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17631 79TH DR NE_BLD20110266_2026
BUILDING INSPECTION REPORT Permit No. I I - D�L(9 Lv Address: _171Ie 25k -701-tk 6,(- ���rNGCO Contractor: ft, Owner: ElnCc::,0C_, 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 n Z Inspector: �. G. Date:: P'iy ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in - Q-Final ® Masonry ® Drainage ® Insulation ® Other: BUILDING INSPECTION REPORT c1►Y � Permit No. I t-b a to(P Chi l Address: 1-7& 3 1 D r- NE 7 o Contractor: F-sic om <INC'C Owner: En Cb Ire Date: oZ- WAPPROVAL 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 o Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: BUILDING INSPECTION REPORT G1t Y U�, Permit No. Address: ��Le -3 DI� br Contractor: � 1('b ���1N G��Z rp Owner: Date: — (Z—(ZZ 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: Gnu 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: txi'J CrJ p o o o -Aa 0 � N U) z N C� n O C� 0 O d z z � 00 v7 c ` (D ~' O °z z 0 C� d > z o U) � r tTI Pr C � � o cn0-4 d m C) z d H Z r d C z � d o Z r0 rD r) n 0 0 Fj o z rn Duct testing Calculator (New Construction) 121la f t-z-- House address or lot #. p&3l ?I.rA4 pgt{c ' �t1�n! Conditioned Floor Area: Z3QD Duct tester location: Ejp12— Pressure tap location: Ring (if applicable): Open 1 2 3 At Rough-in (Total Leakage) Test Method & Test2 Calculated Standard' CFM25 Target Air Handler Present 5 6 CFM25 per 100 sf of CFA .06 X _ CFA _< CFM25 Air Handler not Present S 04 X 4 CFM25 per 100 sf of CFA i - - - —CFA <_ CFM25 Post Construction Test Method & Test2 Calculated Standard' CFM25 Target Air Handler Present (Total Leakage) 08 X CFA 5 CFM25 5 8 CFM25 per 100 sf of CFA -- ---- Air Handler Present(Leakage to Exterior) 06 X CFA 5 CFM25 <_ 6 CFM25 per 100 sf of CFA -- —— 1. Test results must comply with onAbf 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 CFMso ((Q0SCFM50 X 0.055) _ (_ aCFA X 144)) = SLA 0.00030 SLA 7Z it by 1�Z SLA SLA = e t9DO'z Glossary Rough-In: After installation of the complete air distribution system but before installation of insulation and sheet rock. Allows for access to all duct seams and connections for re-evaluation of seal integrity if standard is not met in intitial test_ Post Construction: At or near final inspection. The home must be complete enough to pressurize the home to 25 pa Total Leakage: Aggregation of the entire systems duct leakage in a duct test. Leakage to Exterior: Aggregation of all duct system leaks to the exterior of the CFA in a duct test. CFA: Conditioned floor area CFM75: Cubic feet per minute of air leakage at 25 pascals of pressure CFM50: Cubic feet per minute of air leakage at 50 pascals of pressure Pascal(pa): Unit of pressure SLA: Specific leakage area 1 .1 a r JRR Engineering, Inc. RECEIVED 18609 76th Ave. W., Suite B DEC 16 2011 Lynnwood, WA 98037-4149 COA PERMIT CENTER (425) 697-5108 Client: Encore Homes, Inc. Protect Location: Varies, Plan 1551 with 3-Car O tion 1801 Grove Street, unit B Design calculations are for 85 mph (3-sec. gust)wind exposure B, Marysville,WA 98270 topographic factor, Kzt of 1.0 and 25 psf snow load. Do not use or 360)659-1579 Ph. de end upon these calculations for more severe wind ex osure 360)659-3394 Fax or snow loading. Scope: Lateral &Vertical Desi n 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 Windspeed, 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. (psf): 20 Assumed Soil Values per 2009 IBC: Soil Bearing: 2000 psf(Contractor shall notifyEngineer if testing indicates bearingcapacity is lower than 2000 psf) Wind Design: Ps=X*I,w*Ps34*ice (Simplified Wind Load Method, Sec. 6.4, Eq. 6-1) Where; x, Adjustment Factor varies over height& exposure(Fig. 6-2) Iw= 1 Wind Importance Factor(Table 6-1) Pa30,Varies with roof pitch and building zone (Figure 6-2) Kzt= 1 Topo . Factor(6.5.7, Fig. 6-4), equal to 1.0 for flat terrain Roof rise in 12 6 Roofrise in 12" : 0 Horizontal Pressures (Kzt not yet included) Horizontal Pressures (Kzt not yet included) A Bri C D A B C D Ps30 14.4 2.30.4 2.4 Ps30 11.5 -5.9 7.6 -3.5 0-15' PH 4 E�E 0.4 2.4 0-15' P$ 11.5 -59 7.6 -3.5 15`20' PS4 0.4 2.4 15'-20'PS 11.5 -5.9 7.6 -3.5 20'-25' Ps 14.4 2.3 0.4 2.4 20'-25'Ps 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'P,= 15.1 2.4 10.9 2.5 30'-35'P,= 12.1 -6.2 8 -3.7 35'-40'PS 15.7 2.5 11.3 2.6 35'-40'P,= 12.5 -6.4 8.3 -&8 Seismic Design: V= Cs*W (Equivalent Lateral Force Design per ASCE 7-05, Sec 12.8) Fa= 1 (Table 11.4-1) SoS= Des. Spectral Resp. Accel. Parameters (Sec. 1 SDS= 0.833 (Eq. 11.4-3) D= Site Classification(Section 11.4.2) K. IE= 1 (Table 11.5-1) Fa& Fv = Site Coeff. (Table 11.4-1 &11.4-2) Lr, R= 6.5 (Table 12.2-1) V= Seismic Base Shear(Eq. 12.8-1 Cs= le*SoS/R (Eq. 12.8-2) JW= Effective Seismic Weight(Sec. 12.7.2) p= Redundancy Factor[1.0< p< 1.3] (Sec. 12.3.4.2) 2 89 p �, Therefore; V= 0.128 W ' Kot Prepared by: JCM �CPf $ Checked by: R40A PERMIT CE14TER project Name: Plan 1551 Project No.: 10-02E 1/17/2011 Page 1 of .._ ,w r � A. ENGINEERING& PLANNING SERVICES Project Name: ELAW 1 51 - No.: LOAD- rD t'NoS ....: . ew > M� VAULTED 1 vo' 47 V]MLL j r PAO i_ HALL ' VAULTED' - - -y- Vim`,I•G"> .. � eoo oo" - - I 3 + ' { e 1 zrrzai•i C I I nTrc I KrithleDS RY ' ° VAULTED J MYER �e I � b t b No RASE s I x _ 1 t D vw zse A ---- h 1 i b aTr�aP�ocnAn e - ` 7 - I q -= - ---------- i I �6't '6� --- --�-- ------ -- SINP.SM2^ SUMP.LCE<(I)CA.tl&L To ! '•��-// VV STRAP TOT.PLKM Ia01*2 PO5T CON% rc' Designed .S`� Checked ` Date 17 lI Sheet Z of JR_. .L'nr��c�riaiy mac. ENGINEERING & PLANNING SERVICES Project Name:- I qml No.: 10—Q2jr �61T'F 4r ') r/t to %a�2�.:a:. t � C a/�x a�+ rDf4 C 4 ks�._:...zi►a . 6t0 X:i 2 ••� fps �,$�L 52/��` 3�}4D -r M Gl�IT V AL 06 x�z�} C$l��Cz�C4� �� t to�i C r6 D +- 201CT0 .07b 0 •C � p LIfvIE- W-O�� S� A.CTL - 1/4 Designed checked Date Sheet of f ENGINEERING&PLANNING SERVICES Prolect Name- �' = /7-0 + 16 = y'?) � 72 w 5°i3O 6 t,b) = °G 4012,^t f tJ�N�10#•l.�L F( ei IN6 hC. .I�.<<�6» (46wV. irr,16,) a VF- R I rJ6 ! Ma's' GF-tT144L D 4#a.417) Cowl PW16, G NlI r fr46 I-1N� Zvi v = 130Clio 1160 U- 3 &D k 167 Mq-b #lF 215 '' f 46 _ b K l VD Designed �Gh7 _ Checked Date 17 Sheet—!+ of i ENGINEERING & PLANNING SERVICES Project Name-- LA t4 5. No.; TO I I,rG!_ �=ULI.T4zU a5 d3R{r i -- - � �2a0��+ (4- �45� 401-L 4 -1-0 VL M = 660 �GT/A -� 3°�u►y�_.���,_ Wiz., ; � �r � ��o'�� C Lx6 H-r- -2 V = 4ao (515 76C> I� v 5-4-p in = i� �� � � API , < i�zsCh�� 4 � ? 0 tzz��J 2bo ESA) YaA l 7.4f _v4 Designed = TG rn Checked Date 7 Sheet 0 Of�_ ENGINEERING & PLANNING SERVICES Project Name:. -- _ iGi No. ,= �4a t a I6A 67 b7 470 ' �7 0144 0'1 ti / 15'74 -- -K 1 G, �p �� p 5�--S�. ��xt�r -C 4' ���► h4al Pts7 Spll-' c,,z �4o tto�til. -ib.0,9A 706 `4/1) z l/JO � 4 X 0 4fci-L MA,m ON 4x4 Pm tJLr-#-"L 0- Designed J'Gi�1 Checked Date t r f Sheet- 6-Of- JRl .En,�rieerfng, . nc. ENGINEERING & PLANNING SERVICES Project Name: La:j 1 15 S I _ No.:_ Z2 . a e �Io r 1 . 6d'�tC 1 N r --- `v z Z Ica Z _ 3 I J. VWwrD V= 14- s �,o USG ' PD 'AA Designed R) Checked W-- Date f 1? Sheet of i i JRI En�,�z2eer�rig, _ rtc. ENGINEERING & PLANNING SERVICES Prolect Name:-PLAW ISSl No.: I C—D1 s f V — 3UG5 r n _ oar MoT c.P r p6 ( tJk1rPr �'i tbDf' .1�LF .. QS .� AJ / S� .. i V Orj, f-ft7rce-M Lt OE 2 _:lr' = oaf u t < 23 b fy, j)—z I� S� ti7 f2� �. 2f � c.ft- r6 HA- 5O"/f UP t:t FT- � 214 ��� � {`►1'�� !'�l'�5� f` S $ =1..-64,k&v,(�2 . � •.r `i^i �7J. 'l./M nr I V�• ✓� I/Y / r� _I y { Designed Checked fij,--. Date 1 f Sheet 6 of Permit Review Details PtrRMIT -R1 : Permit: ZON20110075 1002 Complete? Y 01/04/2012 MHAYES 45 The permanent planting easement/tree mitigation requirements are applicable on all lots in Y Division II.Please refer to the attached mitigation agreement for all required conditions. Total Time: 45 1014 Complete? Y 01/04/2012 LTAYLOR 5 No comments Y Total Time: 5 1016 Complete? Y 01/04/2012 LPETERSON 5 no comments Y Total Time: 5 1020 Complete? Y 01/03/2012 FRAPELYEA 5 No comments Y Total Time: 5 1026 Complete? Y 12/30/2011 RSHEPARD 0 no comments Y Total Time: 0 1028 Complete? Y 12/30/2011 EANDERSON 10 Can you ask them to only mark one box as indicated.As in SFR,Duplex,Addition,ect. Y Replace the brass fitting on the tail peace. Total Time: 10 2000 Complete? Y 01/12/2012 CYCLING 0 No issues Y Total Time: 0 2008 Complete? Y 01/05/2012 BFECHT 30 email sent 01/04/2012,to Keith Hoyer regarding planting agreement from previous significant N tree violation to contact Marc H.for meeting to discuss planting requirements. He has not responded to Marc as of today. 01/06/2012 BFECHT 10 transfered e.a.comment to conditions on building permit. N 01/12/2012 BFECHT 30 cy review complete ready to issue. Y Total Time: 70 2012 Complete? Y 01/04/2012 BBLAKE 5 See special conditions per drawing that Marc Hayes provided.There is a set-back to protect Y existing stumps from previous significant tree violation. Total Time: 5 2014 Complete? Y 01/03/2012 THALL 5 No issues. Y Total Time: 5 Total Reviews: 12 Total Time: 150 1/12/2012 12:52:23 PM Page 1 of 1 BLD20110266 (PT-LIVE) - Perrr 7rax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT#: BLD20110266 OWNER: ENCORE HOMES INC-JOHNSON, DB STATUS: ISSUED ADDRESS: 17631 79TH DR NE,ARLINGTON BALANCE: $0.00 5} ISSUED: 1/12/2012 CREATED: 12/29/2011 SCREENS: Select Screen... L] FUNCTIONS: Select Permit Function... • SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVIE... DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 2000 C-Building I CYOUNG 3/14/2012 3/7/2012 2 Y N Assign Remove 2008 C-Community Development I BFECHT 3/14/2012 1/12/2012 1 Y Y Assign Remove https://coapermits.arlington.local/PermitTrax/Module_Permits/Permits_Permit/Permit Revi... 3/7/2012 _ � 1 . � ,. i I C, Y O� VOLUNTARY COMPLIANCE AGREEMENT .� Community Development, Code Enforcement �L IN G,l�O I Quilceda Land Group Inc. residing, operating a business or owning the property located at 17625 79"'Ave. N.E.Arlington (address)APN: 310523-004-014-00 & 310523-004-014-01 (legal description) have been notified by the City of Arlington that a violation of Arlington Municipal Code Title 20 (specific code sections are included within the Notice of Violation) has occurred or is occurring at the above described property. The following corrective action must be taken in order to abate this violation: 1. In addition to the requirements of the Tree Mitigation Planting Plan submitted by Higa — Burkholder Associates,LLC the following changes shall be required. a. Note11 of the landscape Planting Notes shall read —All trees are guaranteed to survive for one year from date of planting. b. Note 12 - Planting easement delineation and language as follows shall be placed upon the recorded plat map. "A permanent 15-foot Tree Retention Easement shall be located along the perimeter of each lot, which shall be left permanently undisturbed in a substantially natural state. No clearing, grading, filling, building construction or placement, or road construction of any kind shall occur except removal of hazardous trees Any removal of hazardous trees shall be done in accordance with the significant tree protection and retention rules per the City of Arlington Land Use Code and in coordination with the Natural Resources Manager." c. All trees utilized in the restoration shall be a minimum of 3" caliper at a planting ratio no less than 3 :1. d. Replace Acer Circinatum (vine maple) with Acer Macrophyllum (big leaf maple): e. Provide a permanent no-maintenance fence around the perimeter of the permanent planting easements. Approval of materials required by the City. f. The stumps from the harvested trees, as identified in the tree retention plan as #2, #12, #13, #15 and #20 shall remain untouched and retained permanently. g. Minor changes agreeable to the City may be made by consultants in the implementation of the tree mitigation plan. 2. Per AMC Chapter 20.80 Section 20.80.450 — Violation Assessment and Section 20.80.455—Fines, an assessment worksheet was completed to establish the appropriate fines for the subject violation. A penalty assessment of$ 22,000.00 was derived from the worksheet (worksheet is attached). The City will allow the Penalty Assessment ($ 22,000.00)to be utilized for the mitigation of the subject violation (materials and installation only) except for the $ 8,000.00 penalty for the candidate trees (see condition # 3), which will be allocated to the City's tree program. 3. Per the Tree Condition Report submitted by Cricklewood Consultants, there were four candidates for long-term retention and four for short term retention (these four should have been at the City's discretion). Therefore eight trees shall be subject to the $ 1,000.00 per each violation. 8 X$ 1,000.00 = $ 8,000.00 4. All timber harvested upon subject property shall be utilized in the wetland restoration of the plat of Magnolia Meadows. 5. All conditions within this agi-ement shall be completed to the satisfG on of the City prior to the approval and recordation of final plat for Magnolia Meadows Division II. Should the violation not be corrected by completing the specified corrective action within the specified time, I acknowledge I will be subject but not limited to fines and penalties, criminal prosecution, civil injunction, administrative abatement, civil penalties, revocation of business license, revocation of permits, recordation of the Notice of Violation and withholding of future permitG. Should the violation not be corrected by completing the specified corrective action within the specified time, I agree that the City of Arlington may abate the violation and recover any costs and expenses incurred in abating the violation. By signing this Voluntary Correction Agreement, I waive the right to an appeal of the required corrective action, and agree to the terms and conditions contained herein. OWNERSHIP CERTIFICATION do hereby certify that I am the major property owner or an officer of the corporation owning the subject property and that I will abide by any requirements and conditions that be part of this a r eement. '-) C��C'�� 7, Property owner/officer's signature (must be notarized) Corporation name, if officer: STATE OF WASHINGTON ) ) ss COUNTY OF SNOHOMISH ) On this, the day of 0�,� "�' 20 �S, before me personally appeared 1 f a IL.ha\,i known to me to be the same person whose name is subscribed to the within instrument and acknowledged that he/she voluntarily executed the same for the purpose therein contained. IN WITNESS WHEREOF, I hereunto set my hand and offci I. M�RoF4�_�4� U �, - Notary Public irl and for the State of Washington residing at trYL�fG"T�l,�/f Z�S to�►y,,+ �sv` `�0' My appointment expires -2 9 OJT �� 9j► ++�,,� 29-fl, � OP r���lilht�•'. CITY OF ARLINGTON 238 N.OLYMPIC AvE.-ARLINGTON,WA 98223 PHONE:(360)403-3551 BUILDING PERMIT Address:17631 79TH DR NF,ARLINGTON Permit#:BLD2 0110266 Parcel#:01107700001100 Valuation:$265,000.00 OWNER APPLICANT CONTRACTOR ENCORE HOMES INC ENCORE HOMES INC ENCORE HOMES INC DB JOHNSON DB JOHNSON DB JOHNSON 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 PLUMBING CONTRACTOR NIMIANICAL CONTRACTOR SOUNDVIEW PLUMBING ENCORE HOMES,INC SOUNDVIEW PLUMBING KEITH HOYER 5917 195TH ST NE#3 1801 GROVE STREET,UNIT B ARLINGTON,WA 98223 MARYSVILLE,WA 98270 Lie#:SOUNDVP033NF Exp:6/13/2013 Lie#:ENCORHI914NS Exp:8/10/2013 JOBDESCRIP'I'ION Single Family Residence PERMIT TYPE: Commercial PERMIT GROUP: Single Family Residence New STORIES: 1 CONST TYPE: V-B DWELLINGUNITS: 1 OCCGROUP: R-3 CODE: 2009 IRC OCC LOAD: N/A ff r 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.IBC110/IRCI 10. 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 rlington#3101. ke4 3h],Z/ ,Z. nature Print Name Dale Released By Dat REVISED ARCHIVE APPLICANT = ASSESSOR OTFIER BLD20110266 CONDrrfONS 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. • PERM.H. • Must Comply with Plat Conditions.See attached conditions. • Planting Easement required,contact Marc Hayes for questions 360 403-3457. • The conditions and protection of the planting easement must be in place prior to Certificate of Occupancy. • PER E.A:WATER • Replace the brass fitting on the tail peace. Pl!RMITFEES Date Description Fee Amount Paid Balance Due 1/12/2012 Plumbing Permit Fee $193.00 ($193.00) $0.00 1/12/2012 Mechanical Permit Fee $55.00 ($55.00) $0.00 1/12/2012 Building Permit Fee(QTY-1) $1,811.10 ($1,811.10) $0.00 1/12/2012 Building Plan Check Fee(QTY.1) $1,177.22 ($1,177.22) $0.00 1/12/2012 State Building Code Surcharge(QTY.1) $4.50 ($4.50) $0.00 3/8/2012 Building Permit-Other Fees(QTY.1) $1,061.73 $0.00 $1,061.73 Total Due: $4,302.55 ($3,240.82) $1,061.73 CALL FOR INS P ECrIONS BULLDING/INGIMMMG/PARI[ S/UlUfffIES/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 andPhone Number,Date Prefereed,and whether you prefer morning or afternoon. • None Revised Plans for Magnolia Meadows Division II Fee Adjustment based on Valuation 1763179t' DR—20110266 Revised Plan 2390 with 424sf garage: 2390 X 103.92 = 248K 424 X 39.44 = 17K Total Valuation = $265K Permit = $2,457.30 Review = $1,597.25 Total = $4,054.55 Original Valuation on Plan 1551 with 392sf garage: Total Valuation = 175K Permit = $1,811.10 Review = $1,177.22 State Surcharge = $4.50 Total = $2,992.82 with plumbing and mechanical Balance owed = $4,054.55 - $2,992.82 = $1,061.73 S ,., , RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 •Phone(360) 403 3551 • FAX(360)403 3418 THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) ACCURATE,FULLY DIMENSIONED PLOT PLANS AND ONE(1) CROSS CONNECTION CONTROL SURVEY(if adding plumbing). TYPE OF PERMIT: ED Residential Addition ED Residential Alteration Also Including: ED Plumbing (ED Mechanical Project Address: C —70)41 i�- N, C—° Parcel ID#: 01107700001�00 Lot#: ,\ 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): 1 st Floor: 1331 2nd Floor: 1059 3rd floor: Deck: Garage/Carport: ��-`) Basement Project Valuation_ Contractor: Encore Homes,Inc Phone Number: (360)659-1579 1801 Grove St.Unit B Marysville WA 98270 Address: City: State: Zip Code: 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 be in accordance with the laws,rules and regulation of the State of Washington. 9/26/11Tr� � ' ® jp icants Signature Date Keith Hoyer J MAR 0 7 2012 Print Applicants Name Cos%PIE-RIM VI CENTER FOR STAFF USE ONLY REVISED Permit# Accepted By Amount Received Receipt# Date Received � �'1 1 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 Number of Plumbing Fixtures (including Rough Ins Plumbing Fixtures Accessory Main Unit#X Total Fixture Total Number Fixtures Dwelling Unit Residence Multiplier Units 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 3rJ Units Traps(other than above items) Column Totals 16 Estimated Project Valuation Building Square Footage 2390 1't Floor 1331 2nd Floor 1059 3ro Floor Basement Deck Garage 429/659 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: 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 b 'in accordance with the laws, rules and regulation of the State of Washington. 9/26/11 p icants Signature Date 8 -- � ' � / � - - ~ - ~ - _____ __ __ __ �___ __ _ . - | � - �� ° . ~ - ` ' z� " .. ^ ' 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: 0 New Residential ®Addition/Alteration Project Description:New Single Family Residence Project Address: 1163 '1`�"% �r , /U C, Parcel ID#: 0110770000 l( 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 same as owner Address: City: State- Zip Code: Appliances permanently connected to water service may require Cross-Connection-Control (check all that apply) ❑ Fire Sprinkler System ❑ Medical Equipment ❑ Lawn Sprinkler System ❑ Livestock Drinking Tanks ❑ Decorative Pond/Fountain ❑ Private Well ❑ Hot Tub ❑ Re-circulating Heating System ❑ SwimmingfooI ❑ Other Authorized Signature: Date: 9/26/11 For Office Use Only, Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other Inspection Required: YES ❑ NO ❑ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ •l: 1 Lcm% JA r�-*I 13 ALP : o J011 CWdOW 11101INEENIENNEEN 0 0 NO 0 = t � J m u I 7 i iiiiiINEEY ■ 'i`' _ lJm . ` ii - _ � ■ . _ ■ ■ lImff3IvlID;lI �Wl I TI 1 9% I-A -irrt ■•r .ail ml L•A-i?Fm ■ ■ ■ ■ ■ ME ■ ■ MOM MEN T�Tr T� 77 111111111 r■ 1 9U 7 T fir 16 -lRr■7 • ■7 �111E n ` �•171■ `- J • ' � ii ` t ■ 1 �M I J ■ ■ =M mmmllmm1■IJ7i ■ mom J L` ' ■ • =I NO 1• _ ■ ■ ■ ■ MENE • mormomm6-;b6WaJqM—: qro' . Wi "7iJ i `'. i ` 7 1 Z! ME _ ■ � - - - - . - . - - - ■ ■ _ r s - - EIINNE NE mom No . . . . . . . 1 . . NO ■ ■ ■ ■ T •■1 1 ■, 1• i mom 1• ■ ■ ■ ■ ■ ■ _ ■ 1• r•JT 1T ■ ■ MEN `_ • _ ■ I _ ■ ■ — _ 1 — 7ME m NO ■ ■ ■ ■ ■ No No No Jmom ` — No No ■ NOME MEN 0 0 r 1■■` ■ _ ■ . . ■ NO _ . . _ ■ 0 J : 0 0 1• RESIDENTIAL "4P 1 SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223•Phone(360)403 3551 • FAX(360)403 3418 ZONING VERIFICATION APPLICATION 72 hour turnaround Date: 9/26/11 Address: 1801 Grove St.Unit B Plat: Magnolia Meadows Division 1,Phase 2 Owner/Applicant: Encore Homes, Inc. Signature: 2 Verification of accuracy and agreement to follow the City of Arlington Municipal Code Phone: (h) 360 659-1579 (C) (425)220-5223 1. Please check one: ✓❑ a. Single-family dwelling ✓❑ b. Duplex c.Addition [ZI d.Accessory structure 2. Proposed Dimensions: W) L) H) <35' Total SF) 3. Allowed Lot Coverage: Total Lot Size SF x 35% = SF 4. Actual Lot Coverage: (SF of all structures) 1796 - (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. Describe Proposal (include cross street): New Single Family Residence OFFICIAL USE ONLY PROPERTY ZONED APPROVED F-1 _ DENIED _ DATE INT MA� 0 7-�012 COA PER` V"'CENTER Euvo I S E D n RESIDENTIAL MECHANICAL PERMIT APPLICATION Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 •Phone(360)403 3551 • FAX(360)403 3418 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2)SETS OF SPECIFICATION SHEETS AND TWO(2)SETS OF WASHINGTON STATE ENERGY CODE(if applicable). Project Valuation Project Address_���;�J� '' ��. /U• �. Parcel ID#: 0110770000_ 00 Lot#: 1` Subdivision: Magnolia Meadows Project Description: New Single Family Residence Owner: Encore Homes,Inc. Phone Number: (360)659-1579 Address: 1601 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. Please List quantity of fixtures below: + FURNACE UP TO 100K BTU CLOTHES DRYER GAS OUTLETS FURNACE OVER 100K FLOOR FURNACE SUSPENDED HTR/UNIT HTR BOILER UP TO 3 HP APPLIANCE REPAIR SOLID-FUEL APPLIANCE BOILER UP TO 4-15 HP AIR HANDLING UP TO 10K CFM FIREPLACE INSERT BOILER UP TO 16-30 HP AIR HANDLING OVER 10K CFM VENTILATION SYSTEM HEAT PUMP s VENTILATION FANS OTHER + VENT HOOD DOMESTIC INCINERATOR ALL OTHER UNITS FREESTANDING STOVE Contractor: Encore Homes,Inc Phone Number: (360)659-1579 Address: 1601 Grove St.Unit B City: Marysville State: wA Zip Code: 98270 Contractor's License Number: Expiration:E13 I hereby certify that the abov information is correct and that the construction on, and the occupancy and the use of the above- described property ill be in ccordance with the laws,rules and regulation of the State of Washington. 9/26/11 A 'plicants Signature Date �,� Keith Hoyer � CEIV.4 D Print Applicants Name MAR 0 7 2012 C04"R PERMIT FOR STAFF USE ONLY REVISL Permit# Accepted By Amount Received Receipt# Date Received 2010 CJY I u:� .. i � � �r 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. /acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. '�Signature: Date: 9/26/11 O r/Owner's Representative Company: ^�'� t�loMtsin �� Phone: (360)659-1579 6 - - -C - - - - _ _ - _ _ - - - _ - _ _ - - - - -- - BLD20110266 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT#: BLD20110266 f1 � OWNER: ENCORE HOMES INC-JOHNSON, DB STATUS: ISSUED ADDRESS: 17631 79TH DR NE,ARLINGTON j f BALANCE: $0.00 ISSUED: 1/12/2012 CREATED: 12/29/2011 t , � SCREENS: Select Screen... - FUNCTIONS:FSelect Permit Function... SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVIE... DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 2000 C-Building I CYOUNG 3/14/2012 3/7/2012 2 Y N Assign Remove 2008 C-Community Development I BFECHT 3/14/2012 1/12/2012 1 Y Y Assign Remove RENVISED https:Hcoapermits.arlington.local/PermitTrax/Module_Permits/Permits Permit/Permit Revi... 3/7/2012 _,. - . .-- - - - - - - - - - 'mot - - - - - - ----� - - - - - - - - i- �' �� I Site Information: Impervioir-"surface: 17631 79 Dr. N.E. House w/O.H.: Sq. Ft. Arlington, WA Driveway/Walkway: Sq. Ft. Parcel #: 01107700001100 Total: Sq. Ft. Unit Size: 7,906 SY Legal: Magnolia Meadows, Div2, Lot 11 Notes: Job #: 1. Downspouts to plat system Plan: 2. Stockpile to be covered within 24 hours. 3. Entire site to be disturbed 4. Silt Fence as needed 5. Denuded soils to be straw covered. N 6. Armored Construction Entrance. 7. Parking pad concrete /driveway gravel 0 ft. 12 ft. 20 ft. 40 ft. Setback Notes: Front Setback 20' Driveway length 22' Side / Rear Setback 5' Ht. 35' No Overhangs in Easement Areas Rebar Set 1' from actual Corner U.N.O A� (true corner closer to road) 134.07' (Corner to Corner) 66.45' 1 go 67.61, b A I W I 44' I I z I A CA 20' N O C i 0 o �.LCD In T N 2�7 @ cco 06 1 �ca CDIImi l r) �-- CD 25'5" D CD 64'6" I � I I I I 134.02' MAR 0 7 2012 S R 1 r �- LOT 11 C0A PERMIT CE' t ER 7,906 SQ. FT. Encore Homes, Inc 1801 Grove St. Unit B Marysville, WA 98270 (360) 659-1579 Contact: Keith Hoyer J �� I I I � T t����yy cCVE ® JRR Engineering, .Inc , MAR 7 t 18609 76th Ave. W., Suite B 5 d� ` i°� s r . i Lynnwood, WA 98037-4149 . BOA► ' I A &Z v zl(a a (425) 697-6108 aZD/JD Client: Encore Homes, Inc. Project Location: Varies Plan#2390 (0924...)2-Story 1801 Grove Street, Unit B Design calculations are for 85 mph 3-sec.gust wind exposure B, Marysville, WA 98270 topographic factor, Kzt of 1.0 and 25 psf snow load. Do not use or 360) 659-1579 Ph. depend upon these calculations for more severe wind exposure (360) 659-3394 Fax or snow loading. Scope: Lateral &Vertical Design ^ Code: 12009 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 I _ Winds peed, V(imph); 85 Exterior wall load 8 psf(surface area) Live Loads: Floor Load ( sf): 40 Interior wall load 10 psf(floor area Snow Load (psf): 25 Attic Lim. Sto. (psf): 20 Assumed Soil Values per IBC 2009: Soil Bearing: 2000 psf(Contractor shall noti En ineer if testing indicates bearing capacity is lower than 2000 pso Wind Design: Ps=X*lw*P,3o*Kzt (Simplified Wind Load Method, Sec. 6.4, Eq. 6-1) Where; X, Adjustment Factor varies over height&exposure (Fig, 6-2) Iw= 1 1 Wind importance Factor (Table 6-1 Pa3%Varies with roof pitch and building zone(Figure 6-2) Kzt= 1 Topog. Factor 6.5.7, Fig. 64), equal to 1.0 for flat terrain Roof nse in 1' •• : 6 I Roof rise In 12' : 0 " Horizontal Pressures (Kzt not yet Included) Horizontal Pressures (Kzt not yet Included) A B C D A B C D Ps30 14.4 2.3 10.4 2.4 Ps30 11.5 -5.9 7.6 -3.5 0-15' P,, 14.4 2.3 10.4 2.4 0-15' Pa 11.5 -5.9 7.6 -3.5 _ 15'-20'P$ 14.4 2.3 10.4 2.4 15'-20' PB 11.5 -5.9 7.6 -3.5 20'-25' Ps 14.4 2.3 10.4 2.4 20'-25' PB 11.5 -5.9 7.6 -3.5 25'-30' P8 14.4 2.3 10.4 2.4 25'-30' P,= 11.5 -5.9 7.6 -3.5 30'-35'Ps 15.1 2.4 10.9 2.5 30'-35' P.= 12.1 -6.2 8 -3.7 35'-40' Pa 15.7 2.5 11.3 2.6 35'-40' PB 12.5 -6.4 8.3 -3.8 Seismic Design: V= Cs*W Equivalent Lateral Force Design per ASCE 7-05, Sec 12.8) Fa= 1 (Table 11.4-1) Sos= Des. Spectral Resp.Accel. Parameters(Sec. 11.4,, Sos=1 0.833 (Eq. 11.4-3) D= Site Classification (Section 11.4.2) 60 le= 1 (Table 11.5-1) Fa&Fv = Site Coeff. (Table 11.4-1 &11.4-2 _ R= 6.5 Table 12.2-1) V= Seismic Base Shear Eq. 12.8-1) Cs= IE*Sos/R (Eq. 12.8-2) 1 W= Effective Seismic Weight(Sec. 12.7. I p = Redundancy Factor(1.0 < p < U1 (Sec. 12.3.4.2) 1 A k _ Therefore; EV�uE-LEO.128 Sj�NALy�1 �0�27��10 Prepared by: JCM m4 pl PZ5% 10/7-5/2001 Checked by: RKR Project Name: Plan 2390 (0924...) Project No.: 10-02Y 10/12/2010 Page 1 of 14- �" N . J'RR -Engineering, Inc. ENGINEERING & PLANNING SERVICES Project Name: L,dt I D No.: 4 : 40 ti UK Designed .T _ Checked - Date Sheet 2 of1_ i + �TRR Eng�neer�Fng, Inc. ENGINEERING & PLANNING SERVICES Project Name: PLA. I-A- i i — No.: �b-01Y g ci M 2 y -CI r, - 410 _ � Z m �_ ►- -= - - Designed .TCM Checked_ FLKPL Date 10 -k Sheet s of 4 I �TRR Lng�neerig, Inc. ENGINEERING & PLANNING SERVICES Project Name: PLAW'Lt 412 No.: #0—bl`f rE I 0�o I.t '1. Gt i - ` D ii ik �+� = q I > 4-.14-4 (&J x 0i`I-) . 1v► C -��Cah� L,4`( .t4b) t 144 3:b1+ f'D,:4 � 44� 131b� � �►v3 GI K, Y N)IIJ� mw� f fivPyi✓�. ; v"" t L' 140;'-U+44 -_11M . _ bID� f1 {,x3t-5 4 V _ � ���-� ��x q) + to . . 101. 4o ono +A 1{.?D .. _ Designed J'GN�_ Checked Date fn ,�n Sheet_ _."+__off i ��, i . JRR Engin serf ng, Inc. ENGINEERING & PLANNING SERVICES Project Name: pI *P 1141_M14 No.: io-oli Y .� I LATFER L\ 5M5M1Ci u�P �o (Zgx :aa> + ! 5 *A-1,51-O�a f )owns (Ia*okltj 11) Y1�DTI GAR.: . l:.D� A�6TW�N., 5�J5► .1.-1Y4D VufpMR 0.1I'LIP �70. = 350.. .. I�K R AI N 4y tx Si�S -v�P�R t�r:ca=sr 17 o 4 < �-3 �3s0 0 K p :I<Y 11�1610N,,f x 1D �►1 . U�r �S I-.IMLO Ua ,` �J 5 3: r 1 i 16 7 5 (419/t.gfls� 1 i V. 440/141V + 1b75 = 'S 7b W 3 , V (5s��ko) t 1675 Designed Checked Date rO 14 0 Sheet 5 ofr! i JRR E�ngli eerlrig, Inc. ENGINEERING & PLANNING SERVICES Project Name: P LA W 1!- 'L'ladf) (Oq 14. No.: tD-Oly �...L ] U oY .n1RNirk IS � " PLIT1C � fy17:irl..NQr_(,,f4 >w � U' �? 45 0 �'l� tt�t �, Gate,. FM6, GONV�N'71mN I: p-,atAO6 0,A4�lN14 6. .�CONV °F b� : 0 � PIT LINE bolT ?2 +rO-L v .41 b Uw TDB S . �~z SOBS q�5 15�d�� 23p IPA .� Lf�.N C�i L ,° �' �rT'i jvb�t'il�if• 4 MS FW, to 64,_TVP PL Designed rcm Checked FLKP. Date f0 4&0 Sheet 6 off_ - - - i �� x . �TRR -Eng�ineerfng, Inc. ENGINEERING & PLANNING SERVICES Project Name: ?LA - 1. ®q 1 , ,,� No.: lw fp 6190-* VS 70 UWz 6 �5/ 5 t�k►5#3+754,4114-41 = .�47�i►+ 70 vs '� 36�0.�1 Q _ A ' �/w = 45 �-w ... 14 5 .�3�ti5-F 06 .t 9 Zf4 . . �-42 I < 350''/ Us I• A = : 3 Sr7 /Z. �ZS II 'LA'7 � / )V Y.A B, 2660 77 b Dflo �,ti.Vtr pp-, --� v :►ter= 2+2 CEO = rq 3 6 giros ; 5rwa`� ON 6-ING 4T116Tk 'l. LC�SI4�RI N6 ► D 'CB IZ Designed 4G tj Checked RkIZ Date Sheet 7 off_ " 1 JRR Engineering, Inc. ENGINEERING & PLANNING SERVICES Project Name: 0 No.: tie) Q1*-e_ - e � ire .. .. .... ., •.. ` ..: ..;. ;; .. x.- btu- :i(-5+F5) "' + 40 - s �U*/ar �" i i 1 ® PFt1-�{zr 6 /rL0 RFC 74 5 61,11+14)2"=''I.A3a Tt r 5Q��1?�4 .... ID Dfc#,�.... F2»p r G 1. IgA WA z V' � bf� -� � ��,� -'. :1.5�.5�.•. � � 1.0(.d�S�I�►�� � zsoou . blti C`g��1� �905�rr�► ..�.�Ix7��1�.15) � 1.,�� '� . GN-K I!�1( F. tl�!`' ! PADS .. A-�RI ��iL�r►�t._.—fit`> . ter (io-i-io� 14/1- -t 60 466 °R.=v M b6a C 6,5)"/ = 4�i5' z (�76s) : fi b'' • �.-'�acj b D��t-2 Designed 3'GM _ Checked Date 1.4fab Sheet of—A4--- _ r . �TR.R Eng�a�neer�ig, Inc. ENGINEERING & PLANNING SERVICES Project Name: p g.IJ `L30j��MIA , , L) No.• G �� 3 - I.q2, NTF, �j�6, t,U'dR57 C i V - b60 qq0 (6- � f , - ter,:�ar�•i�",r ,?s _ ,.. - , __ _.._s,____-• - =;�:145" _ i �,�,'�•145� �,t fern,��Dry t'�u,��� 171 T 6143 �: J�za. L�?4i? ll t 5�C'����?. 1)+ 3,h 640 1 fin, ;bFf i SPWV DPI.,<TST, L V= 7445 �13 Ir1�j7130.M: � fWS'� '14F —V4 Designed JGi� _ Checked_ Date lb Zl_.e+1pD Sheet _ofT_ i i JRR Eng�neerfn�', Inc. ENGINEERING & PLANNING SERVICES Project Name: P�,41J 't,'��-1.Dalz4 �� No.: JL Pf 5g8b J Ni1440 �4Pshb ,r1 r�'1.i"s I + �s(Il}�1��2�61�Y61 3:x tiP n 1'Z PEI 5 'GAF 4� � ��, I a( a � � z�is6)(it�� •�x„6-ISe;���114x11?1 t qDS" la,q �(s r�'� f �4610 �►U n� L ^4o,o�" n� 00 lot Designed � (� _ Checked . Date 111).11000 Sheet U(P of 1! w M ' �T.RR E.riglrieer�g, Inc. ENGINEERING & PLANNING SERVICES Project Name: p LAP ,A No.: n'LY 0 ID �i'L3Q�`I'.lai's 4PA.W ' 6PAC r �'��R �/pm, .5U� RRb'u.�U, � ��Y/�.�1, k��- •��1.-ma� �7,� �. Prix i M3D'�/r ��1Isp)+ f10 Z��lt/'2� = bGl75 ' �-=- .,q fIT� /2CbD = 4#q975 ?C se K to x TQ Designed SG Nl Checked R Date._fO�iQl_Q Sheet�_of �� ENGINEERING & PLANNING SERVICES Project Name: PL_,4,�( J Mj) 0 ,►,) No.: io Aoo 'I6 (bA = I6'�5 . �47, r.,.L Kwa = 14-5 r �r�r 6;wl 49 ID 9"'l -WtpEp- jq4ikTAUr LMic,= 6. 5 42 43 I �k U L�4A 4-4 -F�O W644 e 44.'4 MW� -WKu 275 ' 'SEA Designed ilfl Checked P Date • k) Sheet 1?of---14 Stud Wall Design (ASD) (NDS 2005/2009 IBC) Try 2x6 HF#2 A 16" ox. b = 1.5 Fb = 2387 k= 1.00 d = 5.5 E = 1300000 c' = 0.88 S = 7.56 Kee= 003 SL= 25 A= 8.25 Fe= 1708 DL = 15 0.5fc= 28.8 UP = Q fb= 437 M* =vh 0.5fb= 219 0.5M* = 1653 Eave Height= 11 ft le = 132 in FcE = 677.1 psi Fc= 609.4 psi >fc OK Ww+0.5S (fc/F'c)^2+ fb/(Fb(1-(fc/FcE)))= 0.19 < 1.0 OK 0.5Ww+S (fc/F'c)^2+fb/(1=b(1-(fc/FcE)))= 0.10 < 1.0 OK Note: M*-Moment due to wind(windward only)must be multiplied by w= 1.3 per 1605.3.2 Where: Fb=Fb*C D*Cr*C F*C M (Cr= 1.35 in lieu of 1.15 per 2008 SDPWS Table 3.1.1.1) Fc*=Fc*C D*C F Values from NDS 2005 Table 4A (HF, E=1.3x10^6 & DF, E=1.6x10"6) Where (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 Where (DF#2): Fb=Fb*CD*Cr*CF*CM 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 No.: 10-02Y 10/18/2010 Sheet IS of i ° �TR.� E.ngin eerzng, I. ENGINEERING & PLANNING SERVICES Project Name:_ P t � '1_'. d—Tg2q _ No.: 1 �.. _ 1.oA►D p E _ r :+.�•�. __....,,....yam •.A._. »._. .Y-. • �. ..:. r 00 WWII S Designed TG Fri Checked WAR Date ip,Zl Q Zirk Sheet Hof 14 I CITY OF ARLINGTON 238 N. OLYMPIC AVE.-ARLINGTON, WA. 98223 PHONE: (360)403-3421 BUILDING PERMIT Address: 17631 79TH DR NE,ARLINGTON Permit#:BLD20110266 Parcel#:01107700001100 Valuation:$175,000.00 diAINER APPLICANT CONTRACTOR ENCORE HOMES INC ENCORE HOMES INC ENCORE HOMES INC DB JOHNSON DB JOHNSON DB JOHNSON 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 ,PLUMBING CONTRACTOR MECHANICAL CONTRACTOR SOUNDVIEW PLUMBING SOUNDVIEW PLUMBING 5917 195TH ST NE#3 ARLINGTON,WA 98223 Lie#: Exp: Lie#:SOUNDVP033NF Exp:6/13/2013 JOB DESCRIPTION Single Family Residence-1551 sq.ft.,gar 392 PERMIT TYPE: Commercial PERMIT GROUP: Single Family Residence New STORIES: 1 CONST TYPE: V-B DWELLING UNITS: 1 OCC GROUP: R-3 CODE: 2009 IRC OCC LOAD: N/A PEI0411T APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC110/IRC110. 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 Arli ,ngton#3101. t � s �/ 1 1z I , vL , Z gnature Print Name f Date Freleased By Dale = ARCHIVE = APPLICANT ASSESSOR OTHER BLD20110266 �-- CONDITIONS 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 M.H. • Must Comply with Plat Conditions. See attached conditions. • Planting Easement required,contact Marc Hayes for questions 360 403-3457. • The conditions and protection of the planting easement must be in place prior to Certificate of Occupancy. • PER E.A.-WATER • Replace the brass fitting on the tail peace. PER.MTT FEES Date_ Description Fee Amount Paid Balance Due 1/12/2012 Plumbing Permit Fee $193.00 $0.00 $193.00 1/12/2012 Mechanical Permit Fee $55.00 $0.00 $55.00 1/12/2012 Building Permit Fee(QTY: 1) $1,811.10 $0.00 $1,811.10 1/12/2012 Building Plan Check Fee(QTY: 1) $1,177.22 $0.00 $1,177.22 1/12/2012 State Building Code Surcharge(QTY: 1) $4.50 $0.00 $4.50 Total Due: $3,240.82 $0.00 $3,240.82 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 I BLD20110266 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 i� BUILDING PERMIT PERMIT#: BLD20110266 OWNER: ENCORE HOMES INC-JOHNSON, DB STATUS:APPLIED ADDRESS: 17631 79TH DR NE,ARLINGTON BALANCE: $3,240.82 ISSUED: CREATED: 12/29/2011 - SCREENS: Select Screen... FUNCTIONS: Select Permit Function.. SINGLE FAMILY RErSIDEE-NCE NEW REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ? DO... ASSIGN REMOVE 2000 C-Building I CYOUNG 1/5/2012 1/12/2012 1 Y Y Assign Remove 2008 C-Community Development I BFECHT 1/5/2012 1/12/2012, 1 Y Y Assign Remove http://coaweb2.arlington.local/PermitTrax/Module Permits/Permits Permit/Permit Revie... 1/12/2012 BLD20110266 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 -ti BUILDING PERMIT PERMIT#: BLD20110266 f OWNER: ENCORE HOMES INC-JOHNSON, DB STATUS: APPLIED ADDRESS: 17631 79TH DR NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 12/29/2011 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 1 ✓/ 1/5/2012 0 Y N Assign Remove 2008 C-Community Development 1 ✓ 1/5/2012 0 Y N Assign Remove en L9 http://coaweb2.arlington.local/PermitTrax/Module_Permits/Permits_Permit/Permit Revie... 12/30/2011 I I V ' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington a 238 N Olympic Ave. a Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) ACCURATE,FULLY DIMENSIONED PLOT PLANS AND ONE(1) CROSS CONNECTION CONTROL SURVEY(if adding plumbing). TYPE OF PERMIT: ED Residential Addition ED Residential Alteration Also Including: Plumbing (ED Mechanical Project Address: i 1 �S i -7c1"`` N' L` Parcel ID#: 0106770000 11 00 Lot#: t Subdivision: Magnolia Meadows Project Description: New Single Family Residence Valuation: Owner: Encore Homes,Inc. Phone Number: (360)659-1579 Address: 1801 Grove St.Unit 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): 1 st Floor: 1551 2nd Floor: 3rd floor: Deck: Garage/Carport: 392 Basement: Project Valuation Contractor: Encore Homes,Inc Phone Number: (360)659-1579 Address: 1801 Grove St.una B City: Marysville State: WA Zip Code: 98270 Contractor's License Number: ENCORHI914NS Expiration: 8/13 Plumbing Contractor-Soundview Plumbing Phone Number: (360)658-9900 Address: 5917 195th St.N.E.3 City: Arlington State: WA Zip Code: 98223 Contractor's License Number: SoundVP033NF Expiration: Mechanical Contractor. Electric Wall Heaters Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: — I hereby certify that the ab 6e information is correct and that the construction on, and the occupancy and the use of the above- described property evil be accordance with the laws, rules and regulation of the State of Washington. 10/6/11 A �/ icants Signature Date ®ECEIe EL, Keith Hoyer i Print Applicants Name DEC 16 2011 FOR STAFF USE ONLY COA PERMIT CENTEF Permit# Accepted By Amount Received Receipt# Date Received i i i� � � RESIDENTIAL PERMIT ' SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Number of Plumbing Fixtures (including Rough Ins Total Fixture Plumbing Fixtures Accessory Main Unit#X Total Number Fixtures Dwelling Unit Residence Multiplier Units Bar Sink 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) 3 X 1.0 = 3 Shower(Stand Alone)Each Head 1 X 2.0 = 2 Water Closet(Toilet) 2 X 2.5 = 5 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture 31.5 Units Traps(other than above items) Column Totals 14 Estimated Project Valuation Building Square Footage 1551 1 t Floor 1551 2nd Floor 3ro Floor Basement Deck Garage 392 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:_1 2' feet above meter or feet below meter D. Pressure in street main: 57 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 b 'in accordance with the laws, rules and regulation of the State of Washington. 10/6/11 A scants Signature Date 8 r. 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: 0 New Residential ®Addition/Alteration Project Description:New Single Family Residence Project Address: (1 h3l Jr- Dom, p l e. Parcel lD#: 01+0710000 11 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: 10/6/11 For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other Inspection Required: YES ❑ NO ❑ I RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 •FAX(360)403 3418 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. Signature: z Date: 10/6111 OwnerlO er's Representative Company: Encore Homes, Inc. Phone: (360)659-1579 6 M Site Information: Imperviot"3urface: 17631 79 Dr. N.E. House w/O.N.: Sq. Ft. Arlington, WA Driveway/Walkway: Sq. Ft. Parcel#: 01107700001100 Total: Sq. Ft. Unit Size: 7,906 S.F Legal: Magnolia Meadows, Div2, Lot 11 Notes: Job #: 1. Downspouts to plat system Plan: 2. Stockpile to be covered within 24 hours. 3. Entire site to be disturbed 4. Silt Fence as needed 5. Denuded soils to be straw covered. N 6. Armored Construction Entrance. 7. Parking pad concrete /driveway gravel 0 ft. 12 ft. 20 ft. 40 ft. f Setback Notes: Front Setback 20' Driveway length 22' Side / Rear Setback 5' Ht. 35' No Overhangs in Easement Areas Rebar Set 1' from actual Corner U.N.O (true comer closer to road) 134.07' (Corner to Corner)' 66.45' 20' Co 67.61' � o I W A I �O Tj O v cri _ a) 23 coo M 62141, o 0 I ° cn O Ia cn f- CD LOT 11 ti CD ' N 7,906 SQ. FT. ------------ 134.02' RECEIVE - - DEC 16 2011 OA PERMIT CENTER Ix()4o'lk o W1,cc Encore Homes, Inc 1801 Grove St. Unit B Marysville, WA 98270 (360) 659-1579 Contact: Keith Hoyer ,'E :f ;��� � i it - _i i ' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360) 403 3551 •FAX(360)403 3418 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all residential projects. 1. Building Plan Check Fee B. CODES The City of Arlington currently enforces the following: International Codes 1. 2009 International Building Code (IBC) 2. 2009 International Residential Code (IRC) 3. 2009 International Mechanical Code (IMC) 4. 2009 International Fuel Gas Code (IFGC) 5. 2009 International Fire Code (IFC) 6. 2009 Uniform Plumbing Code (UPC) 7. 2009 International Property Maintenance Code (IPMC) 8. 2003 Accessible & Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56 & 51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 51-13 Washington State Ventilation and Indoor Air Quality Code 8. WAC 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. D. PLANS AND DRAWINGS Submit two (2) complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30°X 42" paper. All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible, with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction, that 2 r ` I f --' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360) 403 3551 • FAX(360)403 3418 have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note: A separate submittal of plans is required for each building or structure. DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑✓ SITE PLAN — REQUIRED WITH ALL SUBMITTALS 1_ Two (2) complete sets of plans on 8.5°X 11" paper which reflect all of the information noted in the Site Improvement and Drainage Plan Requirements for Residential Construction. B. ❑✓ FOUNDATION PLAN (Minimum '/4" Scale) 1 Show north direction 2. Indicate front street (and side street if corner lot). 3 show the location and dimension to all property lines. 4 Show the location for existing and/or proposed easements 5. Provide the scale for the drawing. 6 Show outline of foundation with section cuts and dimensions; include maximum wall heights and all connections. 7 Provide the location and size of all beams, posts, interior footings and thickened footings within slabs with their dimensions and connections. 8. Provide detail of step down foundation and footings with required reinforcing steel. 9. Show spacing of anchor bolts, location, and type of hold down fasteners to the foundation. 1o. Retaining walls. 11. Show the location and size of all crawl space vents and the crawl space access with size and location. 12 Show footing depth below grade and show the clearance between grade and sill plate. 13 Show the floor joist size, spacing, direction, support, connections and blocking. 14 Show all floor insulation. 15 Label any space within the foundation (i.e. basement, garage, storage room, etc.) Note! Arlington is in seismic design category D2 which requires that foundations with stem walls have a minimum#4 rebar at top and minimum#4 rebar at bottom of footing. C. ❑✓ FLOOR PLAN (Minimum '/4" Scale) 1. Indicate the dimensions of all areas and the use of each room. Include fixed cabinet, counter or island facilities. 2. Show all roof, floor or deck joist size, spacing, direction, support, connections. Blocking, etc. 3. Show the location of exhaust fans, smoke detectors, hot water heater, heating units, plumbing fixtures and any other mechanical equipment. 4. Show the location of the attic and/or crawl space access. 5. Include all exterior decks on your floor plan, with necessary structural details and attachment to the house. 3 �� I i®ri� 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. F/ ARCHITECTURAL CROSS SECTIONS & DETAILS (Minimum '/4" Scale) 1. Show a typical roof section with all materials labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections 2. Show a typical foundation and floor section with all material labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections. 3. Show a typical wall section with all materials labeled; indicate size and spacing of all members and insulation values. 4. Show all connection details, including post-beam, post-footing, collar tie, etc. 5. Provide the dimensions for all stairs, with details showing rise, run, headroom and handrails per Section R311 of 2006 International Residential Code. Guards require intermediate rails to be less than 4" apart; handrails are to be 34"to 38" from nose of the tread and to be returned. Show any fire blocking, landing sizes. Specify one-hour fire resistive construction for any usable space under the stairs. 6. Show a section detail for any fireplace, including the hearth and hearth extension. Include dimensions, materials, clearance from combustibles, height above roof, reinforcing, seismic anchorage and foundation details. E. ❑✓ STRUCTURAL NOTES 1. Specify all design load values, including dead, live snow, wind, lateral retaining wall pressures and soil bearing values. 2. Specify minimum design concrete strength, concrete sack mix and reinforcing bar grade. 3. Specify the grade and species of all framing lumber. 4. Specify the combination symbol (strength) of all GLU-LAM beams. 5. Specify all metal connectors, including joist hangers, clips, post caps, post bases, etc. 6. Provide details showing the complete load path transfer at roof perimeter, interior shear walls, cantilevered floors, off-set shear walls and ceiling diaphragm to shear walls (if used). 7. Provide a shear wall schedule noting nail spacing, blocking, bolts, top and bottom plat nailing. 8. Locate all hold down straps on the drawings. F. ❑✓ STRUCTURAL CALCULATIONS 1. Provide two (2) sets of structural calculations if prepared by an engineer or architect registered with the State of Washington. (Not required if using Prescriptive Design Approach from the IRC/IBC.) G. ELEVATIONS 1. Show elevations views of each side of the structure; provide finished floor level for each floor. 2. Show existing and proposed grades. 3. Show the maximum building height. 4. Show the maximum site slope. 5. Show all roof overhangs and any chimney clearances from the roof. 4 I RESIDENTIAL PERMIT ' SUBMITTAL e 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. 0 DOORS &WINDOWS 1. Show size and type of all doors. 2. Show the door size, type and closure device for doors between the garage and dwelling. 3. Show all window sizes and openable areas. 4. Show all sleeping room egress window locations, sill heights, methods of opening, dimension of openable area and clear open space. 5. Show size and type of all skylights. I. ✓❑ WASHINGTON STATE ENERGY CODE 1. Provide one (1)copy of the WSEC &VIAQ Residential Prescriptive Compliance Form. 2. Show the insulation R values on the floor plan drawings and glazing class of all windows and skylights. 5 �, - I 1551 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 •FAX(360)403 3418 Please use this checklist to ensure that all necessary information is provided for review of your project. ✓� One (1) completed Single Family Residential Building Permits Application _ ✓� Two (2) accurate fully dimensioned plot plans �✓ Two (2) sets of construction drawings Two (2) sets of engineered drawings and calculations (If required) Health Department approval of septic system Verification of Water and Sewer Availability from City of Marysville (if applicable) APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. 1 ,i r Brenda Fecht From: Reta Shepard Sent: Friday, December 30, 2011 12:18 PM To: Brenda Fecht Subject: RE: cROSS cONNECTION FOR b!d20110266- LOT 11 mAG. mEADOWS dIV 2 Thank you! From: Brenda Fecht Sent: Friday, December 30, 2011 11:35 AM To: Reta Shepard Subject: cROSS cONNECTION FOR b!d20110266- LOT 11 mAG. mEADOWS dIV 2 CROSS CONNECT FOR LOT 11-MAG. MEADOWS DIV 2. 1 ZON20110075 (PT-LIVE) - PermitTrax by Bitco Softwar Page 1 of 1 DEVLPMNT REVIEW COMMITTEE I PERMIT #: ZON20110075 OWNER: ENCORE HOMES INC-JOHNSON, DB STATUS:APPLIED ADDRESS: 17631 79TH DR NE,ARLINGTON BALANCE: $0.00 Alk J - ISSUED: CREATED: 12/29/2011 c SCREENS: Select Screen... FUNCTIONS: Select Permit Function... - BLD REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 1002 P-Engineering I MHAYES 1/3/2012 0 Y N Assign Remove 1014 P-Public Works I LTAYLOR 1/3/2012 0 Y N Assign Remove 1016 P-Public Works II LPETER_. 1/3/2012 0 Y N Assign Remove 1020 P-Sewer FRAPEL... 1/3/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA... 1/3/2012 0 Y N Assign Remove 1028 P-Water EANDER... 1/3/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 1/3/2012 0 Y N Assign Remove 2008 C-Community Development I BFECHT 1/3/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 1/3/2012 0 Y N Assign Remove 2014 C-Planning I THALL 1/3/2012 0 Y N Assign Remove l � , O� http://coaweb2.arlington.local/PennitTrax/Module Permits/Permits_Permit/Permit_Revie... 12/29/2011 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: 10/6/11 o2— Address: 1801 Grove St.Unit B Plat: Magnolia Meadows Division 1, e 2 Owner/Applicant: Encore Homes, Inc. Signature: � Verification of accuracy and agreement to follow the City of Arlington Municipal Code Phone: (h) 360 659-1579 (C) (425)220-5223 1. Please check one: Ell a. Single-family dwelling [a b. Duplex ✓❑ C.Addition ✓❑d.Accessory structure 2. Proposed Dimensions: W) L) H) ,35' Total SF) 3. Allowed Lot Coverage: Total Lot Size Tn, 9 � SF x 35/0 = Z761 SF 4. Actual Lot Coverage: (SF of all structures) 2001 - 7y�(, (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? No If so please provide Snohomish County Health Department approval and indicate on site plan. 6. How many trees greater than 12" diameter to be removed? 0 If any please indicate on site plan. 7. Describe Proposal (include cross street): New single Family Residence OFFICIAL USE ONLY PROPERTY ZONED APPROVED _� DENIED_ DATE INT RECEIVED (bUr7 S DEC 16 2011 COA PERMIT CENTER t, 0 gvir 0"-? ((' i t.. 1 Site Information: 79 Dr. N.E. 17631 Impervi 3 Surface: Arlington, WA House w/O.H.: Sq. Ft. Driveway/Walkway: Sq. Ft. Parcel #: 01107700001100 Total: Sq. Ft. Unit Size: 7,906 S.F Legal: Magnolia Meadows, Div2, Lot 11 Notes: Job #: 1. Downspouts to plat system Plan: 2. Stockpile to be covered within 24 hours. 3. Entire site to be disturbed 4. Silt Fence as needed 5. Denuded soils to be straw covered. N 6. Armored Construction Entrance. Oft. 12 ft. 20 ft. 40 ft. 7. Parking pad concrete /driveway gravel 1 Setback Notes: Front Setback 20' Driveway length 22' Side / Rear Setback 5' Ht. 35' No Overhangs in Easement Areas Rebar Set 1' from actual Corner U.N.O A&L (true comer closer to road) 134.07' (Corner to Corner)66.45' co 67.61' 20' a:q W a Z � � W o "' o T rn o v 62'4" o m � _ m N Lf) CA CD �- LOT 11 3 ►` N 7,906 SQ. 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