Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
9328 196th Pl Ne_BLD199_2026
N f9 n F 00 O o f D °° U) o tTl It z � � z z n � � � P-t > It C� n C M, d � d d I n r O O � � n � N � o f CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:9328 196th PI Permit#:199 Parcel#:01052300000400 Valuation: 2,213 OeD OWNER APPLICANT CONTRACTOR Name:BALL GARY D Name:John Robinett Name:G.A.Powell Contstruction Address: 1831 COLBY AVE Address: 1831 Colby Ave Address:PO Box 55 City,State Zip:EVERETT,WA 98201 City,State Zip:Everett,WA 98201 City,State Zip:Stanwood,WA 98292 Phone: Phone:425-252-2500 Phone:425-356-9021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name:Puget Heating Name:Genes Plumbing Address:PO Box 336 Address: 14327 16th Ave NW City,State,Zip:Lake Stevens,WA 98258 City,State,Zip:Marysville,WA 98271 Phone:425-334-4111 Phone:425-923-6914 LIC#:PUGETH*2648D EXP: 11/19/2013 LIC#:GENESP*925DR EXP:3/19/2014 JOB1bESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2012 STORIES: 2 CONST.TYPE: `I_$ DWELLING UNITS: 1 OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC1I0. SALES'' NOTICE•S s tax relating 101construction and construction materials in the City of 1' ton IIIst be reported on your sales tax return form and cod City 0, li 101. _ 7 Q J ature Print Name Date Released 7 atc CONDITIONS At ee time of water service connection call for an inspection of the tail piece, brass and meter box. THIS PERMIT AUTHORiZS 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. PERMIT FEES Date Description Fee Amount 10/8/2013 Building Permit Fee $2,219.58 10/8/2013 Building Plan Review Fee $1,442.73 10/8/2013 Mechanical Permit Base Fee $60.00 10/8/2013 Plumbing Permit Fee (Enter Fixture Fee) $205.00 10/8/2013 State Building Code Surcharge Fee $4.50 Total Due: $3,931.81 Total Payment: $0.00 Balance Due: $3,931.81 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon I WO j S' _ F. . • I 'i � i JARNOT ENGINEERING, INC. 25414-127th St. SE SHEET NO- OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY, DATE FAX(360) 863-1481 CHECKED BY DATE SCALE- PROJECT: 2-5TORY RESIDENCE LOCATION: ARLINGTON, WA CLIENT: G.A. POWELL CONSTRUCTION JEI JOB NO.: 13-09- 117 CODE: 201 2 1BC LIVE LOADS: FLOOR: 40 P5F SNOW: 30 P5F WIND: Vult= 110 MPH ExP B SEISMIC: 5,= 1 .35 , S,=0.45 ui DESIGN CATEGORY D. 51TE CLA55 D DEAD LOADS: LA" ROOF: 15 P5F FLOOR: 10 P5F . SOIL: BEARING: 2000 P5F REC LATERAL: COA PERMS °l'1 r - r � � J' i JARNOT ENGINEERING, INC. JOB G.A. POWELL i3-m9—m 25414-127th St. SE SHEETND. _ __ of MONROE, WA 98272 PH. (360)863-1831 CALCULATED BY - — - DATE FAX(360)863-1481 CHECKED BY DAB SCALE Tm0 J II J � m � 3 aoca rraausts o-vro-s1 L:a / � 11-1911Dtl Ll I z wU,- iln+Oliatl I -1 7mv WHIM»u I WA'A♦TA-TA S 9 Iuj ,L— N /A MY OW3.1) 0 _—__--_—__O------ K I O� .I vcot.�,'oxav-soar a. N Sa3an3A 160ddAS 9 a0 ]� Iw aN.1 lru�v 'StT+s aM7,r/'-:NtIIYaN'd3S g1 Ns 4 I I r N I I I I I Y m - .i-,e� � - I ❑ F—,f-4 � I N N ® ti Viaio o 0 c� i5 F N � Z OIII val t//o c,.. rQ� dW rf/o a1.r M1 U r L �n J J J Q U Ill Q JARNOT ENGINEERING, INC. JOB _ C.A. POWELL 13-0g-117 25414-127th St. SE BHEETHD. __ 3 OF MONROE, WA 98272 PH.(360)863-1831 CALCULATED BY DATE FAX(360)863-1481 CHECKEDBY DATE SCALE N - 0 O LL1� _ Q lJ— n � 1J� U d) O 2/N P. YIDI 2!0 B•Y 1 ❑Q— IU (� © i--J 1 I 1 q I �-- 1 I .S �hrl v L io I t 1 I muu.. 1 ® _�� ® I I I I 1 I IN � I .2/t L-Al 1 W E-41lu .�,�,� ® t_,� m = J J Q O lV ❑ r:, wy G.A. POWELL 1 3-09-11 G JARNOT ENGINEERING, INC. JOB- - 25414-127th St. SE SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LATERAL WIND: Values for simplified method from A5CE7-10 Figure 28.G-I Vult= 110 MPH EXP. 6 I: 1 .0 Roof pitch: G : 1 2 Mean Roof Height: 20.0 kZt: 1 .0 Wind pressures: (ASD) Eave height: 18.0 Wall corner: 15.0 [Zone A] Min horiz plan dim: 22.0 Wall main: 10.5 [Zone Q X= 1 .00 Roof corner: 2.4 [Zone 5] 2a= G.0 Roof main: 2,5 [Zone D] Note: corner loads are in addition to"main"loads -L TO RIDGE (plf) Gable Hip HWALL HROOF Main Corner Corner 10 p5f min (ASD) V2= 4.0 G.0 58 1 G - 100 V I= 9.0 98 38 -- 90 VGAR= 4.5 5.0 G I 18 95 II TO RIDGE (plf) Gable Hip Dormer Gable Hip (ASD) HWALL HROOF HROOF HWALL Main Corner Corner 10 p5f min V2= 4.0 3.0 7G 23 -- 70 V I= 9.0 98 44 - 90 VGAR= 4.5 2.5 7G 25 - 70 'L=leeward,W=windward W Wind Area I Wind Area 2 Wind Area 3 Wind Area 4 Line above L P Mod' L P Mod" L P Mod' L P Mod" W 2.1 20.5 58 a I G 1 .29 Min 20,5 100 2.05 2.2 20.5 58 a I G 1 .20 Min 20.5 100 2.05 2.A 10 7G a 23 0.90 Min 10 70 0.70 2,13 10 7G a 23 0.90 Min 10 70 0.70 1 .1 1 .29 17 98 a 38 3. 18 Min 2.05 17 90 3.58 1 .2 1 .25 17 98 10 G 1 3.57 Min 2.05 17 90 10 95 4.53 1 .3 0.00 10 G I a 18 0.72 Min 0.00 10 95 0.05 I .A 0.90 19 98 w a 44 2.30 Min 10,701 19 90 2.41 1 .5 0.90 20 98 W a 44 2.3G Min 0.70 20 90 1 2.50 I .0 0.00 19 98 w I a 44 1 .40 Min 0.00 19 90 1 .71 WIND 1/1 10/1/2013 Lateral-G.A Powell 3C G.A. POWELL 1 3-09-1 1 G JARNOT ENGINEERING, INC. JOB - - 25414-127th St. SE SHEET NO. _ �. OF- _ MONROE,WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX(360) 863-1481 CHECKED BY DATE SCALE. SEISMIC V = 0.7'SD5"P'W 0.097 W (Multiply by 0.7 for ASD) R S5: 1 .35 Fa= 1 .00 [51tC Class D] R: G.5 5M5=Pa55= 1 .35 I: 1 .0 5D5=2/3 5M5= 0.90 Snow load: 30 p5f 5e15mlc DL= 0 [.20' 5n If 5n>30] WEIGHT: FLR 2 ROOF 1 5PSF(20'41)= 12.30 Story Ht: 8 EXT WALLS 8PSF'4'2(20+41)= 3.90 INT WALLS 7PSF'4(-1)(20+41)= 1 .71 W= 17.5 FLR I Story Ht: 8 ROOF: 1 5P5F(39'18+22'20)= 1 7. 1 3 FLOOR I01`51'(41'20)= 8.20 EXT WALLS 8P5F'9'2(54+38)= 13.25 INT WALLS 1 .71 +7'4(•--.5)(54+38)= 3.00 W= 41 .G Wt= 59.5 V= 5.77 SEISMIC DISTRIBUTION: SHEAR WALLS DIAPHRAGMS LEVEL W h Wh Vwh/Ewh Efl Ew, Ef1/Ew, Fpx/Wpx Fpx 2 173 17 304.5 2.59 2.59 17.0 0.144 0. 144 2.55 1 41 .G 9 374.2 3.18 5.77 59.5 0.097 0.12G 5.24 59.5 E= G79 5.77 fdwrx =0.2'0.7'5D5'I'WPx= 0.1 2G Fpx/Wpx =0.4'0.7"5D5'I'WFx= 0.252 EQ 1/2 10/1/2013 Lateral-G.A.Powell 3C G.A. POWELL 1 3-09-1 1 G JARNOT ENGINEERING, INC. JOH- 25414-127th St. SE SHEET NO_ OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE REDUNDANCY Line %Vst V Lw Perimeter Bays 2.1 0.50 1 .29 7. 1 Y 1 .8 2.2 0.50 1 .29 9.0 Y 2.3 ELw= I G. I Redundancy Check a: Min wall: 7.1 % Reduction= 0.44 >.33 Does not comply Redundancy Check b: Min bays < 2 Does not comply Ova II: Does not comply 1 Line %Vst V Lw Perimeter 2.A 0.50 1 .29 30.0 Y 7.5 2.E3 0.50 1 .29 12.0 Y 3.0 ELw= 42.0 Redundancy Check a: Min wall: 12.0 > h complies Redundancy Check b: Min bays >2 => Complies Overall: Complies Line V2 %V j V %oVst Lw Perimeter Bays 1.1 1 .20 0.35 2.41 0.42 15.2 Y 4.8 1.2 1 .29 0.50 2.88 0.50 2G.3 Y G.G 1.3 0.00 0.15 0.48 0.08 G.0 Y 1 .5 ELw= 5 1 .5 Redundancy Check a: Min wall: G.0 % Reduction= 0.1 2 <.33 Complies Redundancy Check b: Min bays < 2 => Does not comply Overall: Complies Line V2 %V j V %Vst Lw Perimeter Bays I 1 .29 0.45 2.72 0.47 47.0 Y 11 .8 1.13 1 .25 0. 10 1 .G 1 0.28 20.0 Y 5.0 I.0 0.00 0.45 1 .43 0.25 28.0 Y 7.0 ELw= 95.0 Redundancy Check a: Min wall: 20.0 > h => complies Redundancy Check b: Min bays >2 => Complies Overall: Complies Numbered Lines: p= 1 .3 Lettered Lmes: p= I .0 EO 2/2 10/1/2013 Lateral-G.A.Powell 3C G.A. POWELL 1 3-00-1 1 G JARNOT ENGINEERING, INC. - 25414-127th St. SE SHEET NO. OF _ MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY _ .. DATE FAX(360) 863-1481 CHECKED BY DATE_ SCALE LINE 2.1 rE= I .G8 p= 1 .3 TYPE: P W= 1 .25 WMIN= 2.05 L= 7. 1 H= 8 ve=EJL= 237 -230 ALL TYPE I A vw=W/L= 289 � �( DC51gn=0.7 I v= 205 <230 <= WALL TYPE 113 /_/ N TOT-E=v,H= 1 .89 TOT-W=vwH= 2.31 Strap WlndOw5 .GDL-QE E Wall E Win v' Tor WDL Lo G DL Uplift E: 7. 1 G.0 128 1 .03 0. 15 3 O.G8 0.35 W: 7. 1 G.0 1 5G 1 .25 0. 1 5 3 0.8G 0.39 OK- No Holdown5 ROCI'd Short Segment 5hearwall5 (<2:1 aspect ratio for seismic loads) L In E L v h/2w vDE5 3. 1 8.0 I .G8 7. 1 237 1 .25 3OG <335 WALL TYPE 2A LINE 2.2 rE= I .G8 p= 1 .3 TYPE: P W= 1 .25 WMIN= 2.05 L= 0.0 H= 8 ve=E/L= 187 <230 WALL TYPE I A vw=W/L= 228 DC516jn=0.7 I v= I G2 <230 <= WALL TYPE I A TOT_E=veH= 1 .40 TOT_w=vwH= 1 .82 E: (.G-.1 4SD5) DL=(.G-. 14SD5)W(Lw/2+ Lo)= 0.75 W: .G DL=.GW(Lw/2+-•-Lo)= 0.95 W=G".015+.OG= 0. 15 Lw= 9.0 Lo= G.0 E: Uplift= 0.75 W: Uplift= 0.88 <= OK- No Holdown5 Read L 1/5 1 O/1/201 3 lateral-G A Powell 3C G.A. POWELL 1 3-09-1 1 6 JARNOT ENGINEERING, INC. JOB- 25414-127th St. SE SHEET NO. V OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY, DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LINE 2.A E= 1 .29 p= 1 .0 TYPE: P W= 0.90 WMIN= 0.70 L= 30.0 H= 8 ve=E/L= 43 <230 <= WALL TYPE IA vw=W/L= 30 De516Jn=0.71 v= 21 <230 WALL TYPE I A ToT-E=veH= 0.34 OK- No Holdown5 ReCj'd TOT-w=VWH= 0.24 LINE 2.B E= 1 .29 p= 1 .0 TYPE: P W= 0.90 WMIN= 0.70 L= 12.0 H= 8 ve=E/L= 108 <230 <= WALL TYPE I A vw=W/L= 75 De51cjn=0.7 I v= 53 <230 WALL TYPE I A TOT-E=veH= 0.86 OK- No Holdown5 Read TOT-w=vwH= 0.60 LINE 1 . 1 rE= 3. 13 p= 1 .3 TYPE: P W= 3. 18 WMIN= 3.58 <= V= 3580 L= 19.2 H= 8 v= 186 AB: v= 186 < 190 1/2" AB @ 48" oc a ve=E/L= 163 <230 ' LL TYJA vw=W/L= 18G ZA De51gn=0.71 v= 132 <230 <= (:: WALL TY TOT-E=veH= 1 .30 TOT-W=vwH= 1 .49 L 215 10/1/2013 lateral-GA.Powell 3C - - - ' __ _ _ _ __ ^� r ~. G.A. POWELL 1 3-05-1 1 G JARNOT ENGINEERING, INC. JOB 25414-127th St. SE SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX(360) 863-1481 CHECKED BY DATE SCALE E/W: Perforated Wall Segments 4 E Wall E Open Max h %L %H Co vDE5 SW Type Uplift Holdown AD Len AD AD Spa 10.2 18.0 G.7 0.52 0.84 0.58 282 2A 2.2G 19.2 282 1/2@32 19.2 18.0 G.7 0.52 0.84 0.58 22G 2A 2'.58 STI11314 19.2 323 1/2@24 Short Segment 5hearwa115 (<2: 1 aspect ratio for 5e15m1c 10ad5) Ln h E L v h/2w vDE5 3. 1 8 3. 1 3 19.2 1 G3 1 .25 - 2 1 0 <230 WALL TYPE I A LINE 1 .2 rE= 3.75 p= 1 .3 TYPE: P W= 3.57 WMIN= 4.53 <_ V= 4530 L= 2G.3 H= 8 v= 173 AD: v= 173 <190 1/2" AD @ 48" oc. 4 ve=E/L= 143 <230 WALL TYPE I A vw=W/L= 173 De5ign=0.71 v= 123 <230 <= WALL TYPE I A TOT-e=veH= 1 . 14 TOT-w=vwH= 1 .38 E: (.G-. 145D5) DL=(.G-. 145D5)W(Lw/2+---Lo)= 0.30 W: .G DL=.GW(Lw/2+-Lo)= 0.38 W=4".01 +.OG= 0.10 Lw= G.5 Lo= 3.0 E: Uplift= 0.85 W: Uplift= 1 .01 <= LSTHD8 E/W: Perforated Wall Segments 4 E Wall E Open Max h %L %H Co vDE5 5W Type Uplift Holdown AD Len AD AD Spa 8.8 4.0 3.5 O.G9 0.44 0.91 15G IA 1 .25 8.8 15G 1/2@48 8.8 4.0 3.5 O.G9 0.44 0.91 132 1 A I .5 1 L5THD8 8.8 189 1/2@48 L 3/5 0/1/2013 lateral-G.A.Powell 3C i G.A. POWELL 1 3-09-1 1 6 JARNOT ENGINEERING, INC. JOB 25414-127th St. SE SHEETNO. �� OF MONROE,WA 98272 PM. (360) 863-1831 CALCULATED BY _ DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LINE 1 .3 rE= 0.62 p= 1 .3 TYPE: P W= 0.72 WMIN= 0.95 <= V= 950 L= 6.0 h= 8 v= 158 AB: v= 158 <150 1/2BA'AA ' a ve=E/L= 103 <230 ALL TYPE I A vw=W/L= 158 De51gn=0.7 I v= 1 12 <230 <= WALL 2—A TOTE=v,H= 0.83 TOT_w=vwH= 1 .27 E: (,6-.145D5) DL=(.6-. 145D5)W(Lw/2+---Lo)= 0.21 W: .6 DL=.GW(Lw/2+---Lo)= 0.27 W=4".0 I +.06= 0. 10 Lw= 3.0 Lo= 3.0 E: Uplift= 0.61 W: Uplift= 1 .00 <= LSTHD8 Short Segment 5hearwall5 (<2:1 aspect ratio for 5e15m1c loads) Ln h E L v h/2w VDE5 3 8 0.62 6.0 103 1 .33 138 <230 WALL TYPE I A LINE I .A E= 2.72 <= p= 1 .0 TYPE: P W= 2.30 WMIN= 2.41 V= 2720 L= 47.0 h= 8 v= 58 AB: v= 58 < 150 1/2" AB @ 48"oc a ve=E/L= 58 <230 <= WALL TYPE I A vw=W/L= 51 De516jn=0.7 I v= 36 <230 WALL TYPE I A ToT-E=v,H= 0.46 OK- No holdown5 Pe,6fd TOT-w=vwh= 0.41 L 4/5 1 O/I/2013 Late l-G A Powell 3C r, G.A. FOWELL 1 3-03-1 1 G JARNOT ENGINEERING, INC. JOB 25414-127th St. SE SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE LINE I .B E= I .G I p= 1 .0 TYPE: F W= 2.3G WMIN= 2.50 <= V= 2500 L= 20.0 H= 8 v= 125 AB: v= 125 <190 1/2" AB @ 48" oc a ve=E/L= 81 <230 WALL TYPE I A vw=W/L= 125 De5I6jn=0.71 v= 89 <230 <= WALL TYPE I A TOT-E=veH= O.G4 TOT-w=vwH= 1 .00 OK- No Holdown5 Read LINE I .0 E= 1 .43 p= 1 .0 TYPE: F W= 1 .40 WMIN= 1 .71 <= V= 1710 L= 28.0 H= 8 V= GI AB: v= G I <190 1/2" AB @ 48" oc a ve=E/L= 51 <230 WALL TYPE I A vw=W/L= G I De5I6jn=0.7 I v= 43 <230 <= WALL TYPE I A TOT-E=veH= 0.41 TOT-W=vwH= 0.49 OK- No Holdown5 Read L 5/5 1 O/I/2013 lateral-G A.Powell 3C G.A. POWELL 13-09-116 JARNOT ENGINEERING, INC. JOB -- - 25414-127th St. SE SHEET NO. LZ OF MONROE,WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY _ DATE_- SCALE VERTICAL Bm I Roof Support Beam L: 20.5 ft LDF: 5 GLB Cv= 0.96 w=1 9"45= 855 plf b: 5.13 WLL=19`30= 570 plf k: d: 18.0 in x: i 0 8:L/ 240 8LL:U 360 E: 1800 ksi M=I/8wL2= 44.9 <1.15* 55.35 V=w(U2-(J/1 2)= 7.48 <1.1 5" 1 6.29 IMIN= 1841 < 2491 8= 0.76 IMIN(LL)= 11541 < 2491 8LL= 0.51 R=wU2= 8.76 PILL=WLLU2= 5.84 ' 5-1/8 x 1 8 GLB Footing: fSoiL= 1 .85 P= 13.7 b=q(P/fsolo= 2.72 F3.0 P (k) h (ft) b (In) d (In) k Fc (p51) Em,, (k51) LDF Type fc= Fc= 13.70 12.0 5.50 5.50 1.00 1300 470 1 .00 5 453 < 501 OK (Max) Bm 2 Beam Over Garage L: 22 ft LDF: 5 GLB Cv= 0.98 w=5'50+2'45+60= 400 plf b: 5.13 wLL=5'40+2"30= 260 plf k: I d: 14.0 In x: 10 8:U 240 8LL:U 360 E: 1900 k51 M=1/8wL2= 24.20 <1 .1 5" 36.39 V=w(U2-d/12)= 3.93 <1 .15' 13.98 IMIN= 1009 < 1200 8= 0.92 IMIN(LL)= 984 < 1200 8LL= 0.Go R=wU2= 4.40 PILL=WLLU2= 2.86 Ca l 1-3/4 x 14 LVL V 1/2 1 O/2/201 3 Beam-G.A.Powell 3C G.A. POWELL 1 3-09-1 1 G JARNOT ENGINEERING, INC. JOB 25414-127th St. SE SHEET NO. P� OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE FAX (360) 863-1481 CHECKED BY DATE SCALE Bm 3 Hdr @ 5GD L: G ft LDF: 1.15 P= 8.7G k at mld5pan M=I/4PL= 13.14 <1 .15' 13.OG V=P/2= 4.38 <1 .1 5' G.43 3-1/2 x 9-1/2 P5L Bm 4 Deck Roof Beam L: 10 ft LDF: 5 GLB Cv= 1 .05 w=14.5'45= G52.5 plf b: 5.13 WLL=14.5'30= 435 plf k: I d: 1 2.0 1n x: 10 8:u 240 SLL:u 3GO E: 1800 k5I M=1/8wL2= 8.1 G <1 .1 5' 15.00 V=w(U2-d/1 2)= 2.G I <1 .1 5" G.G2 WIN= I G3 < 450 S= .0.18 IMIN(LQ= 163 < 450 8LL= 0.12 R=wU2= 3.2G RLL=WLLU2= 2.16 3-1/8x 12GLB P (k) h (ft) b (In) d (In) k Fc (p51) En,,,, (k51) LDF Type fc= Fc= 3.2G 10.0 3.50 3.50 1 .00 1300 470 1 .00 5 2GG < 309 OK 4X4 HF2 V 2/2 1 O/2/201 3 Beam-G.A.Powell 3C sa.LON Zb'2Ir1..LXnxis o = -VA& `NO1ONI72Ib' h�� oaaw a 9 .. wg IL as id EliLLy -{ Lu NFZ �U a G� W JJ H fn w � 3 ?ILLI � N SEz . . . . . 11111444 47777 4 4 4 4�111 .., _ ry m .i d t r d 0 31 _ ,. m 6 o _TU 0 n � J W L4 u I � '° M IL Q aJ 4 a • • !ly{ �iYY ;� G_ 0 QC m a dz 3 Z d Q Nii �0()LU I[' rcQ K 6 LU Z LL JJ e• • • L � � d p° � d z� ��p� m 4 Q � . � Q TT FJ O � LL d Va NwN + I\ /I w 16 wq J J J ov q a ➢ W i4 � � C %m J� J Jlu Z ry ry m Y III .G r SZId.LaG Zd2If1. XIf dIs m N o v� N 1—� NOIlO[l I.LSNOD ZlE1AkOd —I'ft-2.3 bumf E I OZ 0 ❑ ❑ J m m Q m in z O a F- z w d� 63 o a wLL O U NP� 'AIL g $ = a 44 �ylwwy ❑ A fl d cn ag col a ❑ ❑ OJI- Z �Zm Z W d O IF!- !!J- Of ¢ U 3 ❑w a 1 Z d'z r r aVV }ri7 �nw�goo 0 � �S r0.r N MUD eM �• `I I Permit Information Date;10/2/2013 j Permit Number 199 Project Name I Robinett Permit Typel BLD Site Address 19328 196th PI Description'Residential Valuation 0.00 Square Feet 0 Status Applied Permit issued Permit Expires Phone,425-252-2500 Email Occupancy Load Type of Construction Proposed Use New Single Family Residence Number of Stories 2 Assigned Tol Amy Rusko Propegy Information Owner information Parcel#:01052300000400 BALL GARY D BALL GARY D 1831 COLBY AVE 9328 196TH PL NE EVERETT,WA 98201 F Review Date Type Description Tar et Date Compile d Date Assigned To Status 10/2/2013 BLD Building Review 10/8/2013 _,Chris Young In Review 10/2/2013 IBLD Building Review 10/8/2013 [Amy Rusko In Review Email History Date Emailed To 10/2/2013 IcyoungiCarlingtonwa.gov Uploaded Files I Upload,File } Date File 10rM013 199 Aonlication.od( _ Delete n ,� General/Specialty Contractor A business registered as a construction contractor with I-Ed 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 G A POWELL CONST INC UBI No. 601113043 Phone 3606522839 Status Active Address 5817 Silvana Terrace Rd License No. GAPOWC1113L3 Suite/Apt. License Type Construction Contractor City Stanwood Effective Date 6/23/1989 State WA Expiration Date 6/23/2014 Zip 98292 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses Specialty Effective Expiration License Name Type 1 Specialty 2 Date Date Status EASTSIDE Construction Sanitation EASTSP*170M6 PLUMBING Contractor Plumbing System Side 7/26/1983 10/24/1989 Archived Sewer GAPCO GA Construction GAPCOGP172L3 POWELL CONST Contractor General Unused 6/23/1983 6/23/1989 Archived CO _ EASTSIDE Construction Sanitation EASTSP*1831<6 PLUMBING Contractor Plumbing System Side 5/26/1982 5/5/1984 Archived Sewer Business Owner Information Name Role Effective Date Expiration Date POWELL, GILBERT ALLEN President 01/01/1980 POWELL, PATRICIA ANN Secretary 01/01/1980 POWELL, JUSTIN JEREMY Vice President 01/01/1980 Bond Information Bond Bond Company Name Bond Account NumberjEffective Date Expiration Date Cancel Date Impaired Date Bond Amc ,4 Wesco Insurance Co 146WBO27871 106/23/2013 Until Cancelled $12,001 3 STATE FARM FIRE It 986732566 06/23/2002 Until Cancelled 08/16/2013 $12,001 CAS CO 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 Rec 25 02LX006437618906/23/2013 06/23/2014 $1,000,000.0006i �- I General/Specialty Contractor A business registered as a construction contractor with Lftl 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 GENE'S PLUMBING UBI No. 601119004 Phone 4259236914 Status Active Address 14327 16Th Ave Nw License No. GENESP*925DR Suite/Apt. License Type Construction Contractor City Marysville Effective Date 3/19/2008 State WA Expiration Date 3/19/2014 Zip 98271 Suspend Date County Snohomish Specialty 1 Plumbing Business Type Individual Specialty 2 Unused Parent Company Other Associated Licenses Specialty Specialty Effective Expiration License Name Type 1 2 Date Date Status NORTHQH975DG NORTHWEST Construction General Unused 3/7/2003 3/7/2005 Archived QUALITY HOMES INC Contractor GENESP*045KH GENE'S PLUMBING Construction plumbing Unused 5/8/1996 8/19/2005 Archived Contractor NORTHWEST Construction NORTHQH951 KU QUALITY HOMES LLC Contractor General Unused 5/31/2005 5/31/2009 Expired Business Owner Information Name I Role Effective Date Expiration Date MARICAL, GENE lowner 03/19/2008 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amc 3 American Contractors 100165208 I06/08/2011 Until Cancelled Indem CO $6,OOi 2 PLATTE RIVER INS CO 41177512 06/08/2009 Until Cancelled 06/28/2011 $6,001 1 DEVELOPERS SURETY 791914C 03/17/2008 Until Cancelled 04/20/2009 $6,001 & INDEM CO Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company NamelPolicy Numberl Effective Date Expiration Date Cancel Date Impaired Date Amount Rec( 5 Ohio Security IBKS53728723 I06/08/2012 06/08/2014 $1,000,000.0005/2 Ins Co 4 lIns Ohio Security BKS53728723 06/08/2011 06/08/2012 $1,000,000.0005/1 Co General/Specialty Contractor A business registered as a construction contractor with LEd 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 PUGET HEATING CO INC UBI No. 600142347 Phone 4253344111 Status Active Address Po Box 336 License No. PUGETH*2648D Suite/Apt. License Type Construction Contractor City Lake Stevens Effective Date 11/4/1974 State WA Expiration Date 11/19/2013 Zip 98258 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date COMER, ROBERTC President 11/04/1974 COMER, GERALDINE F Secretary 11/04/1974 WAHLBERG, LISA K Treasurer 11/04/1974 Bond Information Bond Bond Company Name Bond Account Number(Effective Date Expiration Date Cancel Date Impaired Date Bond Am( 8 Lexon Ins Co jIpm4048244 12/29/2011 Until Cancelled $12,OO1 7 COLONIAL AM CAS Et LPM4048244 11/19/2001 Until Cancelled 12/29/2011 $12,OO1 SURETY OF MD 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 Recc 27 American Fire BKA53705931 01/28/2012 01/28/2014 $1,000,000.00 12/C ,Ex Casualty Co WEST 26 AMERICAN INS BKW53705931 01/28/2011 01/28/2012 $1,000,000.0012/C CO WEST 25 AMERICAN INS BKW53705931 01/28/2008 01/28/2011 $1,000,000.0012/C CO 24 OVO HIO CAS INS BKW53705931 01/28/2008 01/28/2009 $1,000,000.00 02/1 23 TRUCK INS 035143244 01/28/2008 01/28/2009 02/06/2008 $1,000,000.00 02/C _EXCHANGE 22 035143244 01/28/2007 01/28/2009 $1,000,000.00 01/1 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). 5 rfi� TYPE OF PERMIT: Cd Residential j ® Residential Alteration Allsfo� Including: �j Plumbing `Mechanical Project Address: "� ` 91Q- )OL` A)E- Parcel ID#: 01D62-3 -09-001- 0d Lot#: Subdivision:�� ��( 910 Project Description, J ?, •�r�1 Valuation t Owner: lQ�� �IP/8lr� C`� Phone Number: ! Z( - zsz- zsoa Address: '.g City: �(��T State: �[: Zip Code: 7 8 M I Contact Person: W�/t- Phone Number: 3Jr[o�7�� Cell Phone -1 Fax:,�W-4�-Z-Z,l39 E-mail: Cv ao r C dv�l Address: y?✓ S City: State: Zip Code: Building Area(Sq Ft): 18r Floor: 2nd Floor: 3`d floor: Deck: Garage/Carport: Basement: Project Valuation: Z OOU Contractor: p J Phone Num er.WE2 7— /�(- sCode- Contractor's Addres ?s City: �7�D State: Z p License Number: 67ALO &Q1 L3 Expiration:�O�Z Plumbing Contractor: OE-5 Phone Number: Address: City: L State: UJA Zip Code: Contractor's License Number: / Expiration Mechanical Contractor: 64A f�,06-77k)rj Phone Number: Address: City: �� �r� ��SState: Zip Code: Contractor's License Number: Expiration. hereby certify that the abo information is correct and that the construction on, and the occupancy and the use of the above- described pro will.be in ordance with the laws, rules and regulation of the Pate of ashington. Z 3 Ap lican s rgnature Date Print Applicants Name RECEIVED FOR STAFF USE ONLY OCT 0 1 2013 b toil At-_ aC--- C0A PERMII CENT Permit# Accepted By Amount Received Receipt# Date Received . . . . r • - � + , .. ._ �'_ �, �, � � � �, 1 � ' ' , • � � • � 1•• ., • � � • � �„ �� , •, ' � ' • � _ � �r ' � RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. -Arlington, WA 98223 - Phone (360)403 3551 - FAX (360)403 3418 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 Z' X 4.0 = Clotheswasher X 4.0 = Dishwasher X 1.5 = �s Hose Bibb ?j X 2.5 = Kitchen Sink X 1.5 = Laundry Sink X 1.5 = Lavatory(Bathroom Sink) X 1.0 = !� Shower(Stand Alone)Each Head X 2.0 = Water Closet(Toilet) 3 X 2.5 = 5 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater Other Total Fixture /• Units / Traps(other than above items) Column Totals �/1 Estimated Project Valuation f�l/I/ f�//t/�, �� �. V� A7_0/^lJ— f'W'yyy,1�n, / ✓ J Building Square Footage 1 st Floor 2nd Floor 3rd Floor Basement Deck Garage Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: -7a feet. C. Difference in elevation between meter and highest fixture fee above eter or feet below meter. D. Pressure in street main: 7 psi. (Measure with gauge or check with Water Department) hereby certify that the a ove information is correct and that the construction on, and the occupancy and the use of the above- described pro will be' accordanc with the laws, rules and regulation of the St a of ashhiington. Z7 � 2 A plicanTeSignature I D to 8 T � +. _ , L I 's � �. 1 • ,��+ ••�� �� �I _ �� � . � t,�� I� �.� .• .� 7; .' ,� ,� 7 �� I M .. I r I L � _. , :+ I :� a:. 'a 010523-000-004-00PZ 30 --- 9328 196ih Pl. NE NE Arlington, WA 98223 30� a;r s22, Water Meter i7 _Lot 4 El.460' Parking Ea nie Quail Ridge Dive C/) `. Proposed _...-" h ' "'whterLlna /�� CD / 1,31 , �Q�INS l'Ift 60LIO TD DerFaM/V C.o. AN > N. I Ed-462'' Requirements 1000 gal Septic Tank 1000 gal. Pump Tank 804 sgft Drainfreld 9"Trench Depth � 36"Trench Width 12"Cover Final Grading -_ CO 1000 gal. h RECEIVED I Septic Tank /O' 100% 1000 gal N 0 C T 01 2013 Pump Tank R �p�. COA P RMIT CENTER o�ti �j� l q Area M -Control Box St.-2 /. p SL-3 6 M Area .` a Monito Oc: 5100120 J �. 0►iS BRENT S.HACKNEY n LICENSED GN Pr DESIER FIRES:03131114 89.35'N 88'57'46"W Contours depiUed for use This design is not an actual survey,information is taken �W Date: 8/30/12 of the dra+rtiteie and nom pubuo racwds and deptxgd rororiorttation pidposes L?A r elated components orwy.I ony,and they shotAd not oe reued on for anytnerg else. g DX 5S Lot Size: 20,000 sgft Contours as per Snohomish 67*jU)'0hi)' a* Reference Tax Account Number: 010523-000-004-00 County Snoscape Map ,ytzr-�-- - yaZ/ in ;i � � O O b d y _ da � 4E, o zr ao0 ayo00 0 �� o C� tA tA CD W Go o o, c 0 n0" on O �O jO ww �C) CD z N00 o a H .A o � �v l APPLICATION FOR AN ONSITE SEWAGE SYSTEM PERMIT PROPERTY TAX ACCOUNT NUMBER: ❑ New ❑ Renewal ❑ Redesign ❑ Alteration ❑ Revision ❑ Repair ❑ Waiver Request Attached Applicant _ _ Phone Mailing Address _ City Zip For installation at City Sec Twp Rg 1/4 Sec , Subdivision Name _ Lot Blk (or attach legal) Water Supply: ❑ Individual Well ❑ Public Name SEWAGE DISPOSAL SYSTEM DESIGN INFORMATION Attach 4 copies of the onsite sewage disposal plan with a minimum of 5 soil log descriptions Type of Building: ❑ New ❑ Existing ❑ SFR ❑ Duplex #of Bedrooms ❑ Commercial ❑ Other Pretreatment Type: ❑ SF ❑ ATU ❑ PBF ❑ NIA ❑ Other Dispersal Type: ❑ Gravity ❑ LPD ❑ SSD ❑ Mound ❑ SLB ❑ Other Lot Size_ _._ Operating Capacity gallonslday Design Flow gallons/day Depth to Water Table/Restrictive _aver inches Soil Texture Type(1-6) Application Rate gallonslsq ft/day Absorption Area _ sq ft Installation Depth inches Date Soils Logged Septic Tank Size gallons Pump Chamber Size gallons Required Cover Soil: Volume cubic yards Signature of Designer Date Address Designer's Name License# Phone Fee Simple Owner/Contract Purchaser/Owner's Authorized Agent Name Signature Printed Name FOR HEALTH DISTRICT USE ONLY APPLICATION APPROVED ❑ Sanitarian Date Comments/Conditions:See reverse side for additional information APPLICATION APPROVAL EXPIRES ON: 'Approval of this application is based solely on information provided in this application and does not constitute a Permit to begin construction of the system or any other improvements on the site.This approval shall NOT be considered an assurance, either expressed or implied,that development permits for this site will be issued. `A copy of the SHD's appeal process will be furnished upon request. 'As a precaution,the soil in the designated drainfield and reserve areas should remain undisturbed. APPLICATION DISAPPROVED ❑ Sanitarian Date PERMIT ISSUANCE APPROVED By_ Date RECEIVED PERMIT NUMBER _ Installer _ Final Inspection Requested Date OCT 01 2013 Final Inspection Approved By Date COA PERMIT CENTER HD-14 Rev07O8O8s ENVIRONMENTAL HEALTH DIVISION PUBLIC HEALTH SNOHOMISH water&Wastewater Section HEALTH 3020 Rucker Avenue,Suite 104 ALWAYS WORKING FOR A SAFER AND DISTRICT Everett,WA98201-3900 HEALTHIER COMMUNITY 425.339.5250 WASHINGTON STATE ENERGY CODE,-RESIDENTIAL PROVISIONS TABLE 406.2 ENERGY CREDITS (DEBITS) OPTION DESCRIPTION CREDIT(S) la EFFICIENT BUILDING ENVELOPE la: 0.5 . Prescriptive compliance is based on Table R402.1.1 with the following modifications: Fenestration U:0.28 Floor R-38 Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 5%. lb EFFICIENT BUILDING ENVELOPE 1b: 1.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Fenestration U.=0.25 Wall R-21 plus R-4 Floor R-38 Basement wall R-21 int plus R-5 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 15%. lc EFFICIENT BUILDING ENVELOPE lc: 2.0 Prescriptive compliance is based on Table R402.1.1 with the following modifications: Fenestration U.=0.22 Ceiling and single-rafter or joist-vaulted R-49 advanced Wood frame wall R-21 int plus R-12 ci Floor R-38 Basement wall R-21 int plus R-12 ci Slab on grade R-10 perimeter and under entire slab Below grade slab R-10 perimeter and under entire slab or Compliance based on Section R402.1.4: Reduce the Total UA by 30%. 2a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: 0.5 Compliance based on R402.4.1.2: Reduce the tested air leakage to 4.0 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a high efficiency fan(maximum 0.35 watts/cf n),not interlocked with the furnace fan ventilation systems using a furnace including an ECM motor are allowed,provided that they are controlled to operate at' low speed in ventilation only mode. . To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilation system. y RECEIVED O C T 01 2013 COA PERMIT CENTER 6L,b 10t9 2b AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2b: 1.0 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 2.0 air i changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the / International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.70. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilations stem. 2c AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2c: 1.5 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 1.5 air changes per hour maximum and All whole house ventilation requirements as determined by Section M1507.3 of the International Residential Code shall be met with a heat recovery ventilation system with minimum sensible heat recovery efficiency of 0.85. To qualify to claim this credit,the building permit drawings shall specify the option' being selected and shall specify the maximum tested building air leakage and shall show the heat recovery ventilations stem. 3a HIGH EFFICIENCY HVAC EQUIPMENT 3a 0.5 Gas,propane or oil-fired furnace with minimum AFUE of 95% To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the'heating equipment type and the minimum equipment efficiency. 3b HIGH EFFICIENCY HVAC EQUIPMENT 3b: 1.0 Air-source heat pump with minimum HSPF of 8.5 To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3c HIGH EFFICIENCY HVAC EQUIPMENT 3c: 2.0 Closed-loop ground source heat pump;with a minimum COP of 3.3 or Open loop water source heat pump with a maximum pumping hydraulic head of 150 feet and minimum COP of 3.6 To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 3d HIGH EFFICIENCY HVAC EQUIPMENT 3d: 1.0 DUCTLESS SPLIT SYSTEM HEAT PUMPS,ZONAL CONTROL: In homes where the primary space heating system is zonal electric heating,a ductless heat pump system shall be installed and provide heating to at least one zone of the housing unit To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the heating equipment type and the minimum equipment efficiency. 4 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM:' 1.0 All heating and cooling system components installed inside the conditioned space.All combustion equipment shall be direct vent or sealed combustion. Locating system components in conditioned crawl spaces is not permitted under this option. Electric resistance heat is not permitted under this option. Direct combustion heating equipment with AFUE less than 80%is not permitted under this option. To qualify to claim this credit the building permit drawings shall specify the option being selected and shall specify the heating equipment type and shall show the location of the beating and cooling equipment and all the ductwork. 5a EFFICIENT WATER HEATING 5a: 0.5 Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.62 or Electric water heater with a minimum EF of 0.93. ' and for both cases All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 GPM or less.All other lavatory faucets shall be rated at 1.0 GPM or less.b To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and shall specify the maximum flow rates for all showerheads, kitchen sink faucets and other lavatory faucets. 5b EFFICIENT WATER HEATING 5b: 1.5 Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.82 or Solar water heating supplementing a minimum standard water heater.Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation(SRCC)Annual Performance of OG-300 Certified Solar Water Heating Systems or Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards of NEEA's Northern Climate Specifications for Heat Pump Water Heaters or Water heater heated by ground source heat pump meeting the requirements of Option 3 c. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall specify the water heater equipment type and the minimum equipment efficiency and,for solar water heating systems,the calculation of the minimum energy savings. 6 RENEWABLE ELECTRIC ENERGY: 0.5 For each 1200 kWh of electrical generation provided annually by on-site wind or solar equipment a 0.5 credit shall be allowed,up to 3 credits.Generation shall be calculated as follows: For solar electric systems,the desi6 shall be demonstrated to meet this requirement using the National Renewable Energy Laboratory calculator PVWATTs. Documentation noting solar access shall be included on the plans. For wind generation projects designs shall document annual power generation based on the following factors: The wind turbine power curve;average annual wind speed at the site;frequency distribution of the wind speed at the site and height of the tower. To qualify to claim this credit,the building permit drawings shall specify the option being selected and shall show the photovoltaic or wind turbine equipment type, provide documentation of solar and wind access,and include a calculation of the minimum annual energy power production. a. Interior Duct Placement.Ducts included as Option 4 of Table R406.2 shall be placed wholly within the heated envelope of the housing unit.The placement shall be inspected and certified to receive the credits associated with this option. Exception: Ducts complying with this section may have up to 5%of the total linear feet of ducts located in the exterior cavities or buffer spaces of the dwelling.If this exception is used the ducts will be tested to the following standards: Post-construction test: Leakage to outdoors shall be less than or equal to 1 CFM per 100 ft of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. b. Plumbing Fixtures Flow Ratings.Low flow plumbing fixtures(water closets and urinals)and fittings(faucets and showerheads)shall comply with the following requirements: 1. Residential bathroom lavatory sink faucets: Maximum flow rate-3.8 L/min(1.0 gal/min)when tested in accordance with ASME Al 12.18.1/CSA B 125.1. 2. Residential kitchen faucets: Maximum flow rate-6.6 L/min(1.75 gal/min)when tested in accordance with ASME Al 12.18.1/CSA B 125.1. 3. Residential showerheads: Maximum flow rate-6.6 L/min(1.75 gal/min)when tested in accordance with ASME A112.18.1/CSA B 125.1. Prescriptive Energy Code Complianc- -'?r Climate Zones 6, 5 and Marine 4 Projer!Information Contact Information Z ARMOIH WO; This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date_ Climate Zone 5 & Marine 4 6 R-Values U-Factors R-Valuea U-Factors Fenestration U-Factorb n/a 0.30 n/a 0.30 Skylight U-Factor n/a 0.50 n/a 0.50 Glazed Fenestration SHGCb,e n/a n/a n/a n/a Ceiling 490 0.026 49 0.026 Wood Frame Wall'k,1 21 int 0.056 21+5ci 0.044 Mass Wall R-Value' 21/21h 0.056 21+5h 0.044 Floor 309 0.029 309 0.029 Below Grade Wall`,k 10/15/21 int+TB 0.042 10/15/21 int+TB 0.042 Slabs R-Value&Depth 10,2 ft n/a 10,4 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two-family dwellings and townhouses, as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: r-]1. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. 72. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in#1 or#3, including additions over 750 square feet. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) 1 a Efficient Building Envelope 1 a 0.5 1 b Efficient Building Envelope 1 b 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 0.5 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 ❑ 5b Efficient Water Heating 1.5 ❑ 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 0.00 *Please refer to Table R406.2 for complete option descriptions http://www.energV.wsu.edu/Documents/2012%2ORes%2OEiiergy.pdf �"' �. ca o� Permit Information Date 10/2/2013 Permit Number 198 Project Name Robinett Permit Type ZON Site Address 9328 196th PI Description Residential Valuation 0.00 Square Feet 0 Status Applied Permit Issued _ Permit Expires Phone 425-252-2500 Email Occupancy Load Type of Construction Proposed Use New Single Family Residence Number of Stories 2 Assigned To Amy Rusko Property Information Owner Information Parcel#:01052300000400 BALL GARY D BALL GARY D 1831 COLBY AVE 9328 196TH PL NE EVERETT,WA 98201 Review - - - Date Type Description Target Date Completed Date Ass' ned To Status 10/2/2013 ZON Zoning Verification 1OM2013 Chris Young In Review 10/2/2013 ZON lZoning Verification 10/7/2013 Dale Carman In Review 10/2/2013 ZON !Zoning Verification 1101712013 Marc Hayes In Review 10/2/2013 ZON lZoning Verification 10/7/2013 PW Admin Rev In Review 10/2/2013 ZON 1Zoning Verification 10/7/2013 PW-Sew-Rev In Review 10/2/2013 ZON Zoning Verification 10R/2013 PW-Wat-Rev In Review 1002013 ZON (Zoning Verification 1101712013 Tom Cooper In Review 10/2/2013 ZON Zonin Verification 10f7/2013 imy Davis In Review 10/2/2013 ZON _lZoning Verification 10/7/2013 Amy Rusko In Review Email History_ Date_ Emailed TO 10/2/2013 ltdavis@arlingtonwa.gov cyoung@arlingtonwa.gov,tcooper@arlingtonwa.gov,mhayes@arlingtonwa.gov,dcarman@arlingtonwa.gov,kwallace@arl Iltaylor@arlingtonwa gov ,PW-Wa1-Rev@arIingtonw"ov,PW-Sew-Rev@arlingtonwa. ov Uploaded Files Upload File Date File 10/2/2013 IZON 19SApplication.pdf Delete] ' RESIDENTIAL ZONING VERIFICATION APPLICATION Department of Community& Economic Development City of Arlington • 238 N Olympic Ave. • Arlington, WA 98223 • Phone (360)403-3551 Date: 9 Z 71, (Please allow 72 hours for review) Address: Plat: Owner/Applicant: /D ELL 57 IA) Signature: �� Q{�v�,l% Verification of accuracy and agreement to follow the City of Arlington Municipal Code Phone: (h) � � 35wl' W 7_ (c) �PZ l Describe Proposal (include cross street): Please check one: M_ Single-family dwelling (J Duplex ❑ Addition ❑ Accessory structure 1. Proposed Dimensions:W) !Jy) / L) H) Zg / Total SF) /0060 2. Allowed Lot Coverage: Total Lot Size SF x 35% _ ?DOU SF 3. Actual Lot Coverage: (SF of all structures') 4S - AW (lot size) = to % 4. Septic Tank? lv Yes 0 No Private Well on Site? El Yes IdNo If so,please provide Snohomish County Health Department approval and indicate on site plan. 5. How many trees greater than 12" diameter will be removed? �t:� if any, please indicate on site plan. 6. 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 Hot Tub Re-circulating Heating System Swimming Pool Lj Other RECEIVED _ OCT 01 2013 COA PERMIT CENTER 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. ZOO r 1900 Rev 04/2013 �� � '• 1 '� ..� . . , _ , ,, ` � , � � , ,� � . ' L • \ 010523-000-004-00 301 ` � l •196rnP� hE� 9328 196th Pl. NE h Arlington, WA 98223 4a�9- I �9'qs„ Water Meter —a r��Uli/i/ Lot 4 E,.460' Parking Easeme r II Quail Ridge & NCI Drive � Proposed n ` Wafer Line Proposed 4 Bedroom ,s9•SFR b El.462' ti� Requirements g 1000 gar. 1000 gal. Septic Tank Septic Tank i000 gal. 1000 gal. Pump Tank Pump Tank o 804 sgft Drainfield Pick-up el.453' 9" Trench Depth ray 0 36" Trench Width 12" Cover Final Grading co 100% ry- Reserve - I? Area Control r Box 71 Area 'A' sti•• 5, o.tny s AI r' p; �,O <•" .:�30� ® Monitor 02. 5100120 � Ports BRENT S.HACKNEY Kam^ LICENSED DESIGNER 89.35'N 88°57'46"�/ EXPIRES:03l31/14 Contours depicted for use This design is not an actual survey,information is taken Brent Haeknev Designs, Inc. Date: 9/10/12 of the drainfield and from public records and depicted for orientation purposes Irelaledoomponents only only,and they should not be relied on for anything else. P.O. BOX 246 Lot Size: 20,000 sqft Lake Stevens, Wa. 98258 Contours as per Snohomish (360)654-3445 Reference Tax Account Number: 010523-000-004-00 CountySnoscapeMap 11ww.brenthackneydesigns.com ,�, a �" =� - - - - - - - - RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 • FAX (360)403 3418 The building permit does not include any mechanical, electrical or plumbing work. These permits are issued separately. These permits require a separate permit application. To ensure that you have the most current information, please contact the City of Arlington Permit Center at (360) 403 3551 or by email to Permit Center. Applications delivered by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. Signature: Date: Z /Z3 Over r/Owner's Representative Company: �� 1-t� i�✓L C�"%� ` �I C Phone: RECEIVED 6 0c1' o 1 20113 =COA PERMIT CENTER 1bLb I 011 y � I ' . i RESIDENTIAL PERMIT ' a 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. V One (1 ) completed Single Family Residential Building Permits Application Two (2) accurate fully dimensioned plot plans U' Two (2) sets of construction drawings Two (2) sets of engineered drawings and calculations (If required) Health Department approval of septic system J 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 •t 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 :. Y ' 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 stibmit 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. 1 o. 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. V' 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. a. Locate all hold down straps on the drawings. i F. STRUCTURAL CALCULATIONS 1 Provide two (2) sets of structural calculations if prepared by an engineer or architect registered with the State of Washington. (Not required if using Prescriptive Design Approach from the IRC/IBC.) G. ELEVATIONS 1. Show elevations views of each side of the structure; provide finished floor level for each floor. 2. Show existing and proposed grades. 3. Show the maximum building height. 4. Show the maximum site slope. 5. Show all roof overhangs and any chimney clearances from the roof. 4 �f RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3418 Indicate the pitch of the roof. H. DOORS & WINDOWS i. 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 Community Development Single Family Residence Building Permit Supplemental Checklist 1. Plat name, if applicable. .L 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 y a for New Cc iruc#ion Oa.+e 3--14-I Dui. �esfing C Icula ( ) L+ House address or lot #: Conditioned Floor Area: 8 �3-2 qL m Duct tester location: Pressure tap location: Ring (if applicable): open 1 2 3 At Rough-in (Total Leakage) rest Method & Test' Calculated dard' CFM25 Target Air Handle>Present q�;X CFA 4 CFM25 5 6 CFM25 per 'FA Air Handler _ .04 X_- CFA S_ CFMZs S 4 CFMZs pe'r 100 sf of CFA � t Constru ' Test Method & Test2 Calculated Standard' CFFM Target Air Handler Present (Total Leakage) / .08 X CFA S CFMzs 5 8 CFM25 per 100 sf of CFA Air Handler present (Leakage -xterior) _ '06 X CFA _ CFM25 S 6 CFM25 per 10 of CFA Air Haridlol not Present ,04 X CFA S -M25 5 4 2y per 7.00 sf of CFA 1. Te , esults must comply with one of the Standards options, L—Irest CFM25 must be equal to or less than the calculated target. Air Leakage testing Calculator (Blower Door Test) Tested Calculated Test Result Standard CFM50 CFM50 X 0,055) (-� 4,CFA X 144)) =SLA / 0.00030 SLA gZoo -7��,�. ` 60� divided by'Z� _-� SLA SLA Glossary Rough-In: After installation of the complete air distribution system but before installation of insulation and sheet Allows for access to all duct seams and connections for re-evaluation of seal Integrity if standard Is not met In intitiai test. Post Construction: At or near final inspection, The home must be complete enough to pressur,'%the hod'L rO 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 CFMzs: 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 e c5 a<i SLA: Specific leakage area —�/ 1 F.= 5 o - 3 - NJJ� vga - -Q ri �T • ♦ •YL cyt EF la- �__m e v Yo o_� _ _ t _ I I'11 1 1 I`t`t`1 1'I I I`I I 1�0� o — 9I4 a A a v v_ 1 1in. ' �I I 1.1`1 1 ICI 1 1�1`1 11 1 I`1 I I I`I I�I �I 1 1�1�1 I` I V I'll I I-I'Q= _ - V N V A O. p. G i• a - I • • • • • • • • • ♦ - as.c o e I`�( 1 I`I`I'I I I I`I I IA I`I`I I• I r 1 I I I I ,I+`I�I I`I I`I�I I`I`•jl 1 I`I`I 1`p I� W_ w .o�.W Iv'v t� V. a �N] $ w IT I I I`1'1`I I`I 1`I`I`1`I`I 1`C I I C 1`I`I I`I`I`I I-1`I`I !-r c b o a3 c • ♦ a .= • .�. •cl y - ♦ P • • vN I`I 1 1`I I'l l`1`I I'1`1`1`I 1'1'1`I`1`I`1 111`11`I a ^S�a _ NN _ LIP I 1 I I I 1 1`1`I I'I'I 1`1`1�1`1`I 1 I`I`I I I I I I I�I I`Irk 2 N NNE o$� o � I I I P1`�1`14�I I I`t'1 I'teI I I'1•��1 1 I`I`I I I I I`I I`1`I 14I I'I'I I 1`I` a cl cR Iv 1 ar •1� VFll, Un w _ G S Sam-FK a o • JOIN as �N a 3 E o c FL 25- f all �6 M E v r 82 `• ± - G ) C 1 BUILDING INSPECTION REPORT - Residential Permit No. 199 Address: 9328 196th PI Contractor: Robinett Owner: Robinett Date: 10/25/2013 APPROVAL ❑ PARTIAL APPROVAL ❑ CORRECTION ❑ OTHER INSPECTION: Footing SETBACKS: ❑ MECHANICAL: ❑ FOOTING: ® INSULATION: ❑ FOUNDATION: ❑ GLAZING: ❑ DRAINAGE: ❑ GAS PIPING: ❑ UNDERFLOOR: ❑ ACCESS: ❑ SHEARWALL: ❑ LIFE SAFETY: FRAMING: ❑ FINAL ELECTRICAL: ❑ ROUGH-IN PLUMBING: ❑ BLDG FINAL: ❑ Date: 10/25/2013 Inspector: 1 CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON,WA. 98223 PHONE: (360)403-3551 SIDE SEWER/WATER METER Address: 9328 196th PI Permit#: 152 Plat Name: Quail Ridge Lot#:4 Parcel#: 01052300000400 OWNER- APPLICANT Name: BALL GARY D Name: John Robinett Address: 1831 COLBY AVE Address: 1831 Colby Ave City, State Zip: EVERETT,WA 98201 City, State Zip:Everett, WA 98201 Phone: Phone:425-252-2500 JOB DESCRIPTION Water CONDITIONS Must follow all City of Arlington, Public Works Construction Standards and Specifications. Monthly water/sewer billing begins at the time of installation. Water Meter Installation-Call 48 hours in advance 360-403-3526. Meter Tail Piece Inspection-Call 48 hours in advance 360-403-3526. Side Sewer Inspection-Call 24 hours in advance 360-403-3508. PERMIT APPROVAL I agree to pay in advance and in accordance with existing ordinances and regulations of the city,the below charges,the exact charges will be determined and payable immediately upon completion of installation. I further agree that all rates and charges for water and sewer service to the above property shall be paid in accordance with existing ordinances and regulations of the city, or any such ordinances and regulations passed hereafter. I hereby authorize any tenants,to have all accounts for water kept in his/her name with the understanding that water bills mailed to said tenant shall not relieve the property from liability for water charges incurred. I understand that the city will use all reasonable effort to maintain uninterrupted service,but reserves the right to shut off the water at any time without notice for repairs, extensions,non-payment or rates or any other reason and assumes no liability for any damage as a result of interruption of service from any cause whatsoever. The sewer superintendent may require the permitee to furnish plans pertaining to the application and issuance of permit. Reference;Chapter 13.08,Arlington Municipal Code for rules and regulations governing side sewers and connections to the public sewer system. SALES TAX TICE: Sales a relating to construction and construction materials in the City of Arlington must be reported on your sales x recut form and ed City of Arlington#3101. Owne A ho 'zed Agent Dat PERMIT FEES Date Name Description Fee Amount 10/8/2013 Water Connection Fee 379.00.04.05 $4,300.00 I 10/8/2013 Water Meter Fee 343.80.00.00 $720.00 Total Due: $5,020.00 Total Payment: $5,020.00 Balance Due: $0.00 WATER/SEV :R UTILITY APPLICATION Public Works Utilities Division City of Arlington • 154 W Cox•Arlington, WA 98223 • Phone (360)403 3526• FAX(360)435 7944 Application for Water ❑ Sewer j Permit Submittal Requirements: ❑ Completed Application Form ❑ Site Plan Depicting the Proposal Project Site Address: / .3,2 L /%0 04 D//i,/ Property Tax ID#:6,10-:r _5--Cw -00f-d6 _ Subdivision: 64Zai1 4X Occupancy: O,5ingle Family ❑ Multi-Family ❑ Commercial ❑ Industrial ❑ Institutional Property Owner: ��A,4'1 Address: /9 21 A,. y, ���'��' Phone No: ( ) Contact Person c,/ZJ/,J Address: �%/ C G��• L�. C`lif�t� Phone No: Current use of the Site: Give a brief description of your proposal and/or request: 17'oot" Lr,/1 ,fi"•��/e /��Or�. �6� List any pending and/or previously approved permits or land use applications on this site: Is there an on site well? ❑ Yes I/No Is there an on site septic? eY/es ❑ No Will a water meter be required? 0'49es ❑ No Service Size: Total Square footage of Building: /f D y Lot/parcel size calculation: _ Square Footage of impervious surface on site post construction: ,41) ad I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above described property will be in accordance with the laws, rules and regulations of the State of Washington. a�l ��/ i 3Applicant's Signature .)j,,V,ft �� Prin pplicant's name 1 RESIDENTIA PERMIT SUBMITTAL Department of Community Development City of Arlington - 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 - FAX (360)403 3418 CROSS CONNECTION SURVEY FORM Forward to Utilities Division for Review Type of Residence: Single-Family ❑ Duplex ❑ Other The Rules and Regulations of the State of Washington Department of Health require that certain premises install backflow prevention assemblies (WAC 246.290.490). Backflow prevention assemblies shall be installed at any premise where, in the judgment of the City of Arlington Cross Control Specialist, the nature of activities on the premises may pose a hazard to the public water system. Type of Permit: ( New Residential ® Addition/Alteration Project Description: Proy.ectAddress: 13 2 8 j q G 411 Parcel ID#: DIOS2 bb(/�d" Owner: _UW41N R ON N E-11 Phone Number: 4Z.5 4 $2 —ZsCl b Address: 1831 C o 1_5 T BI F, City:E&9 1 I State: Zip Code: 78Z-0I Contact Person: C T!1i I �'��� Phone Number: Cell Phone: 7l1lc"I� Fax: ' �5Z'Zf�3'9' E-mail:, JAF COLDcd�) 4 0-66 .60M Address: City: S 3 D State: W4 f Zip Code:9 gZ 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: For Office Use Only Date Received: Survey Received By: Assembly Required: DCVA ❑ RPBA ❑ AVB Other Inspection Required: YES NO n r r .� � r � . .. •.•. • . • • . a • � � f � .�. �_ � � � t CITY OF ARLINGTON CERTIFICATE OF OCCUPANCY Y INTERNATIONAL RESIDENTIAL CODE SEC. 110 NOTE:THIS CERTIFICATE DOES NOT CERTIFY ELECTRICAL WORK At 9328196th PL NE Building Permit Number BLD20120199 Name & Address of Owner Sprinkler System Number of Stories West Coast, Inc. NO 2 1831 Colby Ave. Type of Construction Use Everett, WA 98201 V-B Single-Family THE New Dwelling HAS BEEN INSPECTED AND APPROVED AS COMPLYING WITH THE 2012 EDITION OF THE INTERNATIONAL RESIDENTIAL CODE FOR R-3 OCCUPANCY ISSUED THIS 27th DAY OF March , 2014. BY � 1/" BUILDING OFFICIAL HILL yM 'puDjsl ou-3 SNVId-LL-LL8 6Mp'13I-3E31i3NIH0d Wd LOIb EI02/L2/6 qo?J I-1L�W 1 A I'L.JL �� W O�'ngZsuold®8021 8909-629-09E �� w PI!ngZsueld4� SNOLLVATT �� yM 'pun�sl ourown7 SNb"ld-IL-LL8 6Mp'�3I-OE3113NIH021 Wd L0;4 £T02/L2/6 q0J w00 PI!ngZsuDld@qO6 8909-629-09£ ��' �L '� I� � pl!ngZsueld n Ni2i uP �S000"IVNOLL03S 0-8x0-91 � z I B10 ZL%9 l-f I w w w NI HMD1 J .£-,91 9 r z w � <NI '1111 .1101 d0 b a m o cx.,w F a r w a I N70a DNINIVaa 33ad I ❑ ❑ .. ��a.. Y a317VdW00 Al 83h0. I •-+ LJ a, // ❑❑ x u a u < a3Iaatl9 8 dtlA 1IW 9 tl .:xrca J mow. 'w'M1M blMxb IM 9x9 w .�C'i L J ti ❑❑❑❑❑ u " r r LeJw a' •3 r. za I /M HtlIS 7N07 b\ U W NON J a w _____________J ❑❑❑ 91:11 Q o d w�3^ �. Ill ulvmj f7i Ca I--i ' x inrzgo ® L' M (mil rdi'_'N LJIJ ® 1 J> 'b �. zwAia w x ro U Q o .--1 ¢�¢ a w� c+ ri w oaww� bb �N z0U: 2 ❑❑❑❑❑. Q U.A'. B u»a�o a wy�'�y'-' � �dtl (U Sb38W3W aOddOns�86SONn133IIIf�� \ m No .. o r y wqg W NO 8M0 X.3dAI„9/9 n �.. / a zoaaa w wz�prz s,�w�"'d CD. 'SnVM 8MO.Z/L :NOLL"Vd3S'mo IJ Li /W/---��z g o. w"¢J3?vri. aF'�ir J ry Li IR L" 3� JOJW YQL W ViJ a 9 m w �a�wr .wJ�z°xf '9 �� cQD HOaOd 032l3AOO /�. U� NQ`S IrA W a.Wr JZU G� cC� Q Q ~ ¢ ro o zwoiia Jo a>ua�-.q pC Q ff" pp�p ppLI in �0 rD �> o w �¢rc i �mcw �oa� aaax'mm°x U. f ��dwiT .. HS J J� O �w m our is Ja oxxw s< N X8 Ix ` 4 6 �awiwwuwHr o-� 4 DF# DR F#2 H z 2 rc�f L=wQUN33 J^ao Off„ J ® t---J O O L- 'l ox oNo3�zaaasaa W N 0 A^ �� xa 8e�o TL o iu z I�<> o S I J.HM-nVH .ID d I YI I I n o o E m . to 100 io ih m %�a Ln r IELL, LE FE G a ® F Z OO6L m or n � Uj (L > bN Z` rn rn rn c M 3: M M 2.2 ti U 7 Q 1° � � Q cmi d w �0 00 p uj O th. LJ �m CD m m m' u u.'u cmi S^' b . M Ln 3I �� X CD IJJ c m �e m W W W W W c m Z m m $ Z / - m J -fit L U U C 9 o w w lw a d a =__ cu _=w w r Qm o ma a m an a ov m .a m p .". �Ow ~ inp b cD O C,7.W aLu w 2 K DO OJ z N N i w o J LLJ Q V o O m`g N Z a w d L.L .9 ® C.� m 2/T 6-,b2 � tJ SH SH 0 O-bxO-9 isd ii--6Xan-e 0-9x0-9 o aoH Z fiM d0 Olxb � _Wz �'u- n # H aDs x0_y � aaH z#da oLxb Q d°aa XVW>a�o Ju,n3P ii_,E � NIW a.9£x4}pM oa a eelV./ Y b' �. d � NZJ W Ffa D- J W 1Q Aiq� �9 o va o U �� 1J �9 tiro w U o V) z�z z F 7 w z.co zK Q Jv1a / N wo //%/ Q L 7 A� g � �wz z�� TIM a 1 O o wax Ew o0z z n � ro1 L a LU cl . W z iw 1 S . 1: W vu"g o o � il a: K jo _ CU W ,Q Fg�xgT� �a� �W� e y1' ¢ �p�`� �"8! Qa Hwy. �¢ u LL W W o a $�° '�Y'�� u� zww anJ w r m z 3 @ t 5 6 y z ` 4 r�. LL, W /\ >>z. .z.N NF.UZ /-ti U EC� YSi 2xW z¢ 4¢w NZ 'o NMVaINLLI k` E ❑moo oow z--z>,ti a s '" a $$ AJu o N . S•€ 8 F o3w i3Q He.=yFs2yy.� x�rc rcao »�� -�^ ��� .-.Nt'�au� I-y ❑ Q c a�'M,�.�P9.. fir„ @oo oN_o zz a.9 � VM 'putlsl ouowro7 SNVId-I.L-LLB - 6r10•I3I-OE3113NIIION Wd LO-b C102IL216 q08 VM.IpuD)sj ouowo7. SNV9d-LL-LLS &x.p'�3I-]E3113NI9Ml Wd LO,b£IO2/L2/6 LION woo•PlingZsuold®902! 8909-/6�29-09E ,T,� TT y'� �yT W ^ HILL HNI CH, ,�\T,�--IIIII� w O.)n S u e. M QQ 1K @ T l..L' 1:.1 `n F H LL L H I E woe PlingZsuold®8021 8909-629-09E PI qZ I Id 11 Wog u�ldsro��uolpuno,� p "� plingZsueld 22 KK ol CA o 4 1 Q 10 £ „0-,9 L N E 8I a m N N Q RU �. YYu WO Y LD wq IDZ 00 3 3 W K p Q D_OI w ari N 71 X r a o W.0 U °3m z NIW ,;8 � a °� j � U m z o u�iZ W N aaa i j :.I. ^# v n: 17 O C7 ,w �cz0 W ^� a z to 3m Z mww Pam, HS Q HS >OV z -a t= 7. bx0-b -bx0-b U N0 z U W OH Z#JC1 Pt, "601-1 Z#30 2xb y � p Z \ \ \ Z N ¢ F N '" -,u „9 IW „S 2/T 2-1 9l o V7 3 N 3 � �rBWLL I I o03 �, I N � N. NI w .66 --N --———F .w W ® 7 � � I ao°vHa ie I . — —.—J�--- — --.— i S S z (I I - o - 12 O O L- J .J pe y:� Q x H ISHWS 10 m r 9N rT-,T2 -- ----J ODOR ��Y m co IVM-nVH a 2^3y.J >��o NWw°D���4 f- L I ' m W�[ —_— — w z z emwe zP. a m I ' W 3 ym 2L m-6. —Q Lul w _ X m m I I --- t- -----------J ® - —rt—————— — O LLW J W �g o ZIL � gWW IZ QUO CD M \ p. r0� 0LL r J v #1 0 )( pin a � � Q O U� -----------a---- 9NI10p 'iNO3 d330 .9 x 0. 0_ W I ui oo THA .9I i1 A 1 W 9NI300M#06 l UJ m W a3A0 CS37Ild }a+NO 9xb?S1SOd 2#30 .bx.b 83 Wtl39 2#lH.Ax.b N F W o r �, X s w N _ w I .. �. cox S CU a I L °2/T L-SOT NIW I J SH (V aOH zN30 oiXb A aJ N Nq _,8 e --O- 3 Z ————LU IL LLJ r£ a� p IN.ZL o ,8E 3W mm m o J .6-,2T NC 4 w m Jam : N D_W J J R'aa #I B NZ O �0 �N 9 L Q V� rao N �� F-I a n N K � �:_ a .N. zOl m:o .o zU EU u Z \ W a^ , poi I� L o i /�'. �/ .9-,8 6 .9-18— NIW„Bl // L yI.J� 9-,8— 83ld 7NO7 2lx8IXSI WE 2#3H ld Olxb 92 W W r 83AO 6VH ld bxb 66 a z. ti w a ry am r zJ > u m a a ❑ Q m DzTH �� /Z Z x yL1 v f0� C/� s apW,as a uw u rx or o� > wN xWpZ Q 0_ r '�•. W Z W 66 D- W 0_ mm cWi° z o rc N o. J 0 Z.Sw NIW„9 Q Z O. pp m 0_.. Qd.Ny.o -i zNc w �Wa.r LL Nr p r 7 au Q W�awLLR' C:. _ `V 0 Q QJ XwtNuaeaQ m .. .w ate . r�l JW Qq'=z '� x 0 0 Z u+ a ma Wa q uz �? -��i o wN: W 2 W - aJ• ZI � � NIL rk N = Z J�H Wot WW= aOy f Qa W ❑: JWK#1O•p 9-Q. Q o W x x x Z au�uz -oww �n w J � 'OLLxCI Jo M:o �`� Qp .49. ® Q Q tuo nxi cai Paz. u rm a. Q N00- aQMaIO z0mi � ,., Q' _ NIn '�,� Q aww Zo. : o> Na3N� TT Cu a nls3 cj FLL a ;� C ' uros ourowro tlM 'punlsl ourowno SNb•Id-LL-LL8 tll1 p 1 I � 'SN'd'ld-IL-LLS 6Mp'�3T-3E3113NIH17J Wd LOIb EI02/L2/6 qo?J 6Mp'l3S-JE3113NIH021 Wd L014 EI02/L2/6 qob woo•plingZsuold®8o8 8909-629-09E 4 woo•plmgZsuold@eoa 8909-629-09E 4 HIIHNIR M4 �o�l LILjd StO� �� jl �� ���� �� U� �►o� NVIJ J00 wco PHsued in sued P1. qZ I PI. qZ r Z O r I Q NN d3 a W O / z q IRS lgW�Z 0 '' LLO' N 5QO Ia-rlI 33� Ino Z O ~ mwcmil _ e LL1 r 0J �UZ W z I M I Q Q U wz0 W EI o �Qo W za wa LI W N J<. % FZ LL.•N. a rr^^ N aJ4 tJ aM ❑ G /� N �U< Z N. Q�V p O I I— dAl '0'0 dAl S 1 ltll 09N3-38d H911d 2I/9 4 4 SS 1 ltll 09N3 Sad H lId 2 �QJy W.F O do ao LO Q `+ Q l7 a N o a 1��70_ c a o v TU, �JQ f Z J a \ D w r tll tll I--I x ® z N w J r--------- - - -- - O O L- N ❑N L 3 r-- O O 1 z N a^ I_; O y. aI pI D[sHWSH I ❑ a' g� �y rn J J ^ U >W u wr aA "w Rn - ------- I o u �o O I`.w oa -I"W��'W OK. L-- <g x = aW, Jw a� rw �a73zS� 'k- Z £Q N ro I 4kl I I�imz3 uo•°i. Q wwa.. Ip7iyw J) zo ® j z w r �alzlortt \\a.�a W £o- in h I > n❑>r<^ nnJ > X w --------'a -- '013 'SII M MIMT ----•- S1SIOf N33AkL 18 K 718 OIIOS m L _ _ LU > d 3 9 d X IL wQ - - i sSSP1 Lo•,.LaLmLOp8•.J,fmL�NNLNO�.l I OP••�.NwaEap i�am"OUNOCNO..*L_S�WLOLd0,.LYs3LT'kL-ac3N.r.aLWD ou.Y ENOUNp`,mL'^pOOy>O•tiC4LY;aou°"y"°aU]�'\\OYE=c]L Iy;moN i.L NGLE NoNEWUO+Lw�a-f>O+,sLo[dT a;aVJaJ]r NaWtl 0Ea;E. a-Y�O LYH.coCd.,OV�Cys eOy6O Wa-J9Y rX�yL].Y--ocE£N ^vQUNE]E NLVraO>O°E I (h d^0c�°II� oo h �� L E a0 O0 WW Z1 y 1H_I_T i aS Wo >a dX L LL _ BO0S_UQ3O uLL' J LV IYLN2 W o E oyEN U XIV 4 LO O3Y UOE. Yd NY > dA '0'0 42 £2�N1/ �9 N.�.1111I QJLL Q '0'0 •bZ 1SIOf-I -30VDSV0- 09-IMd AIL:- ,9' 03 ny 3VE ° � N LLL tl3U J LC NOa UOSYOU 16 drCfZY N M.. .. p } 3 y aLYo ocN]Laa°.c 3map,a Q$ dwdoLsp,�, n 01 s s M L Y a L c s Y L s3 ys osceLsy°°°tlxT '^t cy iwQ �+e sLa"-`E�La�au cai l i� J.O 9tla4 C°OL i Oy Oly CY dC6 >L0 ^ I (O =i tl ° d• OE yiLIC L a- O. LEtlC Erb17 d Ya- O , CL W N J�p NYY L.bmyU CSyE Ld�wCC CS IO L3L�by1JL IL D❑�OC CSEOL V:.S LN �L OLEE LLELa Oa OS adaL N P3 CL U�NjdN OWjNN yO NV NL d60�n-6Uy OQE ]W r 1 WnO Oss > Oi- O'4 UNO E L O.tl �J xN''a0 TSNCOL{pLY4 C U10 W LL�>.N NL=HL'NC'O GQ E°S N ♦ ,Sj A.tF O°PL EN EU WY>0I6y E* Jy~O1a00 EV N'OOC W Y c ] ] y \ =0 x LD tlL OGN Ob CUO�OaLa LydC LLL y�XL C-000E3�� Q ♦��L 9-,Li '�S• Nai�U NUY❑ww ON GSW�Y V90 d. WY3 C.>Z• 0— J > LOd N O Y Y ] U °4-U a tl ]L OJ Or U� O�JVItl•UE�Lm NO O^iX IUY4 JUC)L E<Nn ONId\�NI� NZ .fi 3V-d.•O..•N a^WNIOI W N-3 ONO CN3O 0 W_M NN i N p0 y ^a N Ny y ❑N .¢.ZD W O- a > 2= w 19.. W tt w r a°I ID L'1 1.8£ �u ❑ 4 r ZSo c ,8E N > > rn a N mcrn Nln maa a s Li a a i°tlw �qa w w w. 4 84. f f Q L U p3 ..N M • 0O3 N N WN ° '' Ya O)O MS> .\i 6 m N nr N "() .42 N L w]�..~KVr U Uo d 4W'w6 Yy=OY L$ L3 Oa� (E NtlL pdC C.\O. j 9UN. ❑YWp.UCy�LN�a-yE' S n1 ltll!QON3-3bd HOl ° a u o ° ° E 1 O 0 c ^ P. O OO d O4U O 2LU O Ny aK O ` E tim LO 'Otl W N E NOE N>S a NOC C^� UO.. 192 �a E H C L d E G 3 C U m N a 0 Y Y O Y U L d C y Y W P>O V O F O^U LOi NE W L'IONCI 4O C L NO3 C Ua L a O. W W N � �Z' PpOo LE N NL_ON ISO O. ..Odd U uOyO ON C O N N 3 taY L Y*U >.0 ]1AL y� W^ �� L� N OC Y OI C OON t�N � yW aNa LO L. O O°Y O❑O ; �.'>d GN U '�'00 f0 V O d- N f 3 y L Y Y y•'9 tl L O L U CNWII d1j YY J Lbw C-iE•NO 1NN O CND°\a 00 UCNUaE"0 W 3y dJ;N r.0 - O.LLCLLLOO� 3aU E Wod ONOL. 'ML P yw o4 o>. a." ° _°rn]Li°°E' a °u °u L Y fn l?In Q"6O. *Y 3 tOai OUL U4 tl -8000 I LNOL Dy NOO O J O J d W a E O^ L 1,0 O U C U O O N C L O 4 C O O E d U C �IIJO�N LC Od Ey LNLSQWOL wON 0 O�wJC❑Y y,3EN*WN ,O ^NJ.001 p PLO E3WY NNL ONG %V.• OLE]�a NELdL� �] U-40'O^' w N O N�WYU. OOf OC.L✓+d LNN UL°OI 6 POy N WUtiN DO2�-L.+.dUSHW N�J0o:'AA0w!N6yJlnOW0w.! NFCSYYCbO .�:NnW1 •�YN L-H Ya QY4LaL OH EUh aO"%L jQI��Oed} zmYo Ody]f UYQ a U Ln b C L OL 61 QYJN N 6GNdK VKCv Na3O.DQmJO L A 000ON 0- UmYY•OCyL Ufm��OWUj Y V Yya O NYZ O a N Wb yyN6C N NYO0 OFw3 ❑JZ Cy iyA aoN(UE• UCCV dEU . 0. tl. ON1LL000t OUL]]E NEL ��/. v M78s�ioN Z�In L�nxis p z w 0 on o 0 .. OVm D ca G I O. E O z NOLISCINISNOD -1-13A,Od p x o o x w m � ZE _• O�1D ro¢1`8upa3uP¢2 30waf£IOZml A D D U E z O a w �7 N3 Z w w pZN ° v+ m pp.. y.Dm�m.. R = O J lZ�f Os. O 3 OrmyD. O ° F a€ Z UV y O O w z K Z � . . 3�mr w a =0=ZE. F w4 �i rLL'wa 9p wm `�i OAmD� 1° >� F No �mwu �a= =u � ti N� ° W uQ �W '� W p g wm Nw pp W J!� a ry wR' w. N r Z N�.Wma w ZZQ 3QLLu' z� �3 aWw .~ 2 = DAroxn. O za A 1wdw1w1CCC i W= aQ. La ON �`3^3 � °p> wm WNU° 2 W - Ub. �.; Qua w yyy133r O $u_ t�i ,°U.� gx Q WtlI Z QW � ur C 0� (I�N �D' II��t °� X YWW ° ZQ C U � W lw LL~° U Ww w0 Wu �x€� rw jp a� °a r A mA01Z a wm z 9 R= w �w�a t] �� w �K 12 ='j 8 �i i9 J a°W =� wu r N`m p u m w - a @y dQQ Na a��Q m ° rcw $ wz __ �kZ} �a �s� DO° W NJ aq (] li w' W ° W° JN �O POT LL413 LL'J 2 a OU ZIC Y UI N J mo rcz � Q maa o o �" ao aWm °m i ao N � W 0 6 T.°C-. J ° f UU a F W ICN N`/J W=N J2 W 3 W m? v -J N_1 a O wWvO 4111 03 °o J �'u mom ' J F- x ° u = a� F 41 u W Jp U WQ � ° I N�z JJU �wJ Jm yZ Z'a °� x� 10� y�3JO ��° wH y�D �N J� LL°lL .U�Q =a 1p U� a Q �w0 �.WZ IC 3 a aJ 9T >aJ Tm�Q J� !° J wo X O =Lu N N 7 =J ZZW Q w O L j 2 LL (n > H_ y W ppQ W Id.L Wf W QQW m. W JZ aJx °R' OsZ N� £ b� Za �� LLN N °�� 0 a w JW w0== w� �1N ato O �LL W aX U L wf5 a N� �Ta � ° X°� df1m�1 Ztttt ° Zp W L S 1ym1N} Zp ~N 0_ ZJZ W° Tm J W O°ZUZ JT WC J Q f ��J aJ r Na r O V O�WJi. U r- �J R•LLUQ aJr� �� Crll QY wQQ 0 IL J ZVVVL. l7i LN IaL .LY N 3 N LL Z °- Z N U J O J a W O Q rA E -BEN Q. . . . N Z _ n ,n o ,ri .ti r ro a. _ m v ai ,o r co N _ r U N N -+ °-p u+z n��' m AA Dy O.r-a D mr. z�7 �m� m Drr A Zr y m jNNN UV Z mp�D QJ �.. V V N 1 N a lra F= ° J m NN -- a 3 maa o a- JaW JZ O mr �u 4 d FNm = ® zip J JQ Q Q ° ° Nw0_ m Z z ° J ,LL,ry1 3 !x y3 U VVV �+i°1N '�V c�v ° .0 N. ZwmN Z� WIL JI �i� ZJ DDwr. Q N Z a rJ JQf I I Q /`^� jr N an xQ LLI 00 x a mQ� = o N ° U' 3 06Ja w� N N W N U W J w § ZJ� U 6 J~ 4 mw �O > � Q WW W pl wap� N mm �. W 4 x z - KaO w x 4 Q QQ ® o w N a o �w _ 0-, ro °O= �vmo�A= 9 _ �Z zz m - ° x = 0 u a�°Q U.Uvzz�A�g N SS. N ° z �_ LOU JNfLW m - ��OL 1p N D f/1 m D= r � LLB. r _ QJ�11WKQ o aa,z�R� ° fA 3 3 3 A �rmN3A �G -N N N Om _ 'Q �dJ WL a O Qa a LuWN�a F J .� 0. WZ J Z IJ- W� @ 0 ® ® ° N J� LQ J Z JJw° N C a J=~° O OJ Q 11 Z 9 a � ;z! $ -0 Q � ' � a $ a D �v0 �Tm3_ Du 4 W _�.� .0v - N F awF �w. W r O DO Z• rn = wa 0 ° 0 f zmry~° W Z D g / 4 z @ Q z OF 00 U U 6 _ a0p J J r P. 0 ° p _ UBON. wua OW wW Ow Q OI N O m N w 0 �_� W:NZ _ �a.0 � �QOrcd _ D r. N N Qd Q4 C www. Zx�. _ J.Z.�.� JzzO�. r p O.. QQ cQ u N a F 2m= z°p Wa ° Wa ° Wv v�o a 'w OF �uu°�1N a� N r r r Q $ U m Q= N a N m O a u=i�i O ©2013 Jnmot Engineering,Inc. Q 4 d w a xw NNE o O o v v W N CD N i U O LLJj Lw� cn ra- m m 7y �. � p 1� °o ' G.A. POWELL CONSTRUCTION -. "_ K -a m m T o LL 3 3 0 a ARLIN GTON, WA M ° w STRUCTURAL DETAILSL L m phi cn.- Date: 04/08/2026 Permit#: 199 Permit Date: 10/02/2013 Review Date: 10/02/2013 Permit Type: RESIDENTIAL SINGLE FAMILY Review Type: BLD Target Date: 10/08/2013 Scheduled Time: Completed Date: 10/07/2013 Description: Permit can be issued as soon as the engineering issue is addressed with the Shear Walls Review Status: Assigned To: z.Christopher Young Time In: Time Out: Hours: Property Information Parcel#: 01052300000400 BALL GARY D BALL GARY D 1831 COLBY AVE 9328 196TH PL NE EVERETT,WA 98201 Zoning: 910 Undeveloped(Vacant) LandLot: Block: Permit#: 199 Permit Date: 10/02/13 Permit Type: RESIDENTIAL SINGLE FAMILY Project Name: Robinett Applicant Name: Applicant Address: Applicant, City, State, Zip: Contact: Phone: 425-252-2500 Email: Scope of Work: New Single Family Residence Valuation: 225000.00 Square Feet: 1860 Number of Stories: 2 Construction Type: Occupancy Group: ID Code: Permit Issued: 10/08/2013 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 01052300000400 9328 196TH PL NE BALL GARY D 910 Undeveloped (Vacant)Land Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 10/07/2013 R20.SFR/DUPLEX New 2-story residential 10/07/2013 03/27/2014 z.Christopher Young Assigned FINAL Plan Reviews Date Review Type Description Assigned To Review Status 10/02/2013 BLD Permit can be issued as soon as the engineering issue is z Christopher Young addressed with the Shear Walls 10/02/2013 BLD Building Review Fees Fee Description Notes Amount Building Permit Table 4-1 $2,219.58 State Surcharge- 1st DU Residential- 1st Unit $4.50 Building Plan Review Table 4-2 $1,442.73 Mechanical Base Permit Fee $60.00 Mechanical Commercial Permit Table 4-7;Per Unit $205.00 Total $3,931.81 Attached Letters Date Letter Description 10/08/2013 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 10/08/2013 John Robinett Single Family Credit#25868 $3,931.81 Residence Permit Outstanding Balance $0.00 Uploaded Files Date File Name 03/27/2014 9328 196th PL.doc 10/02/2013 LLD 199 Application.pdf yM 'pvOISI ounwn3 SNV�d- LL-LL8 0 6^^p'-13T-3 3113NIa0 Wd LO:b BT02/L2/6 ao�l woo-pj!ngZSuDjd@80d 8909-629-098 i OCji I � I W I I PinqZsueld� <z co Fl [111 RE Fl E � r W w a ❑ ❑ Ell ■ J Q I W ! W_ ❑ ❑ ❑ ❑ ❑ ® Ell ❑ ❑ ❑ ❑ z - 111 ❑ ❑ I I LLJ a ❑ ❑ ■ ■ 1-0 r , LL � i r i i I z .� a w; mw.. M. CID ���. - ,rw�s�. i.P 4r 9 . yi` ry z b� � n; e jae�.9k r' a" TO EE „aa c gq / tom, -�&a i f z ! I I I W /i13 V, c� tc I -Ise u,"31 � �W µ 5n. TV � s CC ; vvv - - � 0 TI C tb"D v=o omnoc�mz E « ZZ Ponrv�omos❑ m 3.aAroMS -i i{7 r�aZ M=r iamwtDo3i.'+.'tQ."'- b ty imE ZO ❑(7 ❑❑r,-I ❑D <h1�,�Psm U1�WN - o rruz=��Ij bdD�< 70x'70 T7�1S p��°�h�o�o 3. Vl AZ r z v) r�l ❑ h0 r ❑ cmi<��DS (nr�❑ =❑O (7Dd oom°n3X. _ N wC3 c: = S�z Dz i7 <r mQ°nYPmmPz� _ ONUI�WIU o .- Zr�TI ZDD= ��� M Z A3WMQ_- 7:5 b rn �7 ��m ADZ a0=5>m , , � D D TI go �� GZl r= a•<E•<3n+°'�,-•�+ Ni--i pZpbd �� i❑ ;atd � tA0 ,n! --F `1 CO (�❑333 tyZ71 �9± 3m0,°_moo OnD m z Ph<oon Qo D (� '0 3" Q O .S rn y 3 �O❑ �Z� Ncmo�Q �T rn �, td �3<hZ:5 LA 3e XOGI ❑ 70 O �/� Z Z rn V1 S td� 0ru m Z�� O p 70mm 700c �£o V) cYnM a r r -9 (--Cl x ", = rn V)c -q V) 0 - IAZ� x4r n0Z�O " O mk:jn-a DZ Z=� � ZW t7 0D z 26 _� � Dr _ 8 -6 9 8 -6 �,z� ��~ w -00 �r tj zDr -+ �CJJIr- Dom70 "ZX CD p- p70 td N = cm� <n� 0�� i O n a o z rI� z,_ zcz n cno ❑_`� O uzi ty71 fTl Dom= fTl r�� (P A A 4 Z 38 F-D od00 o W o p n p d N - LANDINGS / IRC R311,4, �` N - " <N r A Door Widthx36'D MIN N 3 -1 3 Q ry r 7-3/4 MAX DROP x x C = t7W(") Z D 4x10 DF#2 HDR a 4x10 DF#2 HDR o°: t7 6-Ox6-8 SGD -0 d W m 6-Ox5-0 3-1/2x9-1/2 PSG 6-0x4-O ziw - HS HS d U' 24'-9 1/2" 12 m � { � D x � o -� x� FT1 W ri r o G S .Z7 Z Iv 0 NcO w b�a i� ❑ tY i W S.i Y �O LO h�) i\3 i + fir' j ' ] r-r S)Y CL L"Y Q" to m � LYI i) O a \ i X _ � w SLY m ® m 03 ' 'n X I J < C SLY ;,SLY tL try (D iG KYY° t� (D ' C � w O �r - 0 Sig co rn N aN 0 •• SLY Atoc�a �1J :.. m m m Kv 2 3' S'- " -- - IZ �1 Q COY '0 0 C1' � u� =x .. r V " a - 1 , � `. 1 �' m c13 CII aniHiVE[ En ZD 3'-1 1+ M I --! -- 1 l fU No��e i\ HAIAY (�� a N > \r- l- ,N "'d w `" 7Fpz ff MR) t q g 0° zw rn I L!7<, 1 -o c Kn N�- Ln �_n (71 c3 A P 1 (.Tt < > LTI a) P�`Io , L _ 2m�J A �� _ roHSP�HSIQ ( " A ��OAo o¢�� ❑D r D D Z dfcl ❑o❑ II H---r21 € r- zm�� (�� Z r nD D-1=fU a N Z�.fTIzFURNACE —# e � a C X ❑ ❑c� vI z Z Z£r C ��C@1B.AIR RR �' w.., Z� r r (/I• (;j m m"r Z mFOR ALL FUE d Jr 77 D M❑ S TI Z m - oN r aH Z#�u 8x� -1 m3� � __� Dt-td ntd 3 „Z 5-0 p (P 1- pa c�z x ❑ ❑ r❑c I o� QP 9-2xo-� S.G. CONC FILLED N Itv w �0 C C 0 r� I m 3>fTl m AA r SH r- 4- ST AIPE1 -+ c r ❑ (4rnWW0v,i � rj ' C ;--{ WATER HEATER N (P 18'MIN EMBEDMV {=-� ;� �roavzsvm ❑r 1 " fTl fTl�-.❑ -rl r r D N V m<m�vmi^may ty O DZI Om O O v fTl-ID ❑ < DWrZ❑i ;U L1 W W k7 V zAAmmNr^ S r S Z D t:j�I D� O o x FriN "3"vrArpv ❑�7rZ �r T�C�D Z !td c V A COVERED PORCH _= z �, �, r<m C] rv, es o 3 v£ r -{o f ITI,.--., o o c� ty C_ 9 Ama$00AZ r I'l TI D m r O r -9 (A UA o m v a i ce' '-'—I 70 '-' DX = m Z r D m o o A Z FURNACE Z D ❑ -4 z m m N d w m❑ w SEPARATION: 1�/2" GWB WALLS, 0 m� n 70 e tj- Fri 76= o CD e D 5�8" TYPE X' GWB ON �1-71 �d <0zZ„ 0 r- m � m -0 o cDr c`n o o >A r o 0 �- 6'-21 e Q CEILINGS & SUPPORT MEMBERS 70 Te �,��� 70 r vi n es o (� IRC 2009- R302.6, TBL R203.6 Q::A DotiZ 7c _ =I 1 d emu- Z o o fl o A�W v5D mm�A -I�7 C = � Z7 -�Gl� C101 1 101 V a 1 b5 oZ� �� � v, � W D�ed�� ao W .o 0 - T IV y A m H r lid M W C- C M < ❑ lJ �\ Q � Z� X ❑ mc: ❑=rnZ �j 70 n W 1 S tCJ C �7 d- ty W W r� D � � z M�GZI�� 00 00 ey ❑ H M S 70 tj t7 ly- 0 2+ 2+70 L,< C7 ,. . rij bx G7 �D 3 T' D z cn v� r w ` __ I---- ---- -- ------- -- r, v, 7JJ r - � C CD D I L m rni �czi��� i ° z n v� -3 G� 4 C❑NC SLAB W/ m m £ - r DZ m F F7 6x6 WI,4xW,I,4 W,W,M, _ mmLn <~ n t x OVER 2' SAND OVER D c� m £ czn D " .:.. 6 MIL VAPOR BARRIER F- _ 2 -cam o o DX OVER 4" COMPACTED m e m S M .tj <� FREE DRAINING RUCK D r*i z �� N OPTIONAL -(TYP) m W w A v I r D S ro=v� o o m \ ° ° 16'-3" ROUGH-IN m � m m N Cz-I r m n M NT NT 'o 3-1/8X12 GLB i' x m 0 � '- o v� t� C o o z r 1 - ❑ ru I N 16-Ox8-0 SECTIONAL rDOOR N x n r > 70 E 18' - N N p 3 = _ - d o 2 2'-- _ p p Ians2build c\j m - � Ma ' n Plan T� � ' �o � fm 0 BINETTE ? 4 ��!!360-629-6068 ROB@plans2build.com Rob 9/27/2013 4�07 PM R0BINETTE3C-1EL,cdw9 877-71 -PLANS Camano Island, WA C� ,i I � r r j F1 { r a O r Ui m -0 m rn O C7 G I � m O 26 z _ 81_6„ 9, 8, t 1 d '.i N li O - it F7TT ij 3 8' o .x r, 7�11 - 2'-1" 1> 4xl0 DF#2 HDR I o-Ox4-0 HS I 10'-7 1/2" ,I I I i I � Vi o I O m AZ I C7 O v h i a 2,_1„ i F ,c�. t '=v J-4 Wv�cDo� zo rU 3/-4ff h I BATHTUB ( I l HALLWAY 5` o � 3� I I 4 4 U O O z> I nZz Q< 0Z .N1 3 I < At1 C-1C An W 1 I HS/1HSIQ I F ca-�mavi a C7 C>I{7 -j 0 Fri � I i 4x8 DF#2 HDR 4x8 DF#2 HD 0 o 4-Ox4-0 4-Ox4 SH SH i o �a t ---- - �, a �--�- �(D ' ... 22'-- � -ri0 '1D7) INETTE plans2build m J> � � com 360-629-6068 ROB@plans2build.com Rob 9/27/2013 4:07 PM RBBINETTE3C--1EL,dwg 877-71 —PLANS Comano Island, WA dM `punISI ounwbS SNVId- LL-LL8 C 6Mp'�31-353113NIS❑�1 Wd LO:ti C102/LZ/6 qo� woo'plingZsuold(p802j 8909-6 '9-09� I C, 0 wogJsT. Of / uOT* 4ePu -n 0 N pllngzsueId ld k,f ut z (K p a z O O U 0 O — p O U U Q ILJ lJ vo Ul co ZQ �Gj w c_w o � IL wl 0mw d J a z Q w a d z Q LL- \ 0 ri + I Pf)P w -� r l NIW „8 ax �, Lj > � N J Q U J + + ' xK cUCL , x w� + 1 ctl o Q z + - �- LJ \/� N X LJ 0 cu z ++ — Q w. x 7. O f = wiy- Qz 04 W Z W I W „8 l w W "g _ n� in \ W r W I I - r Q Q3HW3 NIW.Bt. N 3 QL F Z (� N z - NIW u 9 +— = 3did ,IS as i ffff -1 W Q Q cD - - tL W > I a 6V,6 N W x 81 � � � Q3llI.i 3NI33 f O ZT `. O I - z (Y L - - � 34 IL -0 AWA I- Z� - - - - - 4m -_t lu «� LLl p^ _ �' JaaW 33VNan� — — — — — — Q (Y m (Y rrl I Z�Q c� x O � d` z cc 4 � cx 3 cv tX > �/ > r-1 In — mQC,) _ o U w z (UU Obi I! U IL > }U,z.,J =a Q O oLQA 1-CJ'5��� �LD LLJ U Z U T 7 odA \ >(U oO(4 (n Zo A-8 :OD (U 1 z --� wW d .z-GCS- !Y� i ,L �n oL)U Z (aU\v� x oa l7 Vi z3 00 p � w , m ~ I� U X U - ( x IL Obi NZ z U X w� Q() z w 6l OL <I U- I m �, - ffl; Q r N 0) +- c� z ff o (Y IL O � V� z WcN p Z - - - - - - - - - - — � Nz w ��z 4 wo ° o �► I it I `�' o fO U tL W= 0 , it ( 1: M I 1 o Q o Ll 0 6 ca z +- O tt r--� X o cn 6l c� U 1 O (L '� p I m or V' 0 `° \ 0 w x \ N z I o X z > � a r2- ` z -- - - .' — F—� - - - - --d - - - - W Ua 4� z �NI103S d33Q m9 x cn m (L a D 0 3QI/M d9T �i31A 1bW DNIJD,,, #06 m z � W 00 a� I � CL L' a3AO (S331 Id 3 N('l 9Xb) SiSEd � o Q cn i I LD N 8#3Q ,t7x.b �(d/ H El ?#dH .8Xa'p cn - Oj t -1 / X � _ � T I z • cSJ r f C I r i c"I NiLLJ CD o o � I I Y J N1W I DL j2c IIILL co , _ z 0 } u u_ o ,'N cfJ Q_ N QLd z 11W „Z l 17, 0 U X z fQ N 00E m d ,a CL 4 ` � I w>- w U Q F- N ILW �_ iClu @ � ~� d �acN- Z 0 0 _ ci LL-i (YoU ED N to v w� m ,� xo � �U U . .,W 8 l / LL I ''f-!/J I �) W ?J3Id SNOS ZIx8IX8i WS d#dH id OTxb L J 9- 8 a3AO 8#dH id #xt oli w k 6LL U s _ c11� Z (Ci} w W / QC w �o Q a U F z � U n, Q o Y o '- LL ` no m n a D �m = m a_ W U W Z N z-, O Ld CD W 1-w Q --+Y I- N L > m Q Q w LL z A w q U cu U f-- U = O I— 1— x c� "' L Q _ cur o� v � � �� 3a �, W W nw NIW „8l O Q w r�� U � ( Li uY �n' o ��� � r � R� � z � w� NIW „9 0 ¢uw � o � �• m ° (U- X- z - _ � v, w 11�1 � 3 � E--1 �, X ��j � � � aUa � a� � JoW �J= �w`' X� to x f-y W �LJ Q Q x v Q z o CD I� z w W _ Q W '� p o 0 (K Ja Y w ° QU a'�o wp v J N O z �W � z � — Z W } �4 O Q a- u F- o DZ o �Ld w= rL w n J IL z 0 Z (k � Q (-A 3 4 (L O Z N U �� � o Qut� Quo JV) ¢ w �d _� (Y@ .a � 01 _ m 0 N w x x x z Nz Jai w¢z UUw 4 � x U � ''-�n � q Q 0 @ O Q 4 cuo N � J� �� x o0 + m (L 61 cp Q'i 4 as w z �- 30 (Lm =x QQ +- �q - N m �+ K. �� m W W U(k u W Q 3?Jfll❑fl�IlS d0 3NI3 u N W = (L > (V — Nr :} — V } ( In w `' Y \ � -U L C) c dM 'punlsI Ounwn3 SNV-ld— LL-LL8 Hd LO:b BT02/L2/6 Go?j ,--T -T N 1 0 uaoo'PlingZsunld@802d 8909-6Z9-Q98 ✓ F-- t f WOD ' U �eld 4siora d Q L f 1 ! nqZsueld s r y c:3 3 U C y 0 u1 w z 0 -i a d IL L1 O � �7 W. o OLJ IT v I o � Y � J Oz U1 0 C LO v- Y W _Y_.tp (1) w I I 0 DISHWSH —Lill 4-1---_ - ---------:I Elm Cu o - I zz O O I CD I r, �o 1f} t ) SiSIOP N33 8 YO 8 CMOSCu I I I £ i IX L A £ > u L L C) UI L- c � � - 0 a 5 Y. O a 5 U C) O U to _� d Cl- ru Ln a Ln a cn � -Q and Qs \lid �o d 0 s m aQ E L d S ` _ UI 'N -3 Ui O -� d r, -'; sl/ a O d S +' d a a m + a-}' + £ Ln l�n Uri d £ U a £ d m , 5 LA a o Ul £u 0-5 U) Q ��- U, a � > ax a a ' aa+� a3 Lod ° a 0 o E 3 S L o O a Ln Gj o o a0� Q)a f °.6 a a £ U, o > U a Ld U I a) U _� E O �� 0)Ut a O N 0 d C7 Q 4' N 0) 01 Q O d Q L U a +' a*t Y U (r} U \ U) d E s S O t 0 S a a a p+' -Y O 3 d >L� o M S �N O 3-4S o a{°, O U� 3S2 �� l5l) a �J Q U dJ4 3 + U a d d� ap Co £ O)a a L U �j \ 7 o Cl) D) o d a m +, 3 a O C L 0)U) O = h -r \ --- ----- -- - ---- \ \ Ln o 0) Q - � N a - 0 --------- -- - - ---- \ \ Q) LO a�� 3 L O c5 4' Ln O UI Ln L U 0, Y+> 0) a__ Ut a 0 L� L a+' a u a-3+, +, E E� a 5 _a a -_ F JQ' a 0 z� E 5 L u -5 5 d Q ~ J 5-5 _ o a 3 >,+ d +' L- _£ d d UI a N L E �D +' Uj O £ L U d 3 d d U) a r £ ¢ I \ \^ > a ti O N d +, o C d a a a� a U Q) a 4 d u~= d u o 3 Ln O L + d a d a L £ 3 E E E a o J d E 5 d d O U Ln 7 O+' 2 I ash, > or, ad o o u..Q > Q o a d a 0 Q 2, s 1 a4 M L 5-Q Q £ 3 E d-x o f - \. +, d a) L+'o d C Ut 1 ° 3� SZ o d O O d o "D -t-' Ln a 3 M L 1 d L L £ 3 L a s dS - N 3 5^A � 3 � a a d d u C-U(�4 L �0 LJ d+S U ' r 0)£�M £ ° L > > 3 d d X a d a L C d M a + £ a0 a U 0 0 °S2 U > � £ dN d � U m� � O C: _Q � d U d 0)(4- �o � UI" Z_°Z d a >,o 3 +' U) a 5 L 0) a 3 a (D O + I \ x O �� E l E L O an d +.,�- a E+' a > f E O E x + L € d--z c5 4 a a d E a L-Y Q S - U a £ d E _> L O S S2 Ln E 4' V -i S +' u S a m an d d L o L a L (i a U U ( \ \ W ° °41 o X N a u +' a S U a Ln a C 4- U 5 4- a a N a + I r -P L a +' L �d +' d -C d S2 W £ ° LA ° 33: -C 4r 7 � u S +' L 5 -4 co _c , ds E ° C, 2: o) o)Q d -Q i �� °o� o= v M. d N_Q a co S_ O)a L +' d a -C L S 5 +> N a o 0 a-6 r - �_Q + I \ � tD 3 _d U.--� 0 5 a 0 a > Ul -� O U +� L E o_0 a U CS d E V€ L \ E UI E °)CU E w LO 4 E > E S N u`� LA � Ln O- W L L_ads Ul�-. __ a + ¢ \ o - 5 > d >,S U d o -P In a L L a a a L"0 L U, E-a d Q E S CR III \ _H £ U +' a d S a+' S S `- L VI _O £ E U)+ F- m O)d L N 3 _O L d x d I \\\\ \ u O O 0)_Q +' £ 4 u O a 5 a+ ° U) L > £= a L o+' Ln a S a 4 0 L LD d LL� �-C a 0 a E u d� o z C a L N d �� LL S W X S C-5 U d £__� *, (n75 LO �U LAU1 O aW 8Z/ Q� a i-+ u- °� U W+,3 E >�a C d N L 02 U) o +' +' S u d 4-= U Z d :5 L cly (y) a\ d d Lj dip E r` apj ao O .- X W+'4- 5 UM i L 3- 0) O auO\_L €� - _C.- 34- .6 - a- Ut _ Z_ EW4-W a (U0WS2 d(U d d(U 3 d4- UIW(`' E i tL a 4 d E C 75 a d T , L £ O a d u r 0 A N bi 3 > O o5 a d L -P L 8� — _ a C:) UI a +'J a m 4 > a N -C a U) a L a L 4 L (� J E N 3 z__ d L 3 a S i d - L U) r In S a +' > E S ° N + CJ¢_) j 3 O 5 Q�j 0 M d O a Ln U 4- Ln a O 75 0)O - O S 4 a Y ° Z N d i > +' N u L ° u °' d U "_U d °O +' a L o L O a o 0 +, d 5 - 1 0 00+' O E S 3 d E � O 4- O U a E ul(� O+' Ln o U 4 � O+ E dE � 52+ 4- E d SaV alb aq' a d o O 5 S d U d O £ d o S \ a} a L O a +' E 3 a > d a O ° o +' d d O S - - LA u £� L -5 d 01 a d E a U d i +a a-S� U 0) �+, 3 a S L a s S2 E W T t U) o 00 -C 0� a In i s a 0) L ° C o Ln F- c ° d iT 3 E \ Ut 4 0 +- +' 0+ L L a +' a 5 ° + o ¢ a E LD 0 a M d E L _Ln_O _ u u o a U > D_ a L ti U d L L a +, > � a O O�+ 3 p L`6 :p � � 0 L � L a 11 0) d Ut (U d+' O J o L 75 u O a C5 > a ,n 5 d > 0 �D LL Pa CD CV O a , d Ut a a l = 5 L a' �� + U > U U p L (� a V)= +' -H d o-N Q 4- Ln 0 D d +, Cl) £ O d a +' C � a a - L a u - > aW �(°� J d L� ° °+ a 4- 0 3 z 1n > d aU u °�+ o o ) � A o d L a - d +' £a'_Q Ln a L a d o-- E L U Ol U W, a L a d E - 3 a s S a L L . U i' L L a ° z E J + {' J o s O)L U) 0)E N O a s Ln d £ N O d\4 O U d a U (/)J_Q E O +, C5 In - +' 75 7 Ln } a +' L Ln O ++ a > _ a 3 J 3 U) _ £i CQ3 a L L L S d 0 5 u QO O N d L H S u ,=tt. a W o O >, a a m 5 L g d d a d u u L L d S 4 -- d UtCT „c LA coW� d - . o E a 0, d a w 54 a U) QS_ a V) p aj E p�j a L N 0 U C=U) u 0 E Z U O I L d o °C � L +' E o J L� 00 E L a 5+' - a d 3 +' d d 0i - S_ C5 4- L d O U) M E L L Q + 4 J o 0 N O U Qai E 1n S O +' L >, a E N b £ Cj)O a x 5 ,n a s to w.a Cal d _L Ln o S L Ut d N L O S £ 5 3 L O a+, (/j J a Pa E +' a L O o 3+ 3 0 = - L a o (LJ-- L L u .0 A o �--� !n O UI a+, U d o O c5 L a L+' Ni £ u d d ,t ¢ MU O(� U U) M L+ _z L O¢+ d L _Q X 3a = a- In a s > r - LnA(U� Ln D)a4- a U dQ+'= U ° ¢� Rl O W E ¢O(j Ln 3 L ¢ o d PC L a � O Ln I o E� o � �+ � + � �,.-, +CC) �11J a �(�� a 0 a d W - AO LLO L a,0)CD Ln L(Y) a0 aN QM4 �D �a E M a�S{� a uM 3 0) dM��+ � q F- W EN a s � aq U)0 a0 � 0 � 5 � L 4 4 _�+ UA A U Ln 3+' X d ` C d.: s C 4 E d E L 4 �_+ E O 3 ai L C) Q+ E 0) L In d O O A F- O a s p Ut Pa+ O ° o a 0 O O E 5 L-N Z O d a O to ° S+' L r O J J w 4 L Ln Z U S a u d 3 3 U d U S U a U d O U U a� u 0 v NC 0,U+' O L� O J U a a+' u a N L7 p a a a a E a (� > 0 U -C V) L d� d U+' as ad CO+' L� Q��� E� -S M a G a Li W OJO� SZS a L da O _ O _ L a _ C-P N L L O Ut a a a d L U A 3 (Y L� (/) U d W U)N £a� U M E �t d In E �D E 3 U I� 0- Et0��. E O - d.N, d d u E n� dM -`puolsj ounWnO SNV- d- LL-LL8 6Mp'-13Z-3C3113NIS[M Wd L0:-b C102/L2/6 qo� uaoo*,,in,Z6uoI1080�1 8909-629-09S ca WOD 400 �1 _ �pIingzsueldNVgd v f z J _ Li - Q - U > L,J ~ N W r � CL a o (D (0 W W I �Q a w w Z W s - o �\.D < I LLJ (n � o � 0 -� A z z CU 9 03 Q 3 I E Pa C Et Q LD LD LJ W �__ d ll '0'❑ bZ _ _ dal o bZ SS Ali ld-1 QON3-3acJ HSlId 21/9 rW- SS 1 ld� Q9N3 3did H lId ZT/ _ J J c p En. O x x —1 A A co o� — v� cv W o o — I DISHWSH (U � n/ m Z (n A O r 1L LU U >-� v d w QAJ > �UJ� z LLJ CE = a Q o a In Q� Q 0cd CX) LAJ oQo � Qo L _mo� �0 C) o xJU �pD 0- � -� �� z w � Q FT o Hn1H1dH C � � of �� �x�' � �------- I I Q c Lj ! UEj w �� pa > J Z� �x mu", > O Q U = cu NW W¢ _ (U W -- Z Z Pa LL I—i 0 z �W I Q LJ i0 (/7 W 7 W W� =Q p W a - C U O 11 XUX -1 I� CU Q (� [ del S'G „V2 �W- � ca � 0 0 „tZ 1S10(-I -3a10Sb0- 09-IMdw Q9 -ad m N > za Qcu Z Li w Qo M z I-I Q ! I } U orT- fy_ 00 Lix I I p k LL 0 z I IF z cn z w zY gQ I �= a N� 0006 Q Z W W OA O CL \ U > =Z Q .W- Q Z A ft1 [LA 2 L� 2 a_m LD gW w ID J Q ~ X(/j oc� m x Q _ 3 o v 88 Z A w A a > > Pa Z 0 U Q W ~ l.D R1 W U x Q A a I— w \ �� > Q D OD xx dJ l 'S'3 ,bd nu cu S null ld-13 Q3N3-3?Jd HSlId 21/t m o0 (7 M 98 OL Z CL CL� W ^t X �t U M�--� N CZ � � QC) � �. �� Z W. o Q N VAN 'N OZ J NIT*dV W � f-,4 N0110CINISNOD 11HANOd *V*9 Q c U) o cn o ouj `2uuaaut2uH lotus?f £I OZ 13 p _I N Q ' z Q z • z LLJ p = Q mq � � Q �IL •q � � � _ _ IL (L q N Ncn � < Q N � �ZgZ w co� ZO IL Q } qq � vluuolu Lout � z + U (Y -t p J) � 4iu0 = � } Q E caD (j) 0 , _ W E mzm z z W � :3 Q tY W V i 3 d z O O 0 ry Q 0 }- gZpZ p= � � LL wU- � � z d) — W LU Jgq�t Q WggF z �D (Y � 4 (Y _ � � ZO � (L � N LLI UlNU) LU LLI= cn q +- z ^ + ID LU t i •I- oop Z fl`IIY J zz Q q � SOU ry ILO � zwO m o Q oq Q � q o W OLL 1 � Z z CO w q (L ff u w a W a .q q0 z �LuLL lu jug_ -'° ry = u ( � � z q q � ut6Np � IKu q q ly i � w (f) c z IL �z zLuz (az Lu — z = dw � � � ltiul � Qgz-0 = 0OLO �' z d D Z 11 I 0 r -4 Ara � rrn p (Dl = N rn r r 0 -0 0 �' D w x 70 0 m A (' (11 OrCP (PI>. OrcnN �. 0 (p -4D x � 3 �' z UJ b 7U D� _ = w xI D = = w ,,, _ m (!� -U m m cry --a m m c3* 3 m m r 11I N _ r r w m (1 � DD 0 pDD �'� cn Dm m a O -+ 6� �, Om -47Uu Om � �l � � �'� ( 1> U3 £J D 70 �' _ _ - � 3 � zA 317z ,� 0 > r� E03 (A _ n A DZ Cn Oz � zrO Oz � zrO = x � mmm m 7> Z � 30 > m rnm� O m p OJ UJ CJ xl mO mm mO mm � � 13 r- _ z N P im -Ti < D70 m _ _ �, m r r- C7Qm ti t7 O (1 Z t7 0 Q �, z Z Om Obm 0 3Z M rn 0 zrn (n M . Unm QQ QQ _ ,� m � zz rp m 7� om � m z ]> � � � � Om - -fl D 7U p r- rtr-1 j N m 7U Cl r - C � N N m < �L N -0 m 0 n mz Q 3 )OD (J) mQ z Q pDD -(1Q = fU m Sl p 8 -U r r z z CD m A _ c, (l � =xl b 3� �rn D � � -zi O QA Db „ � m � 0) W QD O z,r m -1 -0 z 0 0mm (J' Ir 70 z 0 3mm70 � -1 )u rr -+ < ?Fo � N m Q Q Q � - _ Q b� N 3U 4M c� Ql7 �rr -1 D > � �' _ OCJ � N3 m -► 3 O v >_� zUl -� 30 = Dm r �` -' mm r r - 0 o m 3m r-u1 _ D UJ Z� F 0 0 � pzZ-?Q r o 0 � O =mz r rZ (� D J> u � 1> 03 D �l O N N N n� p ?lzD � rn o D� brD_ -(J cn � N 0 i 0 " 0 -1 0 � m N cn UJ r r r UJ m - U, r m 0 z _� p -1 xl � r 3pr- Z 7U r � Lzz Xt 7S - c -40 7K � - m mm m3 O 0 G) Q Q Z Z bZl m 0 D m O z b U 2u 0 Z -r- jT( (P U) z z70m z r � � �D �, p 0 D Z� % m 0OD70 m zm �Dm _ - Z �' b` �,lrn 70 rr- ! 3 1> D 0 � Nm u - i m rn [p 0A Nz = z m z Z d r w Z � cA x1 D (' r (pDr 0 N z N N O 0 0 to p D Q 0 n_ Xu r F r 7r -il D m (1 -4r O zm -f1rZ 0 N r -' N n w Am b` � m r -U0 m z ' _ r a' N _o m z M m 1> X z Z I> x _ � � Drnm � x O O O �— — z z m F z m 0 m vt Ut r d m Np ll1N Dm r D r m 70 z = r N � -z+ �_ _ z rn Z mD D0 = � � � cn --4 3= rr- -+ b z �!' z mr omm � Z CDUlz ►4 ►� N � M -+ m - m �JD morn -+ Orm Dr- � p O r �' � z z 7n N Z I,l 7t1 Gl m x r- r D � rmb = O m (p3 O 0 zrr- m �DZ N rn � rn = 3 m 0 O b � p iUl 0 > Ul t�tt _ - r 7pCz b0 z N W � O 70 rn rn on cfl O3 —t b` (#T W N N (� • • • • • O 0 11 O m m U' „ z3 „ O � rtr u' 3 30 33 z � D -0 -0rb 0 Zz �J 7-- 3 O7 z = z -U -ur bp0 0Arn CD Z C7r nn m JO � m � � N - 0 DbO 7u = D --1D r > M D cnr- ter- d Cl 3 77000 -4 -+ z D � Zz r � z � >= mr- 0 mar C) C70 mr aJ Az 3mr � Jb u' A10 uj 33m 00 Op _ z � -+ m Clr � -� = D wCA z U G� m mo O � -43z cn z 3 mrrr 3z 0 cnU _ Z -4Z mx3 � z prz CJ � r 7rr Z (Az <_ cnm �' ODX( --4 m _ p „ � b (1) < b rnCl � �lrtr -0ti laze -u -* D r103 _ � � D �1 m DD (pD D 0 OD p � X � � m �, m � 3 z � -, Cz1 � C7 ter � C7X -t> crt � bcnO m7u 1- �' x1n0U3 (� 0 m O Dz On X �' m rnzl7 n mm rn rz0 DN - U -tn 70 �, �' Dr -+ Ilmm xC) AmD z D rrt srt D 0 m z zr (� bN r- o' � -tt m cn U� c zD � z z z n �, ?UU -gip z - rn m0 a; Cl �, z � m Dmz 14 m � �) O •� m3 -4 (n r cn 70 O fi �, XJ z D cn z ],. m m O m U D. m U3 �' rrm 3 F1: -� 7pn � zNm r- � mD < � m Or win � b � 1' z �- Q' = M --� r mZ mrU zl7 mm rn0 Dcncn r- n b m 7t1 � 70 oz (' U3 r - 3 z X CJ � n N E z3 rr - z 7u z � � D z � w N = m -+ � �, 00 � � 7{I rr U 0 D � -4 3 r D -+ pI r < z rp 0 --+ 0 - C� < � U -E 1> 0 rrp zr 0 0 n -F D r 3r O cn zr -4Drn Dm LUG mz D � rm mu' OMM m r D I> < � rn d �, � XJXI z O m zr )tr Nn -+ z � -, mU' �1 �1 r= c� � -Um -' Oz0 �1 D � pin C O D --F � m p -4 prcn (pU3 cnr rn0 a �' zZ Qir- m0 nbr W rn �' err- bX n � Um � - � � rn m0 �, 3 rncr r D p u� -5 cP -+ (z3 n r U xJ UJ m D E = E 0 D n x z _� D 17 r �,, m � � Dr - O -D � D � bm 0m r - Cl N � 0 DJmA C170 -4 C) D N = -+ � 7um W =-� nmu' d �, (lD �' U) � � � � -� m0 zb OZ zm � F(P r70 :K n _UO -n U3 mar- � �' = UD -T_ r -� mm � � �' � O m _ 3 D n3r 7Um �J000 C pz pal - CJm u' � rcn 3 0 m3 O m � rn mD m0 r TK)z _ UJD N � � N mr z (P 3 � 3 n0 � 3 � cz �lr n � rm Q Dti m D N < 3 < Clm cn -( 7p mij mN � D7n m m � C73 -u Oz D Uz0 z0 _ z � N 70 � �rD ' to 00 n cn rnz2m g -u �' m mC7 C1rm 3 �, r- D (P r r n -+ < z z a' zt7 Obi � D -F � n � ACl � CJI �-- � N X = J' bm N 41- Q1 � O � � r zp � T zm m (, 1,Z Q rit) OC1 pv` -z -( z z � nD rnz7n r m Oz E < rn ;r rn Dr O � 0 ,Q D nC7mE ClU trtz 70 � n ip N m z � 0 < 4N- < D C ^' (J) i Zz m � � Xlr m -0 U3 zD-+ zD OD Dn C7X1 7C Er � Cp � < mmD r -� _ rn _� Or mr N - mr x � 0, DD (P Dpr r Cl bUm AD � Q �-<-< '- zm ZO Q3 rn � �' 70p0 � � L? N l7Z UII � � - (p mm zm 0M � � � �'zu 3 � � m Uz M < pU, m CU r < 0z Cl p �, tp mN rz -� m m O elm 0m m t7 M zO DD um Xlm m m Do -+ m X rnOm � r � z rn �[Jb NUJ �l � � 0 rn cn -4 -+ �1 (P (n n � D G) z cn D z D � U 0r �3 ' O �' z z � - Off' cn p z 0 (p - 2u nt z E 3 nm � r{it Ur, rn� � OA zm crmn O� Ut OXN3D UAL N �' � � � � Drat -{ rz- z mz0 � (P m ], N „ D I: � p ti N G� Umm -� CJz -+ E Zoo D3 � D Till � -} O -+ X rnD7U rr- m , m �,, m p -+ r �l �, O �z 3 � mp . rz m � �, mz m Or= 0 � 70 z "' m 70 U -0 0 X z + m DrD -ON D r xl r r _ r m nm - 3 � O � z � mm N � O � -0 E OXJ Nm � rz X p 70 DO z � � --+ U iJJ mrn0 -(l �, tJ m zz _ O 0 E � CICI � D 3 z � rXJ -+ 3 rlrr -< �, 7U �, O x � m (, � rn w � � p m � C 20 C1C7 rn h, rn- ^> z Nrn � � -0 � z rr (p )o 7n 0z >- z m C7 bm Xlzm z0 m -+ � 0 � z w m' r 70 rw � � � � Z r d r � mnA G) -+ cn X � z ,- mE C1 D O m � UJmD rn mm zn -t mw UON nm -+ m � D nm -o � 3 � < U O m Cp _ O �I D D r , �' w =+ m LJ3 m C- f rrZ 9 z N 0 zz 070 n_ D � � - w z z � D-f zD -+ 3 �' 0 zr nn z OOD Qp 11 QO 3 - m D CJ � Nam Z D p � m Dm X - AO � -0 < z �' ' �' � zQ n z r m E r7U -+ � mz E x UJ m -nm 3 Ou' z (l -4 n D D DJ r m m r E m n j C) b -� { lrr --+ Gl 0 7 � Qm mD -u E D U3rn r --+ ttr � _ 70mm �' L� m rrZ -+ p � 2u Cl 3 m ul a x m r r" z Or z ITT -` D = m = rn D 1j - n _ pp m z ?U p � O C7OD z 3 3 mO �, 0 Um � 7Cr 0 Z l7 m � Um m # O mU 3 0 Z • r © 2013 Jarnot Engineering, Inc. z G.A. CONSTRUSTION �, O N ARLINGTON, WA a o _ ~L � � rn N -� G. Cn r cn STRUCTUR- AL NOTES w N r