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17619 82ND DR NE_BLD20120089_2026
BUILDING INSPECTION REPORT Gt�v o� Permit No. 12' no g q 2j Address: (�1(01�1 4�a-^d' tr Contractor: nc of e, 4��LrN G"�O Owner: lC�o� Date: 1912- APPROVAL Lj 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: P � BUILDING INSPECTION REPORT �1 *Y C t Permit No. Address: r" 7 [p a-L 7 f� Contractor: E/1Co,� ZINC:y Owner: C--,/I GD re., Date: 5-3—/�- [grAPPROVAL 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 01 Inspector: Date: ® Under-floor ® Framing ® Gas Piping g Footing—Dra.() ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 PHONE:(360)403-3551 BMIj&G PERMIT Address:17619 82ND DR NE,ARLINGTON Permit#:BLD20120089 Parcel#:01047900004300 Valuation:$210,000.00 iOWNIIt APPLICANT ,�. CONTRACTOR ENCORE HOMES INC ENCORE HOMES,INC ENCORE HOMES INC DB JOHNSON KEITH HOYER DB JOHNSON 1801 GROVE ST UNIT B 1801 GROVE STREET,UNIT B 1801 GROVE ST UNIT B MARYSVILLE,WA 98271 MARYSVILLE,WA 98270 MARYSVILLE,WA 98271 Lic#:ENCORHI914NS Exp:8/30/2013 PLUMBING CONTRACTOR —411WHANICALCONTRACTOR SOUNDVIEW PLUMBING SOUNDVIEW PLUMBING 5917 195TH ST NE#3 ARLINGTON,WA 98223 Lic#:SOUNDVP033NF Exp:6/13/2013 Lic#: Exp: ;JOB DESCRIPTION SINGLE FAMILY RESIDENCE PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 2 CONST TYPE: V-B DWELLINGUNITS: 1 OCCGROUP: R-3 CODE: 2009 IRC OCC LOAD: N/A PERMIT APPRO-V 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.IBC110/1RC110. SALES TAX NOTICE: Sal s tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and roded City o rlington#3101. i 31 nature Print Name Date f0R,1,,s4 By Date ARCHIVE = APPLICANT ASSESSOR OTHER BLD20120089 CONDMONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS, DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. • PER,E.A:Water Utilities • Replace the brass fitting on the tail peace. PERMIT FEES Date Description Fee Amount Paid Balance Due 3/13/2012 Plumbing Permit Fee $205.00 $0.00 $205.00 3/13/2012 Mechanical Permit Fee $65.00 $0.00 $65.00 3/13/2012 Building Permit Fee(QTY 1) $2,062.40 $0.00 $2,062.40 3/13/2012 Building Plan Check Fee(QTY. 1) $1,340.56 $0.00 $1,340.56 3/13/2012 State Building Code Surcharge(QTY. 1) $4.50 $0.00 $4.50 Total Due: $3,677.46 $0.00 $3,677.46 CALL FOR INSPECTIONS BIIILDING/ENCINEERINGIPARKS/UTIIITIFS/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 o 0 o N d, U N t\v z � U wu � � z lei Q � Q u � P o � � u Q w 44 z w z : 4 o p w z Q w � C� u Z z Q z � Zu o z 0 00 M ZO Q w Q a z O O cn z `� ~ � �ON Ln � o cu Q v o ;..q > (V 0 0 zwOO H r JRR Engineering, Inc. 18609 76th Ave. W., Suite B MAR 0 9 2012 Lynnwood, WA 98037-4149 (425) 697-5108 COAPEIRMffCENTER Client: Encore Homes, Inc. Project Location: JVaries, Plan#1848 (0955..,) 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 Phone depend 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 Windspeed,V(mph): 85 Exterior wall load 8 psf(surface area) Live Loads:I Floor Load (psf): 40 Interior wall load 10 psf(floor area) Snow Load (psf): 25 Attic Lim. Sto. (psf): 20 Assumed Soil Values per2009 IBC: Allow. Soil Bearing: 2000 psf Contractor shall notify Engineer 4-1 if test in indicates bearing capacity is lower than 2000 psf) Wind Design: Ps=)6*lw*Ps30-KZt (Simplified Wind Load Method, Sec. 6.4, Eq. 6-1) Where; k, 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 Topog. Factor(6.5.7, Fig. 6-4), equal to 1.0 for flat terrain Roof rise in 12" : 6 j" 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' P6= 14.4 2.3 10.4 2.4 0-15` P$ 11.5 -5.9 7.6 -3.5 15'-20' P.= 14.4 2.3 10.4 2.4 15'-20' Ps 11.5 -5.9 7.6 -3.5 20'-25' P5= 14.4 2.3 10.4 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' P$ 11.5 -5.9 7.6 -3.5 30'-35' Ps= 15.1 2.4 10.9 2.5 30'-35' Pg= 12.1 -6.2 8 -3.7 35'40' P5= 15.7 2.5 11.3 2.6 35'-40' P$ 12.5 j -6.4 1 8.3 -3.8 Seismic Design: V= Cs*W Equivalent Uateral Force Design per ASCE 7-05, Sec 12.8) Fa= 1 (Table 11.4-1) Sps= Des. Spectral Resp. Accel. Parameters (Sec. 1 . Sos = 0.833 (Eq. 11.4-3) D=Site Classification (Section 11.4.2) IE= 1 (Table 11.5-1) Fa & Fv= Site Coeff. (Table 11.4-1 &11.4-2) p �ot Gl R=1 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) '1 ; p= Redundancy Factor[1.0 < p < 1.3) (Sec. 12.3.4.2) Therefore; V ult. _= 0.128 Wf L I Prepared by: JCM CEIV'.� T i P.. S 1��za��--_1 Checked by: RKR Project Name: Plan 1848 (0955,..) 2-Sto gy 2 2012 Project No.: 12-02B 1/12/2012 COA PERMIT CENTER Page 1 of 42 911 I(YA_Jl"'A(It 45 gT.RR E`n�ineeri�rg, Inc. ENGINEERING& PLANNING SERVICES Project Name:- f!"�lI _f �� OG(SS,.,) No.: nw.r,,..r.,a...rse.ni......e....._...v....»..v.w:..y.�...+�.s.......Fs...........+enWnta.,»,,.�...»n CH �..w r••a....aw.•nR•r..w.Nn•ne.i•..n.�v..a.-a-.R..v...dw.r.w.wvia�a•. '.1Y•`I.Ia•.•w..wll.nnw•tiMv.�.MrMw...e\. s_ w�n•/,..�.,na. ,Mr.w_w�•n.._,• �:(J w a• n _..,YI . , v ._ ..—.. .... »�.._ •MASTER BDRFI_.. .. _ - b _ _ — _3 • — z,ee a yx r 4tx{. 4+Z 41 Designed JGM Checked_ Date t t1 Sheet- of I I I J-F�R -Engisi Bering, Iz�c. ENGINEERING &PLANNING SERVICES Project Name: pL.4& #_I N0.: L 01-1� •1'..I...F�ICl1YM."OI�+.A?-MwO�.w�s:r-r-sara�e..»m.s•>•tlw rn -.se-u.c�.xa�r- .nw.�.+¢•.w+F....> --am.xaen m..'Mi ire e-x.s.-_..r,r.v..ar...�. raai=.._ .A..ri.ww�ri.._— •iWw.�.�r.r..VY�• ..Y.Y.w........ �._.. rr..w•a .�.. _ Mtiv.._...�I..Y...V.rF. � ..r.•..r.r... ..� ..r._.. ...... .. -+� - OL 13.U28" trceantb e I Gnrzpc, -- --••_ _ I. ENTRY. i-------------- : �. tl _ DI Designed— G M Checked.__— _ Date Sheet of� i� I CYJRJR Inc. ENGINEERING & PLANNING SERVICES Project Name- 5,13* No.: --L-415 -4— ......... --7 F 1 L-fN PE U-0 Aw 111-5 4 4 x 4 Ise$. JfF-t ► -=7 LOU 4-005 T -7;X-,.*7 ol,L Designed Checked. Rj4p— Date f I-L&L Sheet of I I I I �TRR Egineer�ng, Inc. ENGINEERING & PLANNING SERVICES Project Name: P LAW 04b0 No.: i I �- I � � �� i «�I 11?lci I � ? ' l I _I I ��_� ► a � � = 14 i I 1 �s ._..°t i � ( i t-.ham;.-_..!_ �'.�.-� .. � ` I-•. Designed_ .7»Gm Checked '= Date Sheet off_ ., I I I J"RR L�'ngi�lr2 Bering, InC. ENGINEERING & PLANNING SERVICES Project Name ]2L-Ad`i* IAA-O 40°1-59 4MfCfIM.It<IMNAYIY.I..M � /ryyr•..`'� 4i 44,—� w../MI � /i.��f.V �i...�Mry� In'm++A1s+4.iisI.1AW.MM. ly0 N d ti s 71 N L 1 Fs". 1►'►I E_...j...... AS4 -q'6 +_*2+41! 1-11 M...vl.�.j.�.•N�.."_M ..... .__.. f.•V.�:I_M.f._.1. _.f♦Ml.. ..V......Y.. F..�na......�v�mow_,.. ._...�w.. .....m+ Lw IE —r. ' rep .- G�,!dt (A' Designed Gm_ Checked Date !2 Sheet of�— J I i ` JRR Engineering, Inc. ENGINEERING & PLANNING SERVICES Project Name:_p_ No.: -_ ��_ .LINE p.:%_._---.�_.--.—- �._.— __-_._--��'__. - _.. • � � - .:.� .._.._._..-..��- —�----..__-- -�z-- ti"ui a�___--�-:__y.•___..�.___---�._+.�.--=-__-�-_._Y.'�(�Q.N..V,�_-F�Yl6�... _.. ..� .,..,._.., _ _,�-tip.}''L'�I°S� ��� = .��4.�t/N.,.....,...� .....,..��... ....._._. ,.4.;,..,7....... ....:�.. Z2.�..._�..... r - - —_.. . .... .....v Ib5' _ - -. ��..z_ .zo _.. ._._. ._ ._. ... . ._. .Coy �►✓DT' GP-fTt.__.� .. _._ ULeflD Designed- Checked _&E!1�: Date Sheet 7 —of1— M I I t: ENGINEERING & PLANNING SERVICES Pro)ect Name__ No.: tj wr w.�. ..�:.�-PAxa.G4,50 I<r --61 I3 - 1 .. .� ._...: .s. __.. . __.... . ;.max(� l d I D,ll �l-p d'�q"►. _.... __ .._ tidPb�g 3�3s'' � LM.. M... ..Y.M.__Y'..•.�.'._.-....a.l.an.• ... wp..y. Designed F!GYh Checked P! f! Date -6 III Sheet of�_ - - - - - I ENGINEERING & PLANNING SERVICES Project Name- 4M 55, No.: I •rarew.rvs_ wer '''f� ..:..v..wvwa�r�..�..•,.... .+w..o[..a.w.,.ew.........�.nd.�...x...e...r.wv�aowu►,........�..,.,:�...�..r...m_ AIL- — :....r 5- 14F-w4 ..."- w b P• � _ _ a 021 i �'T.-.b• 1:�.-.���._�1.7� -`7-'-�1'�'�.�1,1 � •�I�S�`7 - -. . .._ [ 5iv5..._ ..MI PAO = ;lid 30 Designed Checked _ Date E2 Sheet of�— 1� I f �TRR Rngineering, Inc. ENGINEERING & PLANNING SERVICES Project Name: PL,��1 L ( Daf 5���f� No.: RK -�r.aren•.w...ewr..�. ..w.rnry. - .+s,w.j�.a�i« ...- ,..w..fwa�,.m... ...,-,..n, nu. .-,. .r _ ,. m` Z ftl,' - ��PA-D ..�40�F-1 � fz.ST G4S c�11..9_ .M.. . .... _ . _. ._.:.._�_ - .. . . _ . .... _ _ . . .. _ c.►•1.4.��1���:��!T�..P asp �.. Deslgned Checked Date f�� Lam' Sheet Of I2 V I TIMBER COLUMN DESIGN (ASD) 2005 NDS/2009 IBC Description: T 6x8 Timber Column Formula: Pc = Fc* 1+ FcE/Fc* 12c - sq rt 1+ FcE/Fc* 12c ^2 - FcE/Fc* /c Input Values Fc = var, psi where: HF#2=575, HF#1=850, DF#2=700 & DF#1=1000 Emin = var. psi where: HF#2=400000, HF#1=470000, DF#2=470000& DF#1=580000 c= 0.8 (0.8 for sawn lumber, 0.85 for round col./pile, 0.9 for lu-lam timbers h =1 var. feet b =1 7.5 inch - d =l 5.5 linch (worst case Calculated Values A 41.25 sq. in. /e var. inch /e=ke*h*l2: where: ke per Table G1 & h is the unsupp. length) Fc* var. psi -(Fc multiplied by applic. Adjustment Factors, CF=1.0) FcE Formula FcE=0.822*Ervin/(/e/d)"2 Fc Formula F'c=Fc* 1+ FcE/Fc* /2c-s rt 1+(FcE/Fc*))/2c ^2- FcEIFc* /c) FcE var. Critical Buckling Design Value for Compression Members(psi) PC var. Allowable Compressive Stress (psi) Load, P cap. var. lbs (P = F'c*A, at 100% cap. load duration factor not yet included) TABULATED LUMN CAPACITY(at 100%) Qe . A tjgp 6'ht. 1 7' ht, 8' ht. 9'ht. 1 10'ht. I IT ht. 1 12' ht. IT ht. 6x81•!F#2 22,030 21,290 20,340 19,190 17,820 16,340 14,850 13,410 6x8 HF#1 31,810 30,280 28,380 26.120 23,680 21,210 18,900 16,790 6x8 DF#2 26,730 25,790 24,550 23,060 21,370 19,560 17,700 15,970 6x8 DF#1 37,620 35,930 33,830 31,310 28,550 25,700 22,980 _ 20,460 Err Ti�� � Therefore; P allow. = Pcap. � +� Sheet-J1 of 12 I w �` I _ i�s �t NONE l � ME 1 , i A A • l"�t. r, '. � �y'ji'iir �MINE I BLD20120089 (PT-LIVE) - PenDitTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT M BLD20120089 y" OWNER: ENCORE HOMES INC-JOHNSON, DB STATUS: APPLIED ADDRESS: 17619 82ND DR NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 3/9/2012 SCREENS:LSelect Screen- - I FUNCTIONS:LqelectEtEMit 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 3/16/2012 0 Y N Assign Remove 2008 C-Community Development I BFECHT 3/16/2012 0 Y N Assign Remove https:Hcoapermits.arlington.local/PermitTrax/Module Permits/Permits Permit/Permit_Revi... 3/9/2012 } RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS, TWO(2) ACCURATE,FULLY DIMENSIONED PLOT PLANS AND ONE(1) CROSS CONNECTION CONTROL SURVEY(If adding plumbing). TYPE OF PERMIT: CD Residential Addition Residential Alteration Also Including: Plumbing (ED Mechanical Project Address: 1 l 1 �'2 �r� N `�'' Parcel I D It 0104790000 V 00 Lot#: A1 ) 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)220s223 Fax: (360)659-3394 E-mail: kehh@encorehomesinc.com Address same as owner City: State: Zip Code: Building Area(Sq Ft): 1st Floor: 933 2nd Floor: 915 3rd floor: Deck: Garage/Carport: 468 Basement: Project Valuation: Contractor: Encore Homes,Inc Phone Number: (360)659-1579 Address: 1801 Grove St.Unite City: Marysville State: WA Zip Code: 98270 Contractor's License Number: ENCORHI914NS Expiration: 8113 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. 1� 1/30/12 Ri EC 'pplicants Signature Date Keith Hoyer MAR 0 9 2012 Print Applicants Name BOA NE RPOI T CrEwn-12 FOR STAFF USE ONLY ",2a /m000(y Permit# Accepted By Amount Received Receipt# Date Received - - :r 1 J ' 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 X 2.0 = Water Closet(Toilet) 3 X 2.5 = 7.5 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture 33 Units Traps(otherthan above items) Column Totals 15 Estimated Project Valuation Building Square Footage 1848 1't Floor 933 2nd Floor 915 3`d Floor Basement Deck Garage 468 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 be in accordance with the laws, rules and regulation of the State of Washington. il 1/30/12 //1"'plicants Signature Date 8 .,• . v 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. /acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. 1 Signature: Date: 1/30/12 O er/Owner's Representative Company: Encore Homes, Inc. Phone: (360)659-1579 6 ,y � 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 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: (WA Pl f�a _Qt Parcel iD#: 0104790000'� "'� 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 ❑ Swimming Pool ❑ Other Authorized Signature: �� Date: 1/30/12 For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other Inspection Required: YES ❑ NO ❑ r ZON20120041 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20120041 Ql� OWNER: ENCORE HOMES INC-JOHNSON, DB STATUS: APPLIED ADDRESS: 17619 82ND DR NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 3/9/2012 LIOS4�- 2 SCREENS:L§elect Screen.. j - FUNCTIONS: Select Permit Function... -: REVIEWS PRINT ADD NEW SUMMARY REVIE... DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 1002 P-Engineering I MHAYES 3/13/2012 0 Y N Assign Remove 1014 P-Public Works I LTAYLOR 3/13/2012 0 Y N Assign Remove 1016 P-Public Works II LPETER.. 3/13/2012 0 Y N Assign Remove 1020 P-Sewer FRAPEL... 3/13/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA... 3/13/2012 0 Y N Assign Remove 1028 P-Water EANDE... 3/13/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 3/13/2012 0 Y N Assign Remove 2008 C-Community Development I BFECHT 3/13/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 3/13/2012 0 Y N Assign Remove 2014 C-Planning I THALL 3/13/2012 0 Y N Assign Remove rL https:Hcoapermits.arlington.local/PermitTrax/Module_Permits/Permits Permit/Permit Revi... 3/9/2012 RESIDENTIAL SUBMITTAL REQUIREMENTS ...Qkrr 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: 1/30/12 Address: 1801 Grove St.Unit B Plat: Magnolia Meadows Division 1,Phase 2 Owner/Applicant: Encore Hom , 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 [a b. Duplex U C.Addition ✓[3 d.Accessory structure 2. Proposed Dimensions: W) L) H) ,-35' Total SF) 1632 3. Allowed Lot Coverage: Total Lot Size SF x 35% = SF 4. Actual Lot Coverage: (SF of all structures) 1632 - 1'L+� (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 �A 88 iN fir._,. T......w• K"?1 ('F'�'i COA PERMIT CENTER �O(\jaU ( -,-)-OC)�� i .�, Site Information: 17619 82"d Dr. N.E. Arlington, WA N Parcel #:01047900004300 Unit Size: 7,224 S.F 0ft. 12 ft. 20 ft. 40 ft. Legal: Magnolia Meadows, Div1, Phase 2 Lot 43 Job #: Plan: Corners Magnolia StarMD'ad 1-S have caP 28067„ 5.61 ' Lot 44's Property 88.27' Corner G� � v Impervious Surface: �, CD House w/O.H.: Sq. Ft. 00 LLi 22' Driveway/Walkway: Sq. Ft. R. Total: Sq. Ft. Z r- 100 o In 173CO " Notes: i14 1. Downspouts to plat system 00 �� 10 8`�2. Stockpile to be covered within 24 hours. r- 3. Entire site to be disturbed d7 4. Silt Fence as needed i O 5. Denuded soils to be straw covered. ; �; Iry N 6. Armored Construction Entrance. 7. Parking pad concrete /driveway gravel <h'� h Setback Notes: Front Setback 20' LOT 43 Driveway length 22' Side / Rear Setback 5' 71224 SQ. FT. Ht. 35' No Overhangs in Easement Areas •6,,\ Rebar Set 1' from actual Corner U.N.O (true corner closer to road) rners \� a9n°i�a r cnped RECEIVED have cap S 2go67„ MAR 0 9 2012 L!ncore Homes, Inc 1801 Grove St. Unit B Marysville, WA 98270 (360) 659-1579 Contact: Keith Hoyer Contractors or Tradespeople Printer Friendly Page Page 1 of 2 General/Specialty Contractor A business registered as a construction contractor with Lal to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name SOUND VIEW PLUMBING INC UBI No. 601784464 Phone 3606589900 Status Active Address 15000 40Th Ave Ne Stel License No. SOUNDVP033NF Suite/Apt. License Type Construction Contractor City Marysville Effective Date 8/6/1997 State WA Expiration Date 6/13/2013 Zip 98271 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses Specialty Specialty Effective Expiration License Name Type 1 2 Date Date Status DAYNNPW087MO DAY N NIGHT PLBG I Construction General Unused 7/20/1992 7/1/1999 Archived OF WENAT INC Contractor Business Owner Information Name Role Effective Date Expiration Date TREMMEL,CURTIS J Ot/01/1980 TREMMEL,TAMMY J 01/01/1980 TREMMEL,MARY L 01/01/1980 JOHNSON, PHIL 01/01/1980 Bond Information Bond Bond Company Name Bond Account NumberlEffective DatelExpiration Date Cancel Date Impaired Date Bond Amount Received Date 2 OHIO CAS INS CO 3384643 106/01/2002 ]Until Cancelled 1 $12,000.0005/16/2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Datel Amount lReceived Date 14 American Fire BKA54441260 06/01/2010 06/01/2012 $1,000,000.00 04/27/2011 &Casualty Co 13 FIRST MERCURY fmtx005772 06/01/2009 06/01/2010 $1,000,000.00 05/29/2009 INS CO 12 FIRST MERCURY IFMTX004239 06/01/2008 06/01/2009 $1,000,000.00 05/30/2008 11 FIRST MERCURY FMTX0019872 06/01/2007 06/01/2008 $1,000,000.00 06/07/2007 INS CO 10 FIRST MERCURY FMTX001987 2 06/01/2006 06/01/2008 $1,000,000.00 06/01/2007 INS CO 9 FIRST MERCURY FMTX000614 03/31/2005 06/01/2006 $1,000,000.00 03/21/2006 INS CO B IFIRST MERCURYI00064143 03/31/2005 03/31/2006 $1,000,000.0005/20/2005 INS CO Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 3/9/2012 Contractors or Tradespeople Printer Friendly Page Page 2 of 2 Infractions/Citations Information Infraction/Citation Date RCW Code Type Status Violation Amount PPEJP00210 10/10/2011 '18.106.020 (PLUMBER INFRACTION Satisfied $250.00 PWADE00221 11/30/2011 18.106.020 PLUMBER INFRACTION Not satisfied $500.00 PWADE00222 11/30/2011 18.106.020 PLUMBER INFRACTION 'Satisfied $500.00 PBATIO0822 12/28/2011 18.106.020 PLUMBER INFRACTION 'Satisfied $1,000.00 PBATIO0821 12/28/2011 18.106.020 PLUMBER INFRACTION Satisfied I $1,000.00 https:Hfortress.wa.gov/lni/bbip/Print.aspx 3/9/2012 1848 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 F-1_ Verification of Water and Sewer Availability from City of Marysville (if applicable) APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. 1 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all residential projects. 1.Building Plan Check Fee B. CODES The City of Arlington currently enforces the following: International Codes 1.2009 International Building Code (IBC) 2. 2009 International Residential Code (IRC) 3. 2009 International Mechanical Code (IMC) 4.2009 International Fuel Gas Code (IFGC) 5.2009 International Fire Code (IFC) 6.2009 Uniform Plumbing Code (UPC) 7. 2009 International Property Maintenance Code (IPMC) 8.2003 Accessible & Usable Buildings and Facilities (ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56 & 51-57 Washington State Plumbing Code and Standards 6.WAC 51-11 Washington State Energy Code 7.WAC 51-13 Washington State Ventilation and Indoor Air Quality Code 8. WAC 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. D. PLANS AND DRAWINGS Submit two (2) complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42" paper. All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible, with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction, that 2 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. 0✓ 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 ■ Nor . JMWSA JAM mL3 awkrm IME ■ . . 'i ` 06 . .. MM ` 10 . r Lk i `FmmmmJ ■ imME. rmmmmElm� mmmimLV== I& A rLL No mom J T '= mimom momimmommimmommoUmmJ = '■ T MEMEMOMMIMENEM ' SM '■ 1 - 'f` I.L.7 i No ■ ■i MEN ■ ■ ■ ■ ■ ■ ME ■ . . 1 ■ : � ■ � �r i � � � � 1NO ■ � rom ■'rr �I�T�� � � � K1 ■ . —10F 1 1 1 ■ '■ ■ ■ ■ . r 'E. ■ MEME I M ME ME . ■ 7 ■ ■ r. MOMMI ■ NO T Tr ' r' rim ' 7 MENE,mm m1 — J ■ ME ■■ 1 'i ■ ■ ■ 7 • 0 NO OEM 0 ■, ■ ■ ■ ■ 1 ■ ■ 1 ■ ■ ■ ■ . momm ■ 1 ■ ME r ■ ■ ■ 0 1 .i m 1 . ME ■ ■ ■ mom immommT NJ Mrs No ■ 1 0 Elm 1 ■ r1..1 ■. 0 0 . rm 0 0 1 0 0 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 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. F✓ STRUCTURAL CALCULATIONS 1. Provide two (2) sets of structural calculations if prepared by an engineer or architect registered with the State of Washington. (Not required if using Prescriptive Design Approach from the IRC/IBC.) G. ❑✓ ELEVATIONS 1. Show elevations views of each side of the structure; provide finished floor level for each floor. 2. Show existing and proposed grades. 3. Show the maximum building height. 4. Show the maximum site slope. 5. Show all roof overhangs and any chimney clearances from the roof. 4 RESIDENTIAL PERMIT 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. F( 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 Duct testing Calculator (New Construction) House address or lot #: Conditioned Floor Area: i sr34g '� Duct tester location: Pressure tap location: Ring (if applicable): open 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 5 04 X 4 CFM25 per 100 sf of CFA .— 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 < _ —CFM25 <_6 CFM25 per 100 sf of CFA 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 CFM50 (( 0CFM50 X 0.055) _ (.t64 CFA X 144)) =SLA 0.00030 SLA it 1 ©a 3V. divided by 266112 = SLA SLA = „"30 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 CFM25: Cubic feet per minute of air leakage at 25 pascals of pressure CFM : Cubic feet per minute of air leakage at 50 pascals of pressure Oascal(pa): Unit of pressure )A: Specific leakage area Duct Testing Code Language Stir 10.3 Sealing:All ducts, air handlers,filter boxes, and building cavities used as ducts shall be sealed.Joints and seams shall comply with Section M1601.3 of the International Residential Code or Section 603.9 of the International Mechanical Code. Duct tightness testing shall be conducted to verify that the ducts are sealed. A signed affidavit documenting the test results shall be provided to the jurisdiction having authority by the testing agent. When required by the building Official, the test shall be conducted in the presence of department staff. Duct tightness shall be verified by either of the following: Post-construction test: Leakage to outdoors shall be less than or equal to 6 cfm per 100 square feet of conditioned floor area or a total leakage less than or equal to 8 cfm per 100 square feet of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pascals) across the entire system, including the manufacturers air handler enclosure.All register boots shall be taped or otherwise sealed during the test. Rough-in test: Total leakage shall be less than or equal to 6 cfm per 100 square feet of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pascals) across the roughed-in system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 4 cfm per 100 square feet of conditioned floor area. EXCEPTIONS: 1. Duct tightness test is not required if the air handler and all ducts are located within conditioned space. 2. Duct tightness test is not required if the furnace is a nondirect vent type combustion appliance installed in an unconditioned space. A maximum of six feet of connected ductwork in the unconditioned space is allowed. All additional supply and return ducts shall be within the conditioned space. Ducts outside the conditioned space shall be sealed with a mastic type duct sealant and insulated on the exterior with R-8 insulation for above grade ducts and R-5 Air Leakage Testing Code Language 502.4.5 Building Air Leakage Testing:Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 0.00030 Specific Leakage Area (SLA)when tested with a blower door at a press of 50 Pascals(0.2 inch w.g.).Testing shall occur at any time after rough in and after installation of penetrations of the building envelope, including penetrations for utilities, plumbing, electrical,ventilation, and combustion appliances and sealing thereof. When required by the building official,the test shall be conducted in the presence of department staff.The blower door test results shall be recorded on the certificate required in Section 105.4. EXCEPTIONS: 1. Additions less than 750 square feet. 2. Once visual inspection has confirmed the presence of a gasket (see Section 502.4), operable windows and doors manufactured by small business shall be permitted to be sealed off at the frame prior to the test. Specific Leakage Area(SLA)shall be calculated as follows: SLA = (CFM50 x 0.055)/(CFA x 144) Where: CFM50 = Blower door fan flow at 50 Pascal pressure difference CFA = Conditioned Floor Area of the housing unit During testing: Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed. 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