valuation Owner: Encore Homes,Inc. Phone Number: (360)659-1579 Address: 1801 Grove St.Unit B City: Marysville State: WA Zip Code: 98270 Contact Person:Keith Hoyer Phone Number: (360)659-1579 Cell Phone: (425)220-5223 Fax: (360)659-3394 E-mail: keith@encorehomesinc.com Address: same as owner City: State: Zip Code: Building Area(Sq Ft): let Floor: 1123 2nd Floor: 1089 3nd floor: Deck: Garage/Carport: L, I Basement: Project Valuation: Contractor: Encore Homes,Inc Phone Number: (360)659-1579 Address: 1801 Grove St.Unit B City: Marysville State: WA Zip Code: 98270 Contractor's License Number: ENCORHI914NS Expiration: 8/13 Plumbing Contractor*Soundview Plumbing Phone Number: (360)658-99005917 Address: 5917 195th St.N.E.3 City: Arlington State: WA Zip Code: 98223 Contractor's License Number: SoundVP033NF Expiration: Mechanical Contractor: 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 6in accordance with the laws, rules and regulation of the State of Washington. AA 9/26/„ RECEIVED pplicants Signature Date RECEIVED Keith Hoyer d C T 14 2011 Print Applicants Name CQA PERMIT FOR STAFF USE ONLY I l i av L Permd# Accepted By Amount Received Receipt# Date Received RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Number of Plumbing Fixtures (Including Rough Ins Accessory Main Unit#X Total Fixture Total Number Fixtures Plumbing Fixtures Dwelling Unit Residence Units Multiplier Bar Sink X 1.0 = 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 = 3 Laundry Sink X 1.5 = Lavatory(Bathroom Sink) 4 X 1.0 = 4 Shower(Stand Alone)Each Head 1 X 2.0 = 2 Water Closet(Toilet) 3 X 2.5 = 7.5 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture 35 Units Traps(other than above items) Column Totals 16 Estimated Project Valuation Building Square Footage 2212 1s` Floor 1123 2nd Floor 1089 3`d Floor Basement Deck Garage 614 Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: 80 feet. C. Difference in elevation between meter and highest fixture:.12' feet above meter or feet below meter D. Pressure in street main: S-1 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. '� i ,` 9/26/11 Aants 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 CROSS CONNECTION SURVEY FORM Forward to Utilities Division for Review Type of Residence: ❑ Single-Family ❑ Duplex ❑ Other The Rules and Regulations of the State of Washington Department of Health require that certain premises install backflow prevention assemblies(WAC 246.290.490). Backflow prevention assemblies shall be installed at any premise where, in the judgment of the City of Arlington Cross Control Specialist,the nature of activities on the premises may pose a hazard to the public water system. Type of Permit: (a New Residential ®Addition/Alteration Project Description:New Single Family Residence Project Address: 6 7 a3 o �1 -On A Parcel lD#: 0104790000 c'4 00 Owner: Encore Homes, Inc. Phone Number: (360)659-1579 Address 1801 Grove St. Unit B city: Marysville state: WA Zip Code: 98270 Contact Person: Keith Hoyer Phone Number: (360)659-1579 Cell Phone: (425)220-5223 Fax: (360)659-3394 -E-mail: keith@encorehomesinc.com Address: same as owner 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 System ❑ Swimming Pool ❑ Other Authorized Signature: / Date: 9/26/11 For Office Use Only Date Received: Survey Received By: Assembly Required: E] DCVA E] RPBA ❑ AVB E] Other RECEIVE Inspection Required: YES ❑ NO OCT 14 201f COA PERMIT C_EN R O ,r O Z (v ,q- (D al � H (N ai c� W Q O w� N U "r >` \ C U O F- \ LL9 "-' ccn N cu j -0 C 0 ca N LL >,"� d E = cD r� Uj O V d U O I O P X j, mom ao `� a�i � � �' �i � � Y NC E� . m P Ecr >+ O vLocU) (U U N U-0 _a N co Co v m it N N Co 0 p 0 (C Z 0 p ��, d d co Y d w +r 0 Y _ lj O "� N O N U cu C N C N U � O a� = c -0 -o °• c-., 0 O � e`a e� m � o c� O >. 6 = .Q m Y d y d cc c 3c� cn 3 � � � � oo ,cU) m � o 0. Cc W °rocnwv) 0da. �—W o � r� 0 Z rn O C p O o 0 i(V M 0 ._ +j O ' ti Z 4 W) cm r- ,cn —1 Q U. cq�"12 Z g M c N U')N V�..i M L co tm O ct� O to (a \ N co v) v a- 151 PDF Pad N w 6ui�red g'3 c� Agga aS `25' EOPvmt—j ��zcn ,£ Z co 2 m a eJ09 o ao O - 7 7 N Cr ,U >p r N Gov r o c� t 00 Q_ Wled P,Ao T— U > oiled S � N 0o O N L r � �- LL _ W o � � d o z � o t) w � ° < � C6 0 L o cc Lo jo Op 00 N r C ((p � N (n - OCT c co c U75 - Q a- O J Z5 a_ 10,02 MIN. 4" PERFORATED PIPE ROOF INFILTRATION TRENCH DRAIN ---------------------- ------ I I I ------------------------------- YARD DRAIN PLAN VIEW SOLID PIPE OR SECTIO DOWN N ROOF DRAIN GEOTEXTILE ON A TOP AND SIDES 4" PERFORATED PIPE 6" MIN 4" TEE 0. 111 2' MIN . WASHED ROCK 1 MIN PLUG WITH 1/2" 1 MIN 3/SHED 1/2" 1' MIN CENTERED HOLE \ FINE MESH YARD DRAIN OR CB 11 SCREEN SUMP W/SOLID LID 3' MIN MAX 100' 10' MIN A �= HIGH GROUNDWATER TABLE SECTION VIEW NOTES: GEOTEXTILE COMPACTED 1. TRENCHES SHALL BE A MINIMUM OF 10' FROM BACKFILL BUILDING, PROPERTY LINES, AND EASEMENTS. 2. THE FOLLOWING MINIMUM LENGTH (LINEAR FEET) 6' MIN PER 1,000 SQUARE FEET OF ROOF AREA BASED MIN. 4" ON SOIL TYPE MAY BE USED FOR SIZING I PERFORATED DOWNSPOUT INFILTRATION TRENCHES. I PIPE COURSE SAND & COBBLES 20 LF 2' MIN WASHED ROCK MEDIUM SAND 30 LF 1' MIN 3/4"-1 1/2- FINE SAND. LOAMY SAND 75 LF SANDY LOAM 125 LF LOAM 190 LF 3. MINIMUM SPACING BETWEEN ADJACENT TRENCH 2 WALLS MUST BE 6 FEET. 4. INFILTRATION TRENCHES SHALL NOT BE BUILT ON SECTION SLOPES GREATER THAN 25 PERCENT. 5. SLOPES GREATER THAN 25 PERCENT HAVE A MINIMUM SETBACK OF 50' FOR INFILTRATION TRENCHES. G�.�y O� ARMa fr L&K DEPARTMENT OF PUBLIC 110BHS STANDARD DETAIL lamw/m/2m STANDARD PLANS NUMBER warm RESIDENTIAL INFILTRATION TRENCH SD-14 �L1XG�0 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 •FAX(360)403 3418 Please use this checklist to ensure that all necessary information is provided for review of your project. One (1) completed Single Family Residential Building Permits Application _ ✓� Two (2) accurate fully dimensioned plot plans _ ✓� Two (2) sets of construction drawings Two (2) sets of engineered drawings and calculations (If required) Health Department approval of septic system Verification of Water and Sewer Availability from City of Marysville (if applicable) APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. 1 ' RESIDENTIAL PERMIT 14 SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all residential projects. 1. Building Plan Check Fee B. CODES The City of Arlington currently enforces the following: International Codes 1. 2009 International Building Code (IBC) 2. 2009 International Residential Code (IRC) 3. 2009 International Mechanical Code (IMC) 4. 2009 International Fuel Gas Code (IFGC) 5. 2009 International Fire Code (IFC) 6. 2009 Uniform Plumbing Code (UPC) 7. 2009 International Property Maintenance Code (IPMC) 8. 2003 Accessible & Usable Buildings and Facilities (ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56 & 51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 51-13 Washington State Ventilation and Indoor Air Quality Code 8. WAC 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. D. PLANS AND DRAWINGS Submit two (2) complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42" paper. All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible, with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction, that 2 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note: A separate submittal of plans is required for each building or structure. DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑✓ SITE PLAN — REQUIRED WITH ALL SUBMITTALS 1 Two (2) complete sets of plans on 8.5" X 11" paper which reflect all of the information noted in the Site Improvement and Drainage Plan Requirements for Residential Construction. B. ❑✓ FOUNDATION PLAN (Minimum '/41' 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 '/41' Scale) 1. Indicate the dimensions of all areas and the use of each room. Include fixed cabinet, counter or island facilities. 2. Show all roof, floor or deck joist size, spacing, direction, support, connections. Blocking, etc. 3. Show the location of exhaust fans, smoke detectors, hot water heater, heating units, plumbing fixtures and any other mechanical equipment. 4. Show the location of the attic and/or crawl space access. 5. Include all exterior decks on your floor plan, with necessary structural details and attachment to the house. 3 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Note! The 2009 International Residential Code requires smoke detectors at each level of the home and in all rooms that can be used for sleeping. All smoke alarms shall be listed and installed in accordance with the IRC and provisions of NFPA72. D. ❑✓ ARCHITECTURAL CROSS SECTIONS & DETAILS (Minimum '/4" Scale) 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. 0✓ ELEVATIONS 1. Show elevations views of each side of the structure; provide finished floor level for each floor. 2. Show existing and proposed grades. 3. Show the maximum building height. 4. Show the maximum site slope. 5. Show all roof overhangs and any chimney clearances from the roof. 4 ' RESIDENTIAL PERMIT 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. 1. ❑✓ 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 building permit does not include any mechanical, electrical or plumbing work. These permits are issued separately. These permits require a separate permit application. To ensure that you have the most current information, please contact the City of Arlington Permit Center at (360)403 3551 or by email to Permit Center. Applications delivered by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. i /, Signature: l Date: 9/26/11 Owner/Owner's Representative l Company: Encore Homes, Inc. Phone: (360)659-1579 6 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. 71 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 roe line of the lot. q P property rtY "w�l✓ 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 -C _7N20110055 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20110055 OWNER: ENCORE HOMES INC-JOHNSON, DB STATUS:APPLIED ADDRESS: 17830 81ST DR NE,ARLINGTON ISSUED: BALANCE: $0.00 CREATED: 10/19/2011 SCREENS: Select Screen... FUNCTIONS: Select Permit Function... - BLD REVIEWS PRINT ACID NEW SUMMARY REVI.• DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 1002 P-Engineering I MHAYES 10/21/2011 0 Y N Assign Remove 10 14 P-Public Works l LTAYLOR 10/21/2011 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA... 10/21/2011 0 Y N Assign Remove 2p00 C-Building I CYCLING 10/21/2011 0 Y N Assign Remove 2008 C-Community Development I BFECHT 10/21/2011 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 10/21/2011 0 Y N Assign Remove http://coaweb2.arlington.local/PermitTrax/Module_Permits/Permits_Permit/Permit_Revie... 10/19/2011 - RESIDENTIAL SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223• Phone(360)403 3551 • FAX(360)403 3418 ZONING VERIFICATION APPLICATION 72 hour turnaround Date: 9/26/11 -7 n U1 �1-79 0D0 6 8�60 Address: 1801 Grove St.Unit B L��� 8�j / 6 Af Plat: Magnolia Meadows Division 1,Phase 2 Owner/Applicant: Encore Homes, Inc. Signature: Verification of accuracy and agreement to follow the City of Arlington Municipal Code Phone: (h) 360659-1579 (C) (425)220-5223 1. Please check one: ❑✓ a. Single-family dwelling ✓ b. Duplex I] c.Addition [ZI d.Accessory structure 2. Proposed Dimensions: W) L) H) `35' Total SF) 3. Allowed Lot Coverage: Total Lot Size 4/59 SF x 35% = _2.)SSS VSF 4. Actual Lot Coverage: (SF of all structures) t 1 `) `I - (lot size) % (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? 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. 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