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Home My WebLink About17714 82ND DR NE_BLD20120024_2026 Y�K BUILDING INSPECTION`` REPORT G 'V Y o,. Permit No. I�� "I Address: n 1 1 14 ?)),r%jr�' `.)'( Contractor: EOCAC°" ING Owner: � Date: APPROVAL ® PARTIAL APPROVAL tj 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: Y 6Lj*— ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation 0 Other: BUILDING INSPECTION REPORT iZ.�11Y �,� Permit No. Ia-" 002-`} 3� Address: _1-7?/q goy-^Of 6r ��tNGtO Contractor: �nCo� Owner: E�1.CDi'L Date: $"� ��- 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: PV/f 1149 ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in OFinal ® Masonry ® Drainage ® Insulation ® Other: Duct testing Calculator (New Construction) 908 House address or lot #: Conditioned Floor Area: 3 �D Duct tester location: rjc,v D0002-- 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 10o sf of CPA .06 X _ _CFA < CFMzs Air Handler not Present 5 4 CFM25 per 100 sf of CFA — 04 x _CFA < CFM zs Post Construction Test Method & Test2 Calculated Standard' CFM25 Target Air Handler Present (Total Leakage) 08 X CFA 5 CFMzs 5 8 CFMZS per 100 sf of CFA ___CFA - — -- Air Handler Present (Leakage to Exterior) 06 X CFA 5 CFMZS <_6 CFM25 per 100 sf of CPA - - - - — 1. Test results must comply with onc&bf 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 ((�4 7 CFIVA50 X 0.055) _ (S&�KO CFA X 144)) = SLA 0.00030 SLA it 14.30 36 divided by 5 - 2 O = 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 2S 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 CFMu: 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 r,LA: Specific leakage area 1 ' - p ' , � . , ^ - � ^ ~ - _____ / - _ ' , `C ~ o m 0 CL y d F V m Q ^� I fi 00 ° [ o o � o � z o F---� d �' � Z x M It 0 cd m (D Oil o � n d > Z o U) ryn rtTj � o tj m Q y z It r d z � M � c nO vd O d o C+ r00-4 Cr1 It z U r) ny ° ° W cn �� cn CD � N o n o CD n "i7 N U) N CD z C I T ®F Z3$ N aLYR4CL 1 AVg. - N Py0 G r NEF• (360)4 ON' wA• 9 o' 03-3g21 8223 Address: 17714 82ND DR NE,ARLINGTON �Z T Parcel#: 01047900003400 Z,Z,�ING pE 7' ONV'IER APPLj` ENCORE HOMES,INC ENCpR-� �4-ry KEITH HOYER KEITH0 OAS, 1801 GROVE STREET,UNIT B Pet'ltlit I MARYSVILLE,WA 98270 MARYS v=L TR I1V� Valuation: COT Lam, Wq E7:UNIT B ENC�TRACTOR 98270 KEIIRI01Y MES PLUMBING CONTRACTOR 1801 GROVE ER tNC SUUNDVIEW PLUMBING MECLq Allways Air NoC`� MA#YSVILL STREET UNt'PB SOUNDVIEW PLUMBING 1515 S. C� �IrvIL OA Lic 5917 195TH ST NE#3 TfU>l� Ex E. 98270 Tacoma, W tei Strcct OR ARLINGTON,WA 98223 Lic#:SOUNDVP033NF Exp: A 9$409 Lic#: AL_Ls VVAAco74C3 Exp 5/ !JOB DESCRIPTION SINGLE FAMILY RESIDENCE-Magnolia Meadow 612012 blvlS�on PERMIT TYPE: Residential 1, P STORIES: 2 tease 2, Lot 34 DWELLING UNITS: I CODE: 2009 IRC PERAT CONST GROUP• ACC HYPE. Single F' PE OCCL�A�UP; RVB YResidenceNeW I AGREE TO COMPLY WITH CITY AND STATE LAWS REGMxT qp PERSON WILL BE EMPLOYED IN VIOLATION OF THE ING PR-OV n/a COMPENSATION INSURANCE AND RCW 18:27. I-A80k CppES OF CT L ANp THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE g IT is USE OR OCCUPY A UII'D CIP ING THE STATE MOFOMG THE W�" A CERTIFICATE OF OCOCUPANCY HAS BEEN GRANTDED�IBC 11 p RL1C 111RE oFFIC7�1 L OR HIS/[�E uASHINGI URIZED 7II'Ctl rRCI Io UN77L RDEPUTy ATING TO L121:Qy NO SALES TAX NOTICE: Sales tax relating to construction and co A F ANDALLF WOKKMEN' coded City of Arlington#3101. con MAL INSPECTION EES S uction REP /t • / materials HAS BEF Ize, h _ ; NMADE AND/ � neCite'ofArlingtoAPPROVALORAS' nature � n must 6e Print Name Date reported on your sales tax return fon n and Released e ates�L ARCHIVE APPLICANT ASSESSo� a OVER ��D2 4 1 2 4112 4- Y ARY COq�gTRVOTION ON T H E CO 5 RN�TE pTE PE4�ITION PROPERTY RwSS%OW WORK TO BE pONE O 4 REOU�RE SEP AR OTEp TF1lSPERpRI EOJA SSA OUEES'ETC.)w4. WORK N IDEW A.'KS' along that side. Y Tj4F tO�RBs'S allowed HORS P,36,,)OMA vents Ze tail piece. 2Q.inches or n brass fitting On must be less than ace the raid 5 feet setback anon. PERMIT FEES es along her inform plans for w� Fee Amount $0.00 $21'1 pp S(3.00SO.00 %-Z g Lion $2,385.91 $6�3g8_19 Descrip ermit F $4.50 ee echanlcai P F ee Penn 1) $ S8• 2 P1umb►ngPemiitFee Building Check Fee( •fli: l) Total Due: 12 ,Plan a Surcharge(� 12 BuildinbildingCod 112 State Bu CALL FOR INSPFCrIONS .Vlv INA ,(360)d3 0b?4 piGIPAItKS 403t36p7 Site t, ras'ToraOf rnoo BVILDrnGfOGINEE FIRE(360� umber, morn n, Job, ing information: PeAn'whether you prefer leave the following pate Prefereed, for an inspectiot NAmc nd Phone umber, lhen calling tea,Gontdc being reQues None RECEIVED JRR Engineering, Inc. JAN 19 2012 18609 76th Ave. W., Suite B Lynnwood, WA 98037-4149 COA En-alree�ing, Do pt, (425) 697-5108 CA20)ZML!L` Client: Encore Homes, Inc. Project Location: Varies, 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 psf(Contractor shall notify Engineer if testing indicates bearing capacity is lower than 2000 psf) Wind Design: Ps=X*IW*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 1 lWind Importance Factor(Table 6-1) P130, 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 Roof rise in 12" : p " 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' P5= 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' 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' Ps= 11.5 -5.9 7.6 -3.5 30'-35' Ps= 15.1 2.4 10.9 2.5 30'-35' P5= 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) SIDS = Des. Spectral Resp. Accel. Parameters (Sec. 11.4 SIDS = 0.833 (Eq. 11.4-3) D = Site Classification (Section 11.4.2) IA SD 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 =1 IE*SIDS/R I(Eq. 12.8-2) 1W= Effective Seismic Weight (Sec. 12.7.2) p = Redundancy Factor[1.0 < p < 1.3] Sec. 12.3.4.2) a.,. - _ . 89_ Therefore; V ult. = 0.128 W 1S NAL .7 4 Prepared by: JCM 6Rl=Si fO`t-5 xw 13 Checked by: RKR Project Name: Plan 4047 (0954...)_ Project No.: 11-02H 11/28/2011 Page 1 of JRR E.ngineering, Inc. ENGINEERING & PLANNING SERVICES Project Name: L-AW 40477 06 54 a No.: I _ I 1 Il—._ _�_-h �I'' -I - - - --I% +1 (A' I TJ' i � 1 r a i l I ► N 13, �� I - UJ 5.7 I U3 6� - � j1As 1 -d-1—T_H_ i I I I . ! _I_l___ -} - -1--F 1-_C-�1- 1 I I LL - - I i I f11 . 1 ; I I F i' i Designed- J"GP�i Checked IzKR Date 1140.41 Sheet oft_ aTRR 07ngi eerli�g, Inc. ENGINEERING & PLANNING SERVICES Project Name: 5y- ,! No.: u--111 I i I i _ � I I I i_� ► _L- i 4 UISL Ti E4 I IS IT Il---- i 1 FFL,C 3,0 I I 3 D r 14 _ 47-�-i- Designed TCM Checked Rk_P_ Date I 1 1 Sheet oft JRR Engineering, Inc. ENGINEERING & PLANNING SERVICES Project Name: E!L AW( 40,'Z No.: r- cu 71-1 flF►ilj: �-OAD5 i p IE 5 0� ��f✓�� ;4 wb C SR� LJ _IL.I►1.1 _ P!. U g -r II °3 N4115 II�ti5 �� 4I L i4, 1+6T, -V._I �4�52r5�1 II�Z.� il- t4;�4 (� �/�� . 1��4(17,25xy - -_ -- -- 77 I I_ ,; t _ _ , _ t '� ► ass I I - I Ll II I I Ii V 10 (3A51': dt� -I- OrP 51-70 -�720 ,. Ltwp 3 -i .T ��..5�1 MIG O-L-Kv, -A W0E-6T reAs� - I I:H I . < < < 15 ( 45* 46,5 4 1615 �K i- ►41k27 + 1D#,0 IL.SC454-6Ir,,)� 6 .) T 1 +�45�(�-� i- Designed_ �'� Checked Date It 28 Sheet of 17 ° ENGINEERING & PLANNING SERVICES Project Name:_ No. JRR E Inc. ENGINEERING & PLANNING SERVICES Project Name: 1OWLH 40.4•7 No.: fI-02H jam` I a v �,;i f 14 iS + o 5 a=U k ra -,- !—! � 5�+ 7 + 13 / - - -1 -�- I � IH bar, OT 6f471 6'— ® � Msr37 STiAp U, z 9,,750 ltFLIF7 2'�45 hO-'�7 5TR i p > lshox► UPI _ B 14r�0 --TD - fLR, � < I'�rs�� 5liltp�;5T62i 5�5TR�P �vata�D-- �.5 / .c I?b 1 - (o,9--A w3)7 i—-- - Designed �C-M'1 Checked Date 12=G A I Sheet 6 off i cTRR E Inc. ENGINEERING & PLANNING SERVICES Project Name: 26AW 40147 045 No.: � -j-I— o— — 5 S - �i.__. ' II � IIi � I 1I6 77 -J j0,54 -7f 5i5 : 171 L 230 _ Pl-I r-r = ►gal �� I �D *� i�5 �s �� J I I—� I �1� i_I I T I --1wl 4 i u P i Lr s T -+- Designed Checked P444L Date Sheet_ 7 of�— i �TRR Eng�rieer�ig', Inc. ENGINEERING & PLANNING SERVICES Project Name: 4 D 4 7 No.: l tilw z 5 (� S - 1 Alt 'z 4 6bp5,l!— _ . I_ • s o +y +- � - t 'L b • 5 1 D IV1�Nb I h i I I 4+flu-t aN Dr-P1 (At" ;bFf'lc�'�tn,� � I i - - - - bay-�b�.wr�._ � . 6 sue,. 1 1I I C,3 uJdu I I I _ e afmiC,- � J Designed .7 rYl Checked Date Sheet P) of 17 JRR Engineering, Inc. ENGINEERING & PLANNING SERVICES Project Name: H AO 41),47 ( D"154 —) No.: — -- -- — —- — I - - -- --- ! J -� --i-- -- � � C7�5d�15� 45�2J-_}' 2l) ��-S � �►25��2� _ lDVU*�' �I I I R I i 1 L r I .I�� ( � = IbID 4�1� 201�D 1-540 �I�15 0�-� -- 1" �I�I5 Z4x0 HF� I.L �� r—tA t,ti 7-p.U 5� . L v�r. ti 10 l.� � / - - - - - — b15 S iW' —4 - 7 -- -- - G 1-� 1�0rAl,i 2 HDP,, wf HIP-pin-, PpI r t-br p 7 '�xlbt PF}I m z, 1` 6 ►9) ��DtI�Z t � alill ► � � I � I � 6 --i- I r'l : 4735 -..� iz,45- /}5BO 14--Ae.' - � D f- l-*2 oN FWA/TpyUs 8f-,-/. ; i _—'w— = _( 0 J I t [ I—:-- 1 _ 20 40Rf, ru,v- 17-Vs y 5p- ; Ur 2/1� — IDID 1 (g?4b 15I I ��I i� � E� I F'I dial-•- u,N.D , fi Designed_ AGM checked J Date 0 1 Z11- Sheet 1 off JRR Inc. ENGINEERING & PLANNING SERVICES Project Name: ( 6°I 54 No.: M R � 9 S 1 - _r `�-r- ' 1 I bPAN �T; • pPAN SPAN I -ryl--- ..•I I I� I I ��" .r-- i -1 - Fe 77=— I � I A 1 4-H -- ! MW Pau i I �J __ ! r,tN71f S21'O ---•�— �—----� ALL TKU55 HAM6BRS BY TRIDv MFR -I UPP;EFL Izl-DOR FM61, F*Y P►-.4 j WryFT 17 _ I I Designed_ TC-M Checked RI'1=+_ Date 11�/='��II _ Sheet 10 of 17 cTRR Engineer ig, Inc. ENGINEERING & PLANNING SERVICES Project Naw:__P_-�� -7 No.: ItLPAA 6R�= I-i { � - — z 1-7 5�6 i 15) I'll �I4 2= 0,6 2 11 1 �r nl_ � � 3(�7 � 13�0 —Df=• 0- 16 ,c, -�- —' I I - I _-� I 1 Fa5'lT�-N TD��Ti+�•(�. w/ tD.d I_ " I � •_• � � ^..�-•" F N�' �15T� 1Z�Sf'FL'rl v�Ly.�b� o N-F#2 fi,T- ,4-aNIM 6.4s-f-, CIZ-,4 ; L - 16' % , - V = 67 (16 1'1 67 (1 0 1/V w I I"i R" ` ( I P /,(`1 1 r ®�l .�•(� '� 4rL 5° m f (6OD c_ 'r65 (1,15) 22,5 (50 16) / I of u•66! 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ENGINEERING & PLANNING SERVICES Project Name: PI-AL] Z+P47 No.- I1—D'Z14 J L _ 7,6 --r- --} � - _I -- !-- lr.� wr =�-C6 +lo��fz + b�� N 1�5 - ��a � _ r►._ _..L. n 24F Y4 � t G411 FB-5 L = �, o' ( ��Ns l p l► UPU�r� I_ _it�__�_. ` I i_ ! !I i �v �175 = 'L3vb� 1104 65 17 S - L 41-0 L1,05;—j�E x►D OF42 wl U5110 3 Ib_5 w I ..75 , vr- rJ05 , ��,� W= �25-I 15�.�Ib � d5 + (4o d-iO) 7/1 j- i 4, 1 2455 II SOy - X- V= -40 -E I� �r�n I lit- 5 ADD i H+H-Wf203;G4. 5b: � .►--� 'a"'1xlo f�,�,�2 �� (-INUS'>�D-3 = v — ►IUD 17 i�50 17� 615 I, 4j-44,t 5 0, Sbq L/l�pl) - 3 � I Designed IT Checked IZk Date II 3D II Sheet of 17 I I �TRR Engirteer�ig, Inc. ENGINEERING & PLANNING SERVICES Project Name: 6,154 No.: �G L 2L� ! GPI-IS(✓Jv W h16' Liyl_-Q u1b'T'Ga► - —`' 5 C � M*;w►,: 4•anb , —i- � I_ �'I_(,iT RAG.�-RR�-6 � 1h b 7, VW -I- 3640 = 63g0 ... I 1 —!1a460 -� — 1D.2-1s .W1 400 �� J� rm 46o c I q µ +k l� , Tl __�- -- -M 6A.4�i.b c 7.1g�. ! 11 _ Uri i 4 630 7I?az I�F�Sxl2� i� i Art = P,411n +, p12 � 4b" = 0, 7,,5 -�— - - �(O x 1 9 .-V4� i 6R6, 4API mars svu. I D +60,1�4 05 ps l #bI s dR ;GN-Ic . 6AR , 'boD1z 4DR- I 1 L =l b' RL w ►=�I IUD 160*1 - — - 41 S II`S i l I - — _ 1,73 5 5 ti 5'D —t D�5 -L 4F-V4 �. �� 1 kl• b an = IAl S6)(1b)4/el +.ti�� I$xr�2L�IiSx� _ 7 6-407n+ 014V= p.Q4l'/35,"L 2 � �I�o-t>j;► Designed T6M Checked PJ4— Date 11 3b II Sheet _of17 V JRR Engzn eer�ng, Inc. ENGINEERING & PLANNING SERVICES Project Name: 4EDL.��fJ A Dti'7 [ 4Gt5 4 No.: o FLO+- R—A ►m L = 1.1- i�l - �� 4.915 Pf=*2, 1 Lij ?-O�0 61-L +1 ( 6�17�(►l15� = --�14 `;_� �#2 r✓ `�`rfilR-W1fA. L = 7,S Usti �Ixb _ ,�._.J � —!_ (W--i 4& � DF#2 gym- ON 4Q�''DlGl PoT �►YF'� U�►J;D� i !_ 1 — = 13l5 (44/2) = -0sD sF- 4XO Dim 92 Bm , N 4x 41-�F: C 4 AA 'Li tJDEp. x 6" T 4L I I Designed f6N1 Checked RIB- Date Sheet of 17 it JRR L�'izgineerzng, Inc. ENGINEERING He PLANNING SERVICES Project Name: No.: I I- b z. ........H.- J— -I-- I--l- 1- t ---�-�- t,144 �d57' PAD Vr`IMP- MXT-' FW. C Ab" �.*K PT. Imo; cVpp-ST cA=. Ili-+ -+—{- 1 f G S, Vim. pe4 14p` t I I I I - i-T 46� + 13-7.5 2� 4- -4� rb g6 tiI 5�� ti 3plix3r)��x 1I _�__!_ 4 R- I�R �H41 4, 11 1 �x 10 Pam, G O�' P-Gl4 FT�,, 6 B,o�- pOp.Gµ w� WaoD pp-G!-��'DRfi►'G,-�� IVT) AP-6;aF—j 4 I � �� t D � I ? ► f+1 � t 1 � � 1 �� -I-r Designed . c-M Checked F'4-p- Date I'L T Z11 Sheet 16 of -7 I �1H1� L'ngzneerirtg, lnc. ENGINEERING & PLANNING SERVICES Project Name: No.: I Alit, DP11YCfz � VIC j AA11i f j_ LLD GprP SDI ' y� 01p. Glri ji � Z iat I M. i -- - - -- - - - ----=- a- , L 6) ( ` Z I 5 I •,� t 1/„� s , I — --1-- - j ? - � i i I i I i Designed .TG I✓I Checked P4tR Date t1 1 I I Sheet 17 of1_ 1 JRR Engineering,Inc. 18609 76"'Avenue West, Suite B Lynnwood,WA 98037-4149 Phone: (425)697-5108 Fax: (425)697-4506 May 15, 2012 RECEIVED Keith Hoyer MAY 2 1 Encore Homes, Inc. 2012 1801 Grove Street, Unit B Marysville, WA 98270 Per SUBJECT: Construction Revisions, Encore Homes, Inc., Plan#4047 (0954...), Wind Exposure-B and 25 psf Snow load, JRR# 12-02AL Dear Mr. Hoyer: JRR Engineering, Inc. (JRR) understands several design modifications are proposed at the upper and main floor areas for the above subject building. Based on your request, JRR has reviewed the plans and calculations and the information you have provided and determined the subject revisions may be completed as shown on the enclosed partial foundation, main and upper floor plans. These revisions shall be incorporated into construction with reference to the previously approved plans, specifications and details. Please advise if you have any questions or concerns regarding this matter. Sincerely, JRR Engineering, Inc. que ., K. E. #46389 0 t 94 9 NAL SIN M, Concurrence: I 12.�ZI)13 Ronald K. Riach, P.E. Encl.: Partial Fdn./Main Floor Fmg., Main Floor& Upper Floor Plans (3-sheets total) \\ mrlcll JRRILETTERS11202AL07.doc lrrl E o 0 o o� �._ z Y �COZO F�m�vz � ! u am � ;u , Zz0, �g ��N d -� � rr1 c� II =�_ -- -- oar n0, -- - r:-- >-- I -74 &- $ Zr^1� o' I I it I • I 109 _ — -- — -- I — 4 x8 DFDF#�I.4x4,4�P12W COMT. G 12X�4 CD 46 4-0 c:) Un 2x6 HF#2 RT 16'o,` \ 'WOMorp.T 4R4140' SPLICE of BDx1241I1CONT.FTG w12#4 I I (_ t III ° lill0IolAzIM -..1: IIlIIlII � I � I t f I I� �$ I I I I I� � I �► � I �� =�I=�=�I� I I � :: I �� ° �� t P 44P i It � � I _ I I I I I� I I I I I I �� l 1 , l ,p. 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IT L1�LAA6H v "A EINI REAR 5,W, ('T�inin Arch ' — 4?!(;'IF ee w \ 1713118" 20" 5.11 �r G�(pwSN)cN 1 Q I ) w o I ZO I i @teal to - I. w z 1 z" I 10, I �o I sT °� £ I a� d, I N } D8 t— ' L2xGHF#2 6eC'` 1-2XS S ax 4 F2 id —T'. . -- � !P o i 5020 Q SQ2Q Q I 4xfl NF#J2 4xB HF#2 � � <n Y I o w re I in I m U 13�E �; r O 3 m i m 2868 a a m I t CL ji rE) I P III 5'0" V-g" w 5'-3 — — — — _ — — — — — - i O a, iF False Peak,Stick Fr me slope to Wall lo'el co I I O U) o IJ d O V - O rn °° CD °' G / w - —�— — - o — - - - - j —q C) z3 �d 0 �'d > �5Q68 ..�� g•..7^ v i I b ppoo� v o� r1 b Jdca -'� y �-Q�'�i fn 0 vs g cFr m kz_• i 5,-a, ro 1: x ^� r x wT_ M -L �000 to Co b�y3� y Vi ° ( ) 48 NF#2 ' 2,-0" , 2'-2„ !: I I Permit Review Details Permit: ZON20120013 1002 Complete? Y 01/25/2012 LPETERSON 30 no comment y Total Time: 30 1004 Complete? Y 01/19/2012 MHAYES 10 No comments for this review. y Total Time: 10 1020 Complete? Y 01/20/2012 FRAPELYEA 5 No comments y Total Time: 5 1026 Complete? Y 01/24/2012 RSHEPARD 0 no comment y Total Time: 0 1028 Complete? Y 01/20/2012 EANDERSON 10 Replace the brass fitting on the tail peace. y Total Time: 10 1032 Complete? N Total Time: 0 2000 Complete? Y 01/23/2012 CYOUNG 0 No issues. Eaves along 5 feet setback must be less than 24-inches or no vents allowed y along that side. Total Time: 0 2012 Complete? Y 01/20/2012 BBLAKE 5 No critical area setback required y Total Time: 5 Total Reviews: 8 Total Time: 60 1/25/2012 10:26:42 AM Page 1 of 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 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 tD Residential Alteration Also Including: ED Plumbing (ED Mechanical Project Address:- I ILA 1 Z'�L'I), /y t�- Parcel ID#: 0104790000 3100 — 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 --- Address. same as owner E-mail: keith@encorehomesinc City: State: Zip Code: Building Area(Sq Ft): 1st Floor: 1870 2nd Floor: 2177 rd 3 floor: Deck: Garage/Carport: 474 Basement: Project Valuation: Contractor: Encore Homes,Inc Phone Number: (360)659-1579 Address: 1801 Grove St.Unit B Marysville City: State: WA 98270 ENCORH1914NS Zip Code: Contractor's License Number: ei13 Expiration: 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 5/6/12 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 b in accordance with the laws, rules and regulation of the State of Washington. _ 12/8/11 Applicants Signature Date Keith Hoyer Print Applicants Name FOR ST I LY 2- _ Permit# I Accepted By Amou ived Receipt# Date Received ti ; � ' 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 35 Units Traps(other than above items) Column Totals 16 Estimated Project Valuation Building Square Footage 4047 1 st 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. (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 a ordance with the laws, rules and regulation of the State of Washington. J 12/8/11 ApplicV's Signature Date 8 I I 1 RESIDENTIAL PERMIT SUBMITTAL ®r 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: ED 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: M New Residential ®Addition/Alteration Project Description:New Single Family Residence Project Address: I V� Z 2 , -'oh, )J Parcel lD#: 0104790000 3-(00 Owner: Encore Homes, Inc. Phone Number: (360)659-1579 Address: 1801 Grove St. Unit B City: Marysville State: \"A 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: 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 Community Development Single Family Residence Building Permit Supplemental Checklist 1. Plat name, if applicable. 2. Vicinity map. 3. Zoning of property. 4. Front, rear, and side yard setbacks. 5. Garage setbacks. NOTE: All residential driveways taking access from a public road (not including alleys) shall be a minimum of 22 feet in length. 6. Building height. 7. A break down of lot coverage by building. 8. All critical areas, if applicable, with designated setbacks and buffers. 9. Two (2) shade trees per lot are required for Residential Low/Moderate Density, Residential Moderate Density, and Old Town zoning. (20.76.124) a.) If street trees are present, or are required to be installed as part of the building permit, said street trees may count toward one of the trees required. b.) At least one of the required trees shall be planted near the rear property line of the lot. c.) Non street trees shall be native species, have a minimum 2 inch diameter breast height, and attain a minimum height of 25 feet at maturity. 10 RESIDENTIAL PERMIT SUBMITTAL H 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 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. 6. 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. p✓ 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 1 .ti I I RESIDENTIAL PERMIT SUBMITTAL .fxZ. 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. t. ❑✓ 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 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. 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 OwnVr/Owner's Representative Company: Encore Homes, Inc. Phone: (360)659-1579 6 I `l 1 RESIDENTIAL MECHANICAL PERMIT APPLICATION City of Arlin ton• Department of community Development 9 238 N Olympic Ave. •Arlington,WA 98223 • Phone 360 ( )403 3551 FAX(360)403 3418 Use this checklist to ensure that all necessary information is rovid of your project. Please be advised that the 2009 WA State Ener Ced for review the current code used to review your submittal. 9Y ode is now Re uirements for Submittal com lete for Chan a-out Onl ; ❑✓ Completed residential mechanical permit ap plication* pplication* ❑✓ Mechanical Appliance cut sheets* ❑✓ Heating and Cooling design loads (WSEC Prescriptive Compliance www.ener .wsu.edu/Buildin Efficienc /Ener Code.as p nce Worksheet) ❑✓ 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 within the conditioned space. a located Exception 2: Duct testing is not required if the furnace is a nondirect vent e combustion appliance and is installed in unconditioned space with a maximu feet connected ductwork in the unconditioned space. m of six 24-hour notice of Request for Inspection Call the 24-hour inspection line at 360-435-0674 RECCA/>GD APPLICATIONS ARE CONSIDERED COMPLETE IF AL JAg 9 201 REQUESTED ON FORMS IS FILLED IN. L INFORMATIOIy,�gin�ering be J 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: �� g 1 c �. �� Parcel ID#: 0104790000 jco Lot#: J 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 1 OK CFM VENTILATION SYSTEM HEAT PUMP 5 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 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 be in accordance with the laws,rules and regulation of the State of Washington. 4 12/8/11 A cants Signature Date Keith Hoyer Print Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received 2010 CJY 11 Property Address: Conditioned Floar Area Builder or registered Date design Proressional cel� --�;s �r•��:mot � •R- v ar y i t j t Y q?S To v.a. Attic s ver un c �w w ..... R_ onditioned '' Walls: Above grade R_� Slab Vace R_ on grade floor. int. Below R Daors' R_ t .. 76 ». �• ff� orb R^ SRC rat Default rati g �, l ., SKyligbts Tj. 'S > a3 SH S fo r .fir} ,.} ,• 5�..{' ....� .. ..... :�l,.'ar 3 : •:� C,r �'� Y3'��'� �,ii:' VAR ,• Heating Type r %:E` .ifs: : 1: Cooling EaAncy DHW ducts HVAC in Test nditia pace �' � ` Method: Total yes/no ;fi >{ talleaka e � Insularion,— Building ``- �Leaka est Target C,F�, � Leakage to exterior —� Pa --.Air handlerpresent air leakage target: ,� Test Result ��`•. -{ 0030 - T red leak �U 5 a ,: �� a _~ •:ate 's'��r C7 ��.?LA= •'o,<#�n�N�y. .k! 1S i ,�, ..,<.t: o'�'S3.rt-r, ?�;C>s.'E:,ri Y�em type. mar ,+.• � 5i•' ;�� s!n s�•�¢�� annual r'°° generation A . • ■ _ ■ — ■ 1 ■ mf 1 —ME 1 ■ ■ 1 1• ■ ' ' 1 I . . I■ IMMEMEM • gmq _ ■ ■ J ■ ME ME ME MEN • i 9T - ■ MEN ■ IMMEME — 1'r• MEN MEN 0 • - - . J ' ME ■ ■ • 1 ■ 0 Ttm9L 0 mom 0 0 MIROMM 0 0 olm 0 mmmm� mmmmmmm� 0 0 - _ . — _ ' ME ' - • r ON - - ■ ' r ■ ' J - ■ . L. on ' 0 0 MEN - • . • - - 1 7 x i •u OF ME NO • • i ` ' _ - 1 �1 `, fir — ■ • X. . k : I _ * _ ME I ME IMMEME . _ ME • - - - ME ME ME ME I!rL .ME ME • 1 1 ' .111ILL r i• ■ ' T . ' = No . . - Duct testing Calculator (New Construction) House address or lot#: Conditioned Floor Area: Duct tester location: Pressure tap location: Ring-(if applicable): Open 1 2 3 At Rough-in (Total Leakage) Test Method & Test, Calculated Standard1 CFMu Target Air Handler Present CFM25 per 100 sf of CFA 06 X CFA< CFM2S Air Handler not Present 04 X CFA< CFM25 S 4 CFMZS per 100 sf of CFA_: . Post Construction Test Method & Test2 Calculated Standard CFM25 Target Air Handler Present(Total Leakage) .08 X CFA< CFM25 5 8 CFM2s per 100 sf of CFA Air Handler Present(Leakage to Exterior) 06 X CFA 5 CFM25 S 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) Tested, Calculated Test Result CFIVI50_ (( 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:notmet 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$O: Cubic feet per minute of air leakage at 50 pascals of pressure Pascal(pa): Unit of pressure SLA: Specific leakage area I 1 I 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 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: 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 handier 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 jto 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. I i � - - • - - - General/Specialty Contractor A business registered as a construction contractor with LEI 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 ALL WAYS AIR CONTROL INC UBI No. 601444551 Phone 2533837718 Status Active Address 1515 S Center St License No. ALLWAAC074C3 Suite/Apt. License Type Construction Contractor City Tacoma Effective Date 2/23/1993 State WA Expiration Date 5/6/2012 Zip 98409 Suspend Date County Pierce Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty Specialty Effective Expiration Status 1 2 Date Date ALLWAAC086KFALL WAYS AIR Construction General Unused 5/6/1992 5/6/1993 Archived CONTROL Contractor Business Owner Information Name Role Effective Date Expiration Date CHAPMAN,JAMES BLAIR Member 01/01/1980 CHAPMAN, BERNADETTE ANN Member 01/01/1980 CHAPMAN, KODIE JAMES Member 04/09/2010 CHAPMAN, BLAIR BERNARD IMember 04/09/2010 CHAPMAN,CHELSI BROOKE IMember 04/09/2010 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 7 Ullico Casualty PHSB009000235 09/29/2011 Until Cancelled Company $12,000.00 08/17/2011 6 ULLICO CASUALTY CO SB009000893 09/29/2009 09/29/2011 $12,000.0010/08/2009 5 JCBIC ISB6314 02/01/2002 Until Cancelled 10/01/2009 $12,000.0002/14/2002 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 Date Amount Received Date 18 Starr Surplus SLPGGLO1271- 12/09/2011 12/09/2012 Lines Insurance 00 $2,000,000.0012/13/2011 17 TRUCKINS 035025926 11/14/2010 11/14/2012 EXCHANGE $2,000,000.0011/07/2011 16 MID-CENTURY 035025926 11/14/2009 11/14/2010 INS CO 52,000,000.00 11/05/2009 15 TRUCKINS 035025926 11/14/2004 11/14/2009 EXCHANGE $2,000,000.00 10/20/2008 Summons/Complaint Information Cause County Complaint Judgment Status Payment Paid By 09-2-20293-1SEA KING Date: 05/28/2009 Dismissed Date: Date: KELLER SUPPLY COMPANY _ _Amount: $82,446.16 https:Hfortress.wa.gov/lni/bbip/Print.aspx L:� I 1/19/2012 InterPlead: No IBond(s): 5B6314 (Amount: $0.00 I Amount: Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 1/19/2012 BUILDING PERMIT PERMIT#: BLD2,0124024 + . ,a;. OWNER: ENCORE HOMES, INC-HOYER, KEI... STATUS:APPLIED ADDRESS: 17714 82ND DR NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 1/19/2012 SCREENS: Select Screen... FUNCTIONS: Select-Pen-nit.Function..,,. SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION ASSIGNS...IDUEDATE1 LAST I (#) 1REQ?DO...I ASSIGN REMOVE 1002 P-Engineering I LPETER... 1/31/2012 0 Y _N Assign Remove 2000 C-Building I CYOUNG 1/31/2012 0 Y N Assign Remove ok �V http://coaweb2.arlington.local/PermitTrax/Module Permits/Permits Permit/Permit Revie... 1/19/2012 � � � � � . � I ,�, Page 1 of 1 Lo 5q DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20420013 OWNER:,ENCORE HOMES, INC-HOYER, KEL.. ♦ STATUS:APP LIED ADDRESS: 17714 82ND DR NE,ARLINGTON BALANCE: $0.00 * ISSUED: CREATED: 1/19/2012 SCREENS: Select Screen... FUNCTIONS: Select Permit Function... GENERAL- BLD REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION ASSIGNE...IDUEDATE I LAST (#) REQ?DO... ASSIGN REMOVE 1002 P-Engineering I LPETER... 1/24/2012 0 Y N Assign Remove 1004 P-Engineering II MHAYES 1/24/2012 0 Y N Assign Remove 1020 P-Sewer FRAPEL... 1/24/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA... 1/24/2012 0 Y N Assign Remove 1028 P-Water EANDER... 1/24/2012 0 Y N Assign Remove 1032 P-Utilities I LTAYLOR 1/24/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 1/24/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 1/24/2012 0 Y 1. N Assign Remove http://coaweb2.arlington.local/PermitTrax/Module Permits/Permits—Permit/Permit Revie... 1/19/2012 r �� cm t"'I"A RESIDENTIAL F 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 hour turnaround Date: 12i8i11 r Address: 1801 Grove St.Unit B Plat: Magnolia Meadows Division 1,Phase 2 Owner/Applicant: Encore Homes, Inc. Signature: fjj/ 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 a. Single-family dwelling ✓❑ b. Duplex Ej C.Addition ✓[� d.Accessory structure 2. Proposed Dimensions: W) L) H) -35' Total SF) 3. Allowed Lot Coverage: Total Lot Size `7 2J7 SF x 35% SF 4. Actual Lot Coverage: (SF of all structures) 2478 - > 2)L (lot size) _ w) (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 _E DENIED_ DAT 7- 11-LINT . 1 I' CCA Engineering Dept, Site Information: 127714 82"d Dr. N.E. Impervious irface: Arlington, WA House w/O.H.: Sq. Ft. Parcel #:01047900003400 Driveway/Walkway: Sq. Ft. Unit Size: 7,327 S.F Total: Sq. Ft. Legal: Magnolia Meadows, Div1, Phase 2 Lot 34 Notes: Job #: Plan: 1. Downspouts to plat system 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. 6. Armored Construction Entrance. 7. Parking pad concrete /driveway gravel N Setback Notes: 0 ft. 12 ft. 20 ft. 40 ft. Front Setback 20' t= Driveway length 22' Side / Rear Setback 5' Ht. 35' No Overhangs in Easement Areas Rebar Set 1'from actual Corner U.N.O RECEIVED A& (true corner closer to road) JAN 19 2012 COA Engineering Dept 120.00 c0 w a o CQ o Cn ti 5 LY i t 20-------7� i o i a. „9,z5 N 1'g'� 00 LOT 34 120.00' 7,327 SQ. FT. �cu�'r a e c. T421U Z�kZr Encore Homes, Inc 1801 Grove St. Unit B Marysville, WA 98270 (360) 659-1579 Contact: Keith Hoyer �. I �'�ss: ., , .. � DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20120013 OWNER: ENCORE HOMES, INC-HOYER, KEI... STATUS:APPLIED ADDRESS: 17714 82ND DR NE,ARLINGTON BALANCE: $0.00 *` l ISSUED: CREATED: 1/19/2012 SCREENS: Select Screen _ FUNCTIONS: Select Permit Function... GENERAL-BLD REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION JASSIGNE... DUE DATE LAST (#) REQ? DO...I ASSIGN REMOVE 1002 P-Engineering I LPETER... 1/24/2012 0 Y N Assign Remove 1004 P-Engineering II MHAYES 1/24/2012 0 Y N Assign Remove 1020 P-Sewer FRAPEL... 1/24/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA... 1/24/2012 0 Y N Assign Remove 1028 P-Water EANDER... 1/24/2012 0 Y N Assign Remove 1032 P-Utilities I LTAYLOR 1/24/20'12 0 Y N Assign Remove 2000 C-Building I CYOUNG 1/24/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 1/24/2012 0 Y N Assign Remove http://coaweb2.arlington.local/PermitTrax/Module Permits/Permits Permit/Permit Revie... 1/19/2012 BUILDING PERMIT PERMIT#: BLD20120024 OWNER: ENCORE HOMES, INC-HOYER, KEI... STATUS: APPLIED ADDRESS: 17714 82ND DR NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 1/19/2012 _ SCREENS: Select Screen... FUNCTIONS: Select permit Function. SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION JASSIGNE... DUE DATE I LAST I (#) IREQ?DO... ASSIGN I REMOVE 1002 P-Engineering I LPETER... 1/31/2012 0 Y N Assign Remove 2000 :C-Building I CYOUNG 1/31/2012 0 Y N Assign Remove http://coaweb2.arlington.local/PennitTrax/Module Permits/Permits Permit/Permit Revie... 1/19/2012 RESIDENTIAL PLAN PLAN REVIEW Owner (/ 1&4f Address 1 1"77-77 el ?ZvW OIL Building Type Single ✓ Duplex Townhouse 'Type of Work Existing New Reviewed By Date , Design Criteria 301.1 Engineered 11, Prescriptive 301.2 Loads:Tables 301.5 -301.7 1 Yes V**' No 302.1 Location on Lot: 5 feet/35% maximum Yes No 302.2 Townhouse Separation I Yes No 1/ 302.5.1 Garage Openings: 20-minute door Yes lNo 302.6 jGarage Separation IYes INo Footings and Stem Walls 401.4.1 Soils eotech r Prescriptive o2Sloo PSG 403.1 Footings: (2)#4's continuous Yes ✓ No T403.1 Footing Size Yes 1/ No 403.1.2 Continuous Footings (D2) Yes V/ No 403.1.3 Vertical Reinforcement:#4 @ 4'/hook Yes ✓ No �CJs 403.1.3.1 Stem Wall: (2)#4's horizontal I Yes V No 403.1.16 Foundation anchors: 1/2 inch @ 6' Yes s/ No 403.1.7.1 Clearances from Slopes Yes No V 404 Foundation Walls (see Tables) Yes No V .1.2.3.7.3 Wall Openings:Verts within 12" ea. Side Yes No ✓ 405.1 Foundation Drainage or exception Yes V'_ No 406.1 Damproofing(basement) Yes No 407 Columns: 4 X 4 and R317 Yes V' No 408.2 Crawl Vents 1:300 and 3' of corners Yes ./ No 408.3 Unvented Crawl Space Yes No 408.4 Crawl Access: 16 x 24 or 18 x 24 Yes ✓ No Architectural 303 Light/Ventilation: 8% and 4% IYes _ �/ No 303.2 Whole House Fan Yes _ ✓ No 303.3 Bathrooms: 3%or 50cfm Yes ✓ No 303.6 Stairway Illumination I Yes P" No 304.1 Habitable Rooms: 120sf min. Yes I/ No 304.2 Other Rooms: 70sf min. Yes No 305.1 Ceiling Height: 7 feet min. Yes No 307.1 Plumbing Fixture Clearance _ Yes 1/ No 308.4 Safety Glazing: Hazardous Locations IYes No Life Safety 310.1 Emergency Rescue Windows: 5 5.7s Yes INo 310.2 Window Wells I IYes I INo i .. ,, .- J. Life Safety Continued / 311.2 Doors: 3 feet min. @ 6'-8" Yes 1/ No 311.3 Landings: 3' X 3' min. Yes E/ No 311.4 Vertical Egress Yes No 311.5.1 Landing Attachment Yes No (� 311.6 Hallway Width 3 feet min. Yes ✓ No 311.7.1 Stairway Width 3 feet min. Yes No 311.7.2 Headroom 6' -8" min. Yes & No 311.7.4 Stairs: 7 3/4" Max/10" Min. Yes V, No 311.7.4.3 Handrail Profile Yes ✓ No 311.7.7 Handrails-4 plus risers Yes V' No 311.8 Ramps Yes No 312.1 Guards-30 plus inches _ Yes No 312.2 Guard Height-36-inches min. Yes wl- No 314 Smoke Detection IYes ✓, No 315 CO Detection _ Yes No 316 Foam Plastic Yes No 1/ 325 &326 Adult Home/Day Cares Yes ' No Floor Systems 502.2..... Deck Ledger Connection I Yes No ✓ 502.2.2.3 Lateral Load Connection or Engineered Yes No 502.3 Al Iowa bl o st pans or TJI's Yes i/ No 502.10. Headers/Openings Yes ✓ No 502.11 Trusses or Rafter/Joist _ Yes No 502.12 Draftstopping: 1,OOOsf max. Yes _ No ✓ 504 Pressure Treated Wood Yes No 506 Concrete Floors: 3.5 inches min. Yes (/ No Wall Systems 602.3 Wood Wall Framing and Plates Yes ✓ No 602.3.1 Fastener Schedules (2, 3,4, 5) Yes (/ No 602.9 Cripple Walls: Less than 14" or 4' Yes No 602.10. Wall Bracing: Rgmeer r Prescriptive Yes V," No 602.10.3.2 Alternate Brace all Panel Yes INo L/ 602.10.9 Cripple Wall Bracing Yes No 602.11.2 Stepped Foundations Yes No 602.12.1 Veneer FYes No 610.1 Glass Unit Masonry Yes No ✓ 612 Exterior Windows/Doors Yes ✓ No 702.1 Interior Wall Coveringi Yes 1/ No 703 Exterior Wall Coverings (WAC) Yes No ✓ 703.4 Stone/Masonry Veneer Yes No f/ Roof/Ceiling 801.3 Roof Drainage (SD-14)1 Yes ✓ No 802.3 Ridge Beams: <3:12 pitch Yes No 802.4 Ceiling Joist Span: ru or Platform Yes No 802.5 Rafter Spans: r Or Platform Yes V No 802.11 Roof Tie-Downs (48" o.c.) I IYes I INo t r �_ •� :;a: � � 1 803 Roof Sheathing Yes l/ No 806 Roof Ventilation: 1/150 high and low Yes No 807.1 Attic Access: 22" X 30" _ __Yes l/ No 905.2.7 Underlayment _4 Yes INo Mechanical Systems Chapter 10 Chimney and Fireplaces Yes No 1305.1 Equipment Access: 30" X 30" Yes No 1/ 1305.1.3 Appliances in Attics I Yes No t/ 1305.1.4.1 Ground Clearnaces: 3" Concrete Slab Yes No (/- 1307.2 Anchorgae of Appliances Yes INo 1307.3 Elevation of Ignition Source Yes No 1307.3.1 Protection from Impact Yes — No 1401.3 Equipment Sizing: WSEC Yes No Chapter 14 Specific Appliances Yes No -tom 1502 Clothes Dryer Exhaus 5 r M.I. Yes V No 1502.4.5 Length Identification Yes No Chapter 18 Chimneys and Vents _ Yes No Chapter 24 Fuel Gas and Piping Yes No _ Plumbing-UPC WSEC and Lighting:See Energy Code Plan Review ' . y CITY OF ARLINGTON 238 N. OLYMPIC AVE.-ARLINGTON,WA. 98223 PHONE: (360)403-3421 BUILDING PERMIT Address: 17714 82ND DR NE,ARLINGTON Permit#:BLD20120024 Parcel#: 01047900003400 Valuation:$434,000.00 OWNER APPLICANT CONTRACTOR _ ENCORE HOMES,INC ENCORE HOMES,INC ENCORE HOMES,INC KEITH HOYER KEITH HOYER KEITH HOYER 1801 GROVE STREET,UNIT B 1801 GROVE STREET,UNIT B 1801 GROVE STREET,UNIT B MARYSVILLE,WA 98270 MARYSVILLE,WA 98270 MARYSVILLE,WA 98270 Lie#: Exp: PLUMBING CONTRACTOR MECHANTCALCONTRACTOR SOUNDVIEW PLUMBING Allways Air Control SOUNDVIEW PLUMBING 1515 S.Center Street 5917 195TH ST NE#3 Tacoma,WA 98409 ARLINGTON,WA 98223 Lie#:SOLTNDVP033NF Exp: Lie#:ALLWAAC074C3 Exp:5/6/2012 JOB DESCRIPTION SINGLE FAMILY RESIDENCE-Magnolia Meadows Division 1,Phase 2,Lot 34 PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 2 CONST TYPE: V-B DWELLING UNITS: 1 OCC GROUP: R-3 CODE: 2009 IRC OCC LOAD: n/a PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27, THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC 110/IRC i 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 CitypfArlington#3101. lZe'-/I- k�zl t/- 112,511Z- S' nature Print Name Date -Released B ate ARCHIVE APPLICANT ASSESSOR OTHER BLD20120024 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. • Replace the brass fitting on the tail piece. • Eaves along 5 feet setback must be less than 24-inches or no vents allowed along that side. • See plans for further information. PERMIT FEES Date Description Fee :Amount Paid Balance Due 1/23/2012 Mechanical Permit Fee $110.00 $0.00 $110.00 1/23/2012 Plumbing Permit Fee $217.00 $0.00 $217.00 1/23/2012 Building Permit Fee(QTY: 1) $3,670.72 $0.00 $3,670.72 1/23/2012 Building Plan Check Fee(QTY: 1) $2,385.97 $0.00 $2,385.97 1/23/2012 State Building Code Surcharge(QTY: 1) $4.50 $0.00 $4.50 Total Due: $6,388.19 $0.00 $6,388.19 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 Property Address: Conditioned Floor Area Date f f Builder or registered design professional ,stgitae: �1 •r\•; rvrN./r.�y;:r!%i:iff7'f.'•4✓,4'fi�.•:•aa,••r � ;rm.::,.;�,.="' n.11.}n }�••+7"� �'Y;�f:. {:,• //•r {: `�/:,{{;!��r ,::,/�;r;�Y•,.<>.'d '�1;:3> r ;r •t��u:r fi• ,�,•y.,,: ,�,:r r ,.!rc,xv .:y '�J',�, /fx:r�,c<':d9" •l.. :c, `i-r. .k.. ''{ ,.t•5:.,:..�rs;i�:�.;�'y,' !r„�%' t.d � i,�`��•i•>�.:, '^�ij-� ;csr�f��rF<�,6.i,�`,,4 A. a�ifp':•;f'-•i./ ' �. 'l::s. f> :��li �`/�'�rf � •r !, r, i �•;tr/f; �% �• t S��' `Zr.��1. � v. 3'�5:. ,(�N ,��''��iG, .b:>.r�.<�'.• ,f! �-%:/.+>' t f:l;�.ti%p is�r,.'S. %yy., m �� c.'��,'!'•�'�,j!{rf ��y• 'f,9 '�'-.;�uy>ii Y �•,� :C J-x5rr .rUlcGdl�`r/ '.gcdviri,�ii>�iioC/r: u�Y,vinf�ovvji• c�u��a;i'�>�.1�{;:frrF.ok%1.✓//riXu'r.:'rr'L.t'Y�'��>�` {/,dFil; �r ,�V ��` �'.,�7.', 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- ; ' �" •4JrdiU%IK_tirs?C>`�llf rvy 4 r`•E��r� : n,<{r j3:•: �i .f+!:vy: :}.. :w,� / ! [.C':+r�'4 +9 ,r+:slri �. �/y.• f i : i,� / ,+Y,,.•. 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