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17708 82ND DR NE_BLD20110252_2026
AM 0135 BUILDING INSPECTION REPORT Get Y �� Permit No.—/�_/Z-S Z Address: I7 70? ?Z,(I yp per' Contractor: le lrNG� Owner: Date: APPROVAL ® PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: 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: A , • !'K •[.ifs+• w, , • ' Y �: ..dam ,.e •k{-�� �.' BUILDING INSPECTION REPORT Gt�Y o� Permit No.- 1�� ZS-Z Address: �7 7QF O ZC/GK �.p 0 Contractor: 6/l//,Q,Cf ltNG� Owner: Date: / 23 12- APPROVAL ® PARTIAL APPROVAL �® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before _;hMZ,Z 1� AX /.ram✓ 1�� Inspector: V,0 Date: / 23 /Z ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry Drainage ® Insulation 0 other: — -- - ;, •.��_ • .�. I ... .. .�. .. 4�.T .. i � � .r �'�� it �� r.. T . � .. .. _ _ - - - y'a'171a .., r - •• .. .. _ � =a . _ .n:,. iay. . .�. i �.,.,--f, , Y � .... � .. BUILDING INSPECTION REPORT Get v o Permit No. /l'_ !�T'252- Address: 2 09� f,2..zW /M 9�L Contractor: iUCCj,�INGt� Owner: Date: .APPROVAL PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE4NSPECTION by 5:00 pm the day before 100, Inspector: Date: ( /L % ® Under-floor ® Framing ® Gas Piping ®Footing ® Drywall, nailing ® Consultation Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove a Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: r 'i+�'7`�� fir'�!4'+'l;.aY ,►rt'i..az�"r :� T14 BUILDING INSPECTION REPORT G1TY c��, Permit No. ll -l�ZSZ Address: ` 7 7,4 f '4. G ip� Contractor: Owner: Date: APPROVAL ® PARTIAL APPROVAL ® VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able-to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: o 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: �� i �/ 'S ti � — _ _ a �, i��,l�� 1-,4� . .. ... +. � ti .�• � . - �� t: , - Gt- - .��Iti: : �=.:i��'ti :vi .:f. w,a; .. � �i t, 1 y i i, 1�.: .r i, � ,� ... � _ :.. , r i;v::l.::,l�st�:i�'.4� '�rY'�;;I.�R �I�j;1 1,"!i�•r!'J-�'si'� ?�'. CITY OF ARLINGTON � 238 N. OLYMPIC AVE.-ARLINGTON,WA. 98223 PHONE: (360)403-3421 BUILDING: PERMIT Address: 17708 82ND DR NE,ARLINGTON Permit#:BLD20110252 Parcel#:01047900003500 Valuation:$0.00 OWNER APPLICANT CONTRACTOR - -- ENCORE HOMES INC ENCORE I IOMES INC ENCORE HOMES INC DB JOHNSON KEITH HOYER 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 GQNTRAC 1'OR MECHANICAL CONTRACTOR SOUNDVIEW PLUMBING 5917 195TH ST NE#3 Arlington,WA 98223 Lie#:soundvp0033nf Exp:6/13/2013 Lie#: Exp: SINGLE FAMILY HOME 4047 SQ.FT., 1870 SQ.FT-1 ST FL,2177 SQ.FT.-2ND FL,GAR-474 SQ.FT. PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 0 CONST TYPE: DWELLING UNITS: 0 OCC GROUP: CODE: OCC LOAD: 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. rF IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED,IBC 110/IRC 110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. z!z7A (4n.c ) (/ Signature Print Name Date 9 1 Released By Date ARCHIVE APPLICANT ASSESSOR 0 OTHER 1 •� r. �. � i �� ' BLD20110252 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 E.A. • Replace the brass fitting on the exiting tail piece. • Per B.B. • 15'building setback from critical area protection easement-back yard. PERMIT FEES Fee Amount Paid Balance Due 12/22/2011 Building Plan Check Fee(QTY: 1) $2,380.09 $0.00 $2,380.09 12/22/2011 Building Permit Fee(QTY: 1) $3,661.68 $0.00 $3,661.68 12/22/2011 State Building Code Surcharge(QTY: 1) $4.50 $0.00 $4,50 12/22/2011 Plumbing Permit Fee $217.00 $0.00 $217.00 12/22/2011 Mechanical Permit Fee $75.00 $0.00 $75.00 Total Due: $6,338.27 $0.00 $6,338.27 CALL FOR INSPE("rioNs BUILDING/ENGINEER.ING/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 � o a yM m o O 0 �* 00 z N [ °rD N � z y � yIt O z 0 r) 0 o n z z d � Z o � r > O n � d p z 0 It a � to r O a � 17;0 � n N r 0 r W z r ° C z d p ' o n � N Ul sv U N aCD z -% -1 Duct t ..vting Calculator (New Con_ _'uction) > House address or lot #: 17 70 h I;2,,,o biz- N E IQ2LI NGTU�I Loi Conditioned Floor Area: �4¢7 Duct tester location: Le,01Vr D 0 0 P--- Pressure tap location: Ring (if applicable): Open C 2 3 At Rough-in (Total Leakage) Test Method & 7CFM25 est2 Calculated Standards Target Air Handler Present <_6 CFM25 per 100 sf of CFA .06 X CFA :5 _CFM25 Air Handler not Present <_4 CFM25 per 100 sf of CFA — .04 X CFA _< CFM25 Post Construction Test Method & Test2 Calculated Standards CFM25 Target Air Handler Present(Total Leakage) 5 8 CFM25 per 100 sf of CFA 08 X CFA S CFM25 Air Handler Present(Leakage to Exterior) 06 X CFA _< CFM25 <_6 CFM25 per 100 sf of CFA 1. Test results must comply with onfof 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 CFM50 Calculated Test Result ((Z 000 CFM50 X 0.055)_ (4p_+ CFA X 144))=SLA 0.00030 SLA it -ILd•© divided by S62760 = SLA SLA= +000 l 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 CFM50: Cubic feet per minute of air leakage at 50 pascals of pressure Pascal(pa): Unit of pressure SLA: Specific leakage area Vuct Testing Code Language 503.10.3 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: Pnst-construction test; Leakage to outdoors shall be less than or equal to 6 cfm per 100 square teet of conditioned fluor 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 handier enclosure. All register boots shall be taped or otherwise sealed during the test. If the air handier 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: ler and all ducts are located within conditioned space. 1. Dud tightness test is not required if the air hand 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. Dampers shall be closed, but not sealed; including exhaust, intake,makeup air, back draft, and flue dampers; Interior doors connecting conditioned spaces shall be open; access hatches to conditioned crawl spaces and conditioned attics shall be open; doors connecting to unconditioned spaces shall be closed but not sealed; Exterior openings for continuous operation ventilation systems and heat recovery ventilators shall be closed and sealed; Heating and cooling system(s)shall be turned off; HVAC ducts supply and return registers shall not be sealed. BHC Consultants, LLC Building Code and Construction Compliance Services JURISDICTION City of Arlington 16-Dec-11 AGENCY PROJECT # B&H # 003 ADDRESS: Maqnolia Meadows, 17708 82nd Dr NE lot 35 Use Type of Area $cost/sq.ft. Modifier Total Value of all Construction Construction Work 1 R-3 VB 4,047 $102.91 1.00 $416,476.77 2 Garage VB 474 $38.65 1.00 $18,320.10 5 Porch/Decks VB 198 $38.65 1.00 $7,652.70 8 $75.90 0.40 $0.00 $2.60 1.00 $0.00 $0.00 TOTAL VALUATION $442,449.57 BUILDING PERMIT FEE $3,661.68 + 1 $3,661.68 Arlingt6on fee schedule PLAN REVIEW FEE 65% X $3,661.68 = $2,380.09 Arlington fee schedule BHC REVIEW FEE 70% X $2,380.09 = $1,666.06 1601 Fifth Avenue, Suite 500, Seattle WA, 98108 (206) 505-3400 FAX (206) 505-3406 www.bhcconsultants.com LLLLVL 1VL✓L `1 i-Ll V LJ -1 N11111L i ICLA Uy -"I LVV LJVIL VV UIV ir1/� 1 U�N 1 Vl 1 BUILDING PERMIT PERMIT M BLD20110252 OWNER: ENCORE HOMES INC-JOHNSON, DB STATUS:APPLIED ADDRESS: 17708 82ND DR NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 12/14/2011 SCREENS: Select Screen... FUNCTIONS: Select Permit Function... SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION ASSIGNE-1 DUE DATE LAST (#) REQ DO... ASSIGN REMOVE 2000 C-Building I WILLIE... 12/21/2011 0 1 Y N Assign Remove_ 2008 C-Community Development I BFECHT 12/21/2011 0 Y N Assign Remove P� i 1/4 (hPS http://coaweb2.arlington.localTermitTrax/Module Permits/Permits Pennit/Permit Revie... 12/14/2011 ' JJ C b 26, 1 6��� JRR Engineering, Inc. RECEIVED 18609 76th Ave. W., Suite B DEC V 9 6111 Lynnwood, WA 98037-4149 (425) 697-5108 COA PERMIT CENTER Client: Encore Homes, Inc. Project Location: JVaries, Plan 4047 0954... 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: 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: Allow. Soil Bearing: 2000 pif(Contractor shall notify Engineer if testing indicates bearing capacity is lower than 2000 psf) Wind Design: Ps=k*IW*P530*Kzt (Simplified Wind Load Method, Sec. 6.4, Eq. 6-1) Where; k , Adjustment Factor varies over height & exposure (Fig. 6-2) IW= 1 1 JWind Importance Factor(Table 6-1) P130, Varies with roof pitch and building zone (Figure 6-2) Kzt = 1 JTopog. Factor(6.5.7, Fig. 6-4), equal to 1.0 for flat terrain Roof rise in 12" : 6 Roof rise in 12" :1 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' Ps= 14.4 2.3 10.4 2.4 0-15' Ps= 11.5 -5.9 7.6 -3.5 15'-20' Ps= 14.4 2.3 10.4 2.4 15'-20' P5= 11.5 -5.9 7.6 -3.5 20'-25' PS 14.4 2.3 10.4 2.4 20'-25' P.,= 11.5 -5.9 7.6 -3.5 25'-30' P5= 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' PS 12.1 -6.2 8 -3.7 35'-40' Ps= 15.7 2.5 11.3 2.6 35'-40' Ps= 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) SpS = Des. Spectral Resp. Accel. Parameters (Sec. 11. SpS = 0.833 (Eq. 11.4-3) 1 D = Site Classification (Section 11.4.2) Q K IE = 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 = le*SpS/R (Eq. 12.8-2) 1 W= Effective Seismic Weight (Sec. 12.7.2) / p = Redundancy Factor[1.0 < p < 1.3] (Sec. 12.3.4.2) Therefore; V ult. = 0.128 W 1s A�y�bNAL Prepared by: JCM Checked by: RKR Project Name: Plan 4047 (0954...) Project No.: 11-02H 11/28/2011 Page 1 of arxrx- Engineering, 'nc. ENGINEERING & PLANNING SERVICES Project Name: L_ No.: - -�--�--;- 1 -- - - - - -- I qa UT 45 l70 ! I� I iI F i 4 I! -11. _ l _r I I ► ! I f13�� � ! 3'63� (A, LJ- G m"7 6TW- 4, - _1____ ► I _ - - u _I -I I- a---- , II i Designed JGM Checked I-k(Z Date Sheet of 17 ENGINEERING & PLANNING SERVICES Project Name: b43 CA5�-I- _ No.: _ o(D F 7.07 - os' 7,5 - ----��, - -- r-F �e- Ht4 5_ did, FT- ll—�_ i _ I F�F t I ;-- - -- - - ' �47 FT- 114 N 79-..0 - Designed .TC M Checked FZ {Z-P . Date 111 Sheet oft_ 4KJRX-- Engineer ig, -Tic. 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DYi IIi5)_ + 634U ��r�12�2(��,Sxi2�� i tFi P 47- 1 " 4- b, 146 0,77,5" x I- 56 > L/24a � '/b x ig-5 1A.P--V4 63 4 -- It?, f;FG, GAfl� d -m"�A dw� - 10 to X 14 5 241=-Vzf 6,L13 15 3/4 K 18 14 r-yf4 44, ON t�s 1.77 e 1— S 5 V�. - -1,�1 ► ----- ---- --� _ G 4I1-- 6A IR , a D01a p� L =l b �— 160*4 1 7--j- 7 - - 160* 41 IA- 1 I L F � _ �..�I I! 5�j < II4�5 (triS�-bk•�. E W 'L4F�U4 r 'b1-i5 j)���I + 146� ��+isy,l'i 6►bsx —.- 1 0, 407"-I- Di435''_— ►3xl�xri D��41 A. Designed J-6rn Checked R-k4- Date_ It 3b 11 Sheet 14 of 17 JRl L�gineer�ig� -nc. ENGINEERING & PLANNING SERVICES Project Name: PLA JU 4PA-7 No.: 14 to 76 - i._ Z Zq0 (6) �j� _' ,ADS ►� � 2 � � 6�j7��►�1s, = ��` f I R UUfi�t/1. 4 75 ,��,�—�_ « =�4 h !h� I t��z = h$D f►/ ,f`--j�-� :— 1 )43D I bb�,�S ._I I I i - 3 � r �-�-jI-�- I , -I► I m '�q, s' r 2 - 2x VJ pl-#?- IBM, AM s Ol 13'15 Ll _ ' 1 4/ J Z s 1 �x4 4i~� —Lt Spy(,e `� d� 12"w x 6►I TI�-� G�r�G , Uwr 1 Designed JI"M Checked Date II 3 D 1 Sheet___ of 17 y} �_ _ »� I' 1 {' �- aX"J Engineerizzg, nc. ENGINEERING & PLANNING SERVICES Project Name: No.: j I—0-L !_ (1I.I Post PAD uNt,)E.Ft- >~l X7P- am � ,4l DUB Nil- Dw. L14 Pr. l-OAD; I — I -� 13 76 � 41 \ (3) 4 f-f66-R F.W _ i � ..L I / I � � 36 36 x 1 P:�s r _ Pmax, 04-0 t (40+1t)x6,5/2) ( 12/2�1 i l — } r,a _ rn -- I� �!�.�L/�= tiffs o "W- -Hj -- I.� Designed ,rC-M Checked R444 Date 1,.?- T A Sheet 16 of 17 - �� _ i' �� • � • cTRR _ n ?zz eerzng, Inc. ENGINEERING & PLANNING SERVICES Project Name: L-,a 9-b4 7 0"15'+ No.: II-�Z.h► 1 I i iJ - i�R= F.6dT�N�fly- -- i CAP I it t i �- - - ur ...f1...:._,y: D.. Alb; �.o of P5F, I J5; , bt i'1 UP 5 it If Designed X4 r1 Checked Date 12 T I I Sheet- 17 of 17 ' 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: Residential Addition ED Residential Alteration Also Including: a Plumbing (ED Mechanical I-71 D1 Y-2^ 0104790000?S 00 Project Address: r ��' �0�' Parcel I D#: Lot#: ?5' 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: keith@encorehomesinc.com Address: same as owner City: State: Zip Code Building Area(Sq Ft): 1st Floor: 1870 2n' Floor: 2177 3ni floor: Deck: Garage/Carport: 474 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: Allways Air Control Phone Number. Address: City: State: Zip Code: Contractor's License Number: ALLWAAC074C3 Expiration: 5/6/12 1 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 a in accordance with the laws, rules and regulation of the State of Washington. RECEIVED, 12/8/11 V Applicants Signature Date D E C'Q 9 2011 Keith Hoyer Print Applicants Name COA PERMIT CENTER FOR STAFF USE ONLY 00 I J5 errnit# Accepted By Amount Received Receipt# Date Received 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 Accessory Main Total Fixture Total Number Fixtures Plumbing Fixtures Dwelling Unit Residence Unit#X Units Multiplier Bar Sink X 1.0 = Bathtub or Combination Bath/Shower 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 1 X 2.0 = 2 Water Closet(Toilet) 3 X 2.5 = 7.5 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture 35 Units Traps(other than above items) Column Totals 16 Estimated Project Valuation Building Square Footage 96;72 /U�l r 1't Floor 1870 2"d Floor 2177 3`d Floor Basement Deck Garage 474 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. psi. (Measure with gauge or check with Water Department) I hereby certify that the abo ¢ information is correct and that the construction on, and the occupancy and the use of the above- described property will be i ccordance with the laws, rules and regulation of the State of Washington. 12/8/11 Ap i nts Signature Date 8 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 CROSS CONNECTION SURVEY FORM Forward to Utilities Division for Review Type of Residence: p Single-Family ❑ Duplex ❑ Other The Rules and Regulations of the State of Washington Department of Health require that certain premises install backflow prevention assemblies(WAC 246.290.490). Backflow prevention assemblies shall be installed at any premise where, in the judgment of the City of Arlington Cross Control Specialist,the nature of activities on the premises may pose a hazard to the public water system. Type of Permit: 0 New Residential a Addition/Alteration Project Description:New Single Family Residence Project Address: l cd 6-2 /y', C Parcel ID#: 0104790000_y_L00 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: 12/8/11 For Office Use Only Date Received: Survey Received By: �v Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other RECEIVED Inspection Required: YES ❑ NO ❑ DEC 0 9 2U I1 TEFL 6/L 1)-2Z 0D Site Information: ) Impervio, urface: 17708 82"d Dr. N.E. House w/O.H.: Sq. Ft. Arlington, WA Driveway/Walkway: Sq. Ft. Parcel #:01047900003500 Total: Sq. Ft. Unit Size: 7,200 S.F Legal: Magnolia Meadows, Div1, Phase 2 Lot 35 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 N 5. Denuded soils to be straw covered. 6. Armored Construction Entrance. oft. 12 ft. zo ft. ao ft. 7. Parking pad concrete /driveway gravel 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 LOT35 (true corner closer to road) 71200 SQ. FT. 1 I�20.00 W o a 52'6" O s i L a i W a 0 �' Z CD - O M o m � M 0 ' N 91711 ; 00 o 25' i `1 E _ 120.00 00 DEC'0 9 2011 COA PERMIT CENTER 4t6201 ( n-zs.- Encore Homes, Inc 1801 Grove St. Unit B Marysville, WA 98270 (360) 659-1579 Contact: Keith Hoyer 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: Q Project Address: I 4 �Z J ��+ ��)C Parcel ID#: 0104790000 00 Lot#: -3� Subdivision: Magnolia Meadows Project Description: New Single Family Residence 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: Please List quantity of fixtures below: FURNACE UP TO 100K BTU + CLOTHES DRYER 4 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: 1801 Grove St.Unit B City: Marysville State: wA Zip Code: 98270 Contractor's License Number: Encorhi914ns Expiration: 8/13 I hereby certify that the ab0 a information is correct and that the construction on, and the occupancy and the use of the above- described property will be i accordance with the laws,rules and regulation of the State of Washington. 712/8/11 plicants Signature Date Keith Hoyer Print Applicants Name - DEC 0 9 2011 FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received 2010 CJY Property Address: Conditioned Floor Area Date f Builder or registered design professional stgxialare: }:•/.(+Z'X Y JM..�WyN/.• %/f r/f i!/�.'4,'x+S'�rS'• rcS. 54/, ;�/ wtr %�,, :. r/,ryr�� / /ry��-.�M fiT'Y 6'v w�1 �j4G:'' <. ._.Y: ',it� 9s%J�[•;r> � ,••'}}3f • rJ ••f r J ,; }J j f i.. r, �y': �,ri; !S+'//,rr, N ni�f }:� ,Giijr'.cl/,�'//nv Ceiling: Vaulted R- Floors Over unconditioned space R- Attic R- Slab on grade floor R- WaIls: Above grade R- Doors R- Below, int. R- R- Below{{, ext. R- R- r •,c �7,%:��pJ/��N r 7� ,N3r7{fir{ yy�S'"�";�Y� '�'$i•/,:°"3.'f" Y �`Y'r' - .s r+ r- :r h`�a h Ji ,; R:.`'. .,,,•�'Cj}#'1�> .k.l+tY."r,'.'gy. •j,.,'1jhir '�n�q YiY S� v ` yi.:..'.r.,' .:.2�y y 7}jiJ',• d`�}'.• S :? aM%1 Y t l •�, r .4 � �J6ri.• i�f�•.t�C"��Yf.L4�•. /:'• r.' NFRC rating � ) Windows U- SHGC- Default rating (chapter 10 wsEc 2009) Skylights U- SHGC- •�/,ti' �jf .y�i�l- `�' jf'•• `J r.2Y!- Y,••rv�.•'..iy` r r`.,' _ ���� 7�;?'/, f:l 5.,�..�Y%J'1ii,�:.I J/. G!.i ./ '4..'� � r��y :.;�,•/• fr fk,r, •�... .....:... . /� ,v,-• Y. , r ..:,....`I.......,, .c ',9�Y.y1y f��i `..'i... �+ ,G•j: .,ya r < r .. ¢ �•7�f1Hh��� .� ?�': :l:'`:Y;�,�'JnfY'i.-vy yl:'r rr:J• :,N Tv :. :... ,.,:„{....:: ,:fl:r/.••.','.25.:, :J.+,Y./r�'t•:ir,:v;. �s'rb.7a?.:?i:.:hf��R�E�� r• ,,.. rF, .. .Vic•: .�� inr •.-r..i::%•� •.•::%.•>r� .i JrY,�::{.�'.. � System Type Efficiency Heating Cooling DHW 'i•. ' >,'•' �''�Fva• ,�'�.- iJ Y. tG:`."!:r..>i%Gi; ,��-y •`%" ':r'�':'t�?;%. `i'r.: >•.,• y.,: . C�"r. •• "A;C�' ,i / .,¢y1., '''-�i"�yso'•':�'. y,; f';�.:.M1y ::y..ff:... �,s,_.--. �,•�;.•'F`Q�c 3��4:s Y " ' , ���(•� jj ./.?!:!��yy +� .?�'A''�',.:;+ iY;�:.'��,'.,•r'•yf�9:, il+t3f5F k.: .f�,.•„ .��.i... •x�•,..•�rGvFw��:%!�«CcB��(it%:if �� ;�4•:i:.....::t�%�`.:•4{ �•.`.'�'+.'.•,..+.,;;%/!l��lr•::,9j'x.., ,};-rt�e;!,.:Yxc;y� ��,'': All ducts & HVAC in conditioned space ( yes/no ) .• Insulation R- Test Method: Tota! leakage _Leakage to exterior Air handler present Test Target CFM@25Pa Test Result CFM@25Fa Building air leakage target: SLA<0.00030 - Tested leak ra.I.. yy. age: SLA= ¢�'t `i�`•'Z'"'�`7�y:::;;i� C+:.�}•T14}%yYS:?JC••,iyy,v�y :f,.:•.N�::� r �,�,. � ,.. rt r:�: l'���' ,.[.l':✓rS'if'yr•! o .e r rc:::::• '<}y.{,�'S 'F/ 9.�'-i �}`,-•. - �a..•:�Jr..!�.'�j�!!�.-� -.��r�� " %r t� rf:: rF:�i'.f3' ,�i»y.� r- �.�' 7�"!y S�' �� .CC:3f�J5f3".l' .�''�: •���•:l✓`fJ. :��,{��i���3�'r System type: Rated annual generation Kwh 1 Duct testing Calculator (New Constriction) House address or lot M. Conditioned Floor Area: Duct tester location: Pressure tap location: Ring(if applicable): open 1 2 3 At Rough-in (Total Leakage) Test Method & Test2: Calculated Standard' CFM25 Target .:Air HandlerPresent .. CFMzs 5.:6 CFM25 per,.100 sf of CFA .06 X CFA<_ Air Handler not Present- 04 FA _<4 ff.lvl p.&100 sf of CFA: . X C < CFM25 Post Construction Test Method & TestZ,1: Calculated Standardf CFMzs Target Air Handler Present(Total Leakage) 08 X CFA<_ CFM25 8 CFM25 per 100 sf of CFA Air Handler Present(Leakage to Exterior) .06 X CFA 5 —CFM25 5 6 CFM2s 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) Tested Standard CFM Calculated Test Result so (( CFM50 X 0.055)_(_CFA X 144))=SLA 0.00030 SLA divided by = SLA SLA= 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 CFMsO: Cubic feet per minute of air leakage at 50 pascals of pressure Pascal(pa): Unit of pressure SLA: Specific leakage area Duct Testing Code Language 503.10.3 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 documentingthe 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: i 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 manufacturer's 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. i 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 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 i 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. I Dampers shall be closed,but not sealed;including exhaust,intake,makeup air,back draft,and flue dampers; Interior doors connecting conditioned spaces shall be open;access hatches to conditioned crawl spaces and conditioned attics shall be open;doors connecting to unconditioned spaces shall be closed but not sealed; Exterior openings for continuous operation ventilation systems and heat recovery ventilators shall be closed and sealed; Heating and cooling system(s)shall be turned off; j HVAC ducts supply and return registers shall not be sealed. - - �. R 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: 12i8i11 1?'7 v Y�)_r`JL 0 P 1JC a 1 b g I C(�003S-v6 Address: 1801 Grove St.Unit B Plat: Magnolia Meadows Division 1,Phase 2 Owner/Applicant: Encore Home , 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: U a. Single-family dwelling b. Duplex ✓❑ c.Addition El d.Accessory structure 2. Proposed Dimensions: W) L) H) <35' Total SF) 3. Allowed Lot Coverage: Total Lot Size -77,9 0 SF x 35% = 2i �7'-) SF 4. Actual Lot Coverage: (SF of all structures) 2500 — 7 Z�J (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 z d vQ ZO( �01r RECEIVED DEC 4 9 2011 COA PERMIT CENTER r 17708 82"d Dr. N.E. ImpervioL Surface: House w/O.H.: Sq. Ft. Arlington, WA Driveway/Walkway: Sq. Ft. Parcel #:01047900003500 Total: Sq. Ft. Unit Size: 7,200 S.F Legal: Magnolia Meadows, Divl, Phase 2 Lot 35 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 N 5. Denuded soils to be straw covered. 6. Armored Construction Entrance. 7. Parking pad concrete / driveway gravel Oft. 12ft. 20ft. 40ft. j- 2, 5We ZrcrS Per a 'I4, .12- ( A i 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 LO3 (true corner closer to road) 77200 SQ. FT. w� 120.00 W a 0 52'6" r O d- _ � L.Lj CD 0 CD m 00 rn ca ' c 0 ' N 397' DO 25' o i i i 120.001 RECEIVED � �pUt��e�N DEC 0 9 20 Ft UOA C ul-u( 11 (�� ��e COA PERMIT CENTER (vY �� -20 N2-0 I l Qe)r71. Encore Homes, Inc 1801 Grove St. Unit B Marysville, WA 98270 (360) 659-1579 Contact: Keith Hoyer � � ' I � 4047 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 Please use this checklist to ensure that all necessary information is provided for review of your project. ✓� One (1) completed Single Family Residential Building Permits Application ✓� Two (2) accurate fully dimensioned plot plans _ ✓� Two (2) sets of construction drawings Two (2) sets of engineered drawings and calculations (If required) Health Department approval of septic system Verification of Water and Sewer Availability from City of Marysville (if applicable) APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. 1 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all residential projects. 1. Building Plan Check Fee B. CODES The City of Arlington currently enforces the following: International Codes 1. 2009 International Building Code (IBC) 2. 2009 International Residential Code (IRC) 3. 2009 International Mechanical Code (IMC) 4. 2009 International Fuel Gas Code (IFGC) 5. 2009 International Fire Code (IFC) 6. 2009 Uniform Plumbing Code (UPC) 7. 2009 International Property Maintenance Code (IPMC) 8. 2003 Accessible & Usable Buildings and Facilities (ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56 & 51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 51-13 Washington State Ventilation and Indoor Air Quality Code 8. WAC 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. D. PLANS AND DRAWINGS Submit two (2) complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30" X 42" paper. All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible, with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction, that 2 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223• Phone(360)403 3551 • FAX(360)403 3418 have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note: A separate submittal of plans is required for each building or structure. DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑✓ SITE PLAN — REQUIRED WITH ALL SUBMITTALS 1. Two (2) complete sets of plans on 8.5"X 11" paper which reflect all of the information noted in the Site Improvement and Drainage Plan Requirements for Residential Construction. B. FOUNDATION PLAN (Minimum '/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.) Notel 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 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. P- ARCHITECTURAL CROSS SECTIONS & DETAILS (Minimum '/4" Scale) 1. Show a typical roof section with all materials labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections 2. Show a typical foundation and floor section with all material labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections. 3. Show a typical wall section with all materials labeled; indicate size and spacing of all members and insulation values. 4. Show all connection details, including post-beam, post-footing, collar tie, etc. 5. Provide the dimensions for all stairs, with details showing rise, run, headroom and handrails per Section R311 of 2006 International Residential Code. Guards require intermediate rails to be less than 4" apart; handrails are to be 34"to 38"from nose of the tread and to be returned. Show any fire blocking, landing sizes. Specify one-hour fire resistive construction for any usable space under the stairs. 6. Show a section detail for any fireplace, including the hearth and hearth extension. Include dimensions, materials, clearance from combustibles, height above roof, reinforcing, seismic anchorage and foundation details. E. ❑✓ STRUCTURAL NOTES 1. Specify all design load values, including dead, live snow, wind, lateral retaining wall pressures and soil bearing values. 2. Specify minimum design concrete strength, concrete sack mix and reinforcing bar grade. 3. Specify the grade and species of all framing lumber. 4. Specify the combination symbol (strength) of all GLU-LAM beams. 5. Specify all metal connectors, including joist hangers, clips, post caps, post bases, etc. 6. Provide details showing the complete load path transfer at roof perimeter, interior shear walls, cantilevered floors, off-set shear walls and ceiling diaphragm to shear walls (if used). 7. Provide a shear wall schedule noting nail spacing, blocking, bolts, top and bottom plat nailing. 8. Locate all hold down straps on the drawings. F. ❑✓ STRUCTURAL CALCULATIONS 1. Provide two (2) sets of structural calculations if prepared by an engineer or architect registered with the State of Washington. (Not required if using Prescriptive Design Approach from the IRC/IBC.) G. 0✓ ELEVATIONS 1. Show elevations views of each side of the structure; provide finished floor level for each floor. 2. Show existing and proposed grades. 3. Show the maximum building height. 4. Show the maximum site slope. 5. Show all roof overhangs and any chimney clearances from the roof. 4 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360) 403 3551 • FAX(360)403 3418 6. Indicate the pitch of the roof. H. 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 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. 1 acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. Signature: Date: 12/8/11 Own r/Owner's Representative Company: Encore Homes, Inc. Phone: (360)659-1579 6 r ' RESIDENTIAL MECHANICAL PERMIT APPLICATION Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Use this checklist to ensure that all necessary information is provided for review of your project. Please be advised that the 2009 WA State Energy Code is now the current code used to review your submittal. Requirements for Submittal (Complete for Change-Out Only * ): ❑✓ Completed residential mechanical permit application* ❑✓ Mechanical Appliance cut sheets* Heating and Cooling design loads (WSEC Prescriptive Compliance Worksheets www.energy.wsu.edu/BuildingEfficiencV/EnergyCode.aspx 0✓ Appliance location and distribution details, including gas piping info Required Inspections/Tests: ❑ Rough-in mechanical and Gas pressure piping ❑ Duct Leakage Test by a Qualified Technician (see exceptions) ❑✓ Building Air Leakage Test (new construction only) Exception 1: Duct testing is not required if the air handler and all ducts are located within the conditioned space. Exception 2: Duct testing is not required if the furnace is a nondirect vent type combustion appliance and is installed in unconditioned space with a maximum of six feet connected ductwork in the unconditioned space. 24-hour notice of Request for Inspection Call the 24-hour inspection line at 360-435-0674 APPLICATIONS ARE CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. ZON20110071 (PT-LIVE) -PermitTrax by Bitco Software Page 1 of 1 DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20110071 OWNER: ENCORE HOMES INC-JOHNSON, DB STATUS:APPROVED ADDRESS: 17708 82ND DR NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 12/14/2011 SCREENS: Select Screen... FUNCTIONS: Select Permit Function... I - BLD REVIEWS PRINT ADD NEW SUMMARY EDIT EXISTING COMMENT SEQUENCE: 2 ................_m......." "_..__'.- Revised to show no covered patio per Date: 12/21/2011 email from Keith H. 12/21/11. By: BFECHT Action: CMP- REVIEW COMPLETE Time(min): 0 Update Cancel http://coaweb2.arlington.local/PermitTrax/Module_Permits/Permits Permit/Permit Revie... 12/21/2011 i Brenda Fecht lUd t l e"d /,d�( 1 From: Keith Hoyer<keith@encorehomesinc.com> Sent: Wednesday, December 21, 2011 8:31 AM To: Brenda Fecht; Todd Hall Cc: Launa Peterson; Amy Rusko Subject: RE: Take off the rear covered patio RE BLD20110252 and ZON20110071 It was not a presale. From: Brenda Fecht [mailto:bfecht@arlingtonwa.gov] Sent: Wednesday, December 21, 2011 8:29 AM To: Todd Hall; 'Keith Hoyer' Cc: Launa Peterson; Amy Rusko Subject: RE: Take off the rear covered patio RE BLD20110252 and ZON20110071 Thanks Todd. Keith I'll mark up the site plan to show no covered porch. But when you pick up permits we'll have to make a note on the plans to that effect at the counter. Was this a pre-Sale? Breru;r,Fedzt City of Arlington Permit Center 238 N Olympic Arlington, WA 98223 360 403-3551 or. 360 403-3431 Fax 360 403-3418 From: Todd Hall Sent: Wednesday, December 21, 2011 8:02 AM To: Brenda Fecht; 'Keith Hoyer' Subject: RE: Take off the rear covered patio RE BLD20110252 and ZON20110071 I confirm that removing the back porch will meet the 35% lot coverage requirement. I have no further issues. Thanks for the revision. Happy Holidays. Todd Hall Associate Planner City of Arlington Community Development 238 N. Olympic Ave. Arlington, WA 98223 (360)403-3436 p (360) 403-3418 f From: Brenda Fecht Sent: Tuesday, December 20, 2011 3:04 PM To: 'Keith Hoyer' Cc: Todd Hall Subject: RE: Take off the rear covered patio RE BLD20110252 and ZON20110071 I � �ti �a• Thanks, I've include TODD on this em,... b r his review. Also, I forgot to mention t, there is a building setback of 15' from the back yard on this lot due to critical area easement of which your site plan shows that it meets and I've added a condition. Bre U4wFecAr City of Arlington Permit Center 238 N Olympic Arlington, WA 98223 360 403-3551 or 360 403-3431 Fax 360 403-3418 From: Keith Hoyer[mailto:keithCabencorehomesinc.coml Sent: Tuesday, December 20, 2011 12:38 PM To: Brenda Fecht Subject: Take off the rear covered patio Brenda, I came up with 2,478 s.f.of coverage for the 4047 plan if you remove the back covered patio which will get us under 35% for lot 35 at Magnolia. It will fit on all lots under 7,080. Keith 2 r � �s :r. i I � D Cti HIM E ' l j v QO I X I i �rn Oc 90 cT* - --- - -------- ---- - rn ® - x ------------- ]ED! 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