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2006, 10-30 Permit App: 06003887 GreenhouseProj:t Number: 06003887 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 10/30/2006 Page 1 of 2 Project Information: Permit Use: REPLACE GREENHOUSE WALL AND ROOM Setbacks: Front Left: Right: Rear: Site Information: Plat Key: 000000 Name: Range Contact: NORTHERN LIGHTS SUNROOM CREA Address: 6211 S MEADOWLANE RD C - S - Z: SPOKANE, WA 99224 Phone: (509) 747-1110 Group Name: Project Name: District: F Parcel Number: 45255.0315 Block: SiteAddress: 2306 S CARNINE CT Location:: CSV Zoning: UR -3.5 Water District: Urban Residential 3.5 Area: 1,925.00 Acres Nbr of Bldgs: 2 Review Information: Review Lot: Owner: Name: Address: GILLIS, JOHN 2306 S CARNINE CT VERADALE, WA 99037 Hold: ❑ Width: 165 Depth: 145 Right Of Way (ft): 0 Nbr of Dwellings: 1 • Flood Plain Released By: Building Plan Review Permits: Originally Released: 9/28/2006 By: amblake Released By: Operator: AMB Originally Released: 10/30/2006 By: TMELBOU Printed By: AMB Print Date: 10/30/2006 ProAct Number: 06003887 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 10/30/2006 Page 2 of 2 Building Permit Contractor: NORTHERN LIGHTS SUNROOM Firm: NORTHERN LIGHTS SUNROOM Address: S. 3803 LATAWAH SPOKANE, WA 99203 Phone: (509) 747-1110 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sp Ft Valuation 1&2 FAMILY R-3 VB replace wall 0 $16,000.00 0 $16,000.00 & roof Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Notes: Payment Summary: Permit Type Building Permit Totals: 0 $16,000.00 0 $16,000.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Fee Amount Invoice Amount $336.06 $336.06 Fee Amount $265.25 $66.31 $4.50 Amount Paid $0.00 $336.06 Amount Owing $336.06 $336.06 $336.06 $0.00 $336.06 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: AMB Printed By: AMB Print Date: 10/30/2006 • Proj act Number: 06003887 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 9/28/2006 Page 1 of 2 Project Information: r s,a.,rkWV,.w» . T ,.. s -t .rs',:< J r,. 2v,x:e g14,,4P' ,a, at x. xt.. rAimwe; stt,. ,IY*m w Permit Use: REPLACE GREENHOUSE WALL AND ROOM Setbacks: Front Left: Right: Rear: Site Information: Plat Key: 000000 Name: Range Contact: NORTHERN LIGHTS SUNROOM CREA Address: 6211 S MEADOWLANE RD C - S - Z: SPOKANE, WA 99224 Phone: (509) 747-1110 Group Name: Project Name: District: F Parcel Number: 45255.0315 Block: SiteAddress: 2306 S CARNINE CT Location:: CSV Zoning: UR -3.5 Urban Residential 3.5 Water District: Area: 1,925.00 Acres Lot: Owner: Name: GILLIS, JOHN Address: 2306 S CARNINE CT VERADALE, WA 99037 Hold: ❑ Width: 165 Depth: 145 Right Of Way (ft): 0 Nbr of Bldgs: 2 Nbr of Dwellings: 1 Review Information: Review Flood Plain Building Plan Revie Ori ' a ly -eased: 9/28/2006 By: amblake Released By: Permits: v.,a Building Permit Contractor: NORTHERN LIGHTS SUNROOM Firm: NORTHERN LIGHTS SUNROOM Address: S. 3803 LATAWAH Phone: (509) 747-1110 SPOKANE, WA 99203 Operator: AMB Printed By: AMB Print Date: 9/28/2006 Permit Center ►�. s1lle 11707 E Sprague Ave, Suite 106- < ���jeSpokane Valley, WA 99206 I I-)�' I� ji �y (509)688-0036 FAX: (509)6$$-903 Community Development www.spokanevallev.or Residential Construction Permit Application `(PERMIT NUMBER: a '1 \P>RMIT FEE: New Construction Accessory Bldg . riddition/Remodel n Deck Other: SITE ADDRESS°(42 �s(N 3 ASSESSORS PARCEL NO: Lf `✓" 5 IS LEGAL DESCRIPTION: Building Owner: Name: .4/0r4-.5,-,\ L, s-1. S.,'ra6- rem -1-,6-,) L. LC: Name: D--,-,i.i,, G; ti.. ) City: se.,.., rcy„re_ State:L.10_ Ztp.gc,222,1 Address: S . 230(. car-,.., ;€ _.. Contra for Lic No: Date: :�dtlrz� s�E �'�.� City: SfJt<w> �f it State: LiZip:cj�o3q .� I E�tVIOUS SLfRFACE AREA: A/4- Phone: Fax: (s0i) 42 -s`12 FINISHED BASE T SQ. FTG: 4/ 71- Contact Person Name:exick t - Phone: (SIX) 14-2 - t t tb,/e.t1. clef" ---716.6> Describe the scope of work in detail: • Contractor: Name: .4/0r4-.5,-,\ L, s-1. S.,'ra6- rem -1-,6-,) L. LC: Address: ..Z\ 1 so .4,tt:..� iciA. eRci City: se.,.., rcy„re_ State:L.10_ Ztp.gc,222,1 Phone: a Fax: �b -777— Iel0 �`�'?L?-11tG Contra for Lic No: Date: :�dtlrz� s�E �'�.� City Business Lic. No: Cost of Project: $ /. R?pI4t it 1 le/1 rot:, Q. ******* *****he following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: it ` ` DIMENSIONS: /2.),/e, # OF STORIES: TOTAL HABITABLE SPACE: A i.42 sr �� MAIN FLOOR TO SQ. 2Nu FLOOR SQ. FTG: 'L UNFIN BASE NT SQ. FTG: • y I E�tVIOUS SLfRFACE AREA: A/4- F t ci: 74._ FINISHED BASE T SQ. FTG: 4/ 71- GARAG S/ FTG: DECK/COV. P O SQ. FTG: 30% SLOPES ON PROPERTY: AIA # OF BEDROOMS' CONSTRUCTION TYPE: HEAT SOUR E: SEWER PTIC? The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additioni).irfT'rmation may be required to be submitted, and subsequently approved before this application can bei Signatui Method of Pay : D Cash Bankcard #: Authorized Signature: REVISED 8/25/2005 ❑ Check ❑ Mastercard Expires: Date ❑ VISA VIN#: J' 04 � 9 r' Go't 10 1 9r _R fir♦ A -- \Y "II 11811111111111"IIMIri �o�.v► 1---wi 01 t'°) 4„.Thl-s- ,,Avr4Nn 4., .aill...Um !Lpoi Liiii""4°"" i Al"� v. L.; ` 00017‘t 2.44 4=,,,z+:�'S 5./014 G(a-larva e e sm 10/25/2006 14:39 15093264273 CANENG CANENG PAGE 02 Gillis Residence S. 2306 Carnine Spokane Valley, WA 99037 Structural Calculations October 25, 2006 STRUCTURAL CONSULTING CRAIG A. NIELSEN 1108 W. FAIRVIEW SPOKANE, WA 99205 OCT -25-2006 WED 02:20PM ID:Northern Li9hts Sunroom Creations PAGE:2 10/25/2006 LOCATION: 4:39 15093264273 CANENG GILDS RESIDENCE 32306 CARNINE SPOKANE VALLEY, WA 99037 (MFR.. LINDAL PATIOROOMS) (CONTRACTOR NORTHEN LIGHTS SUNRQQM CORP.) DESIGN SPECIFICATIONS: CODE: 2003 INTERNATIONAL BUILDING CODE GROUND SNOW LOAD 58 PSF FLOOR LIVE LOAD 40 PSF WIND SPEED 90 MPH EXP. C SEISMIC DESIGN CATAGORY 0 NOTE; DUE TOO LIGHT INFANT OF $IJNROOM (DL'.7 PSF), WIND WILL CONTROL LATERAL DESIGN LOADS: LATERAL: WIND ANALYSIS (2003 !BC T609.2) MEAN ROOF HT. 10 FT LEAST 110R. DIM 5 Fr ROOF SLOPE 4:12 EXPOSURE FACTOR I (WINO= 1.23 1/P1..IFT; EDGE STRIP FT. (A): PAGE 03 4.00 (40%MEAN ROOF HT.) 0.50 (10% LEAST HOR. DIM.) 050 3.00 (NOT < 4%LEAST HOR. DIM. OR 3 FT) 3.00 FT (EDGE STRIP) END ZONE (A=29): 6.00 FT 2003 IBC TABLE 1609.6.2.1: HORIZONTAL WIND LOADS END ZONE A 21.9 PSF END ZONE 13 -6.9 PSF ZONE E -18.9 PSF ZONE F -13.2 PSF NOTE: ALL FRAMING MEMBER DESIGNED FOR END ZONE LOADING ONLY (CONSERVATIVE) VERTICAL: ROOF DEAD LOAD' ROOF SNOW LOAD= EXIST, ROOF/FLOOR DEAD LOAD MST. FLOOR LIVE L.OAC 10 PSF 40 PSF 10 PSF 40 PSF NOTE: WALL ENCLOSURE IS TO REPLACE EXISTING WALL ENCLOSURE. THUS, EXISTING FRAMING IS TO SUPPORT VERTICAL WALL FRAMING AS DONE PRJOR TO REPLACEMENT. OCT -25-2006 WED 02:20PM ID:Northern Lights Sunroom Creations PAGE:3 10/25/2006 14:39 15093264273 ' --kil,%7513(107:74--" Ueer: KW -06082Z Ver 1 -Des -2403 01983-200 ENERC.ALC Engineering Sof'e Desc CANENG Tin.: T56X3X3/18 Da9nr Description : Scapa : General Timber Beam 'on EXTERIOR WALL VERTICAL FRAMING R WIDTH=3.1 PAGE 04 Job Date: 2:19PM, 25 OCT 06 Page 1 .clow-,catoinavonts General Information Member Type Load Dur. Factor Beam End Fixity 4x4 Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base 141-owables areuserdefineri FuJI Length Uniform Loads Center Left Cantilever ROM Cantilever DL DL DL 3.500 in 3.500 in Sawn 1.330 Pin -Pin Left Cantilever Right Cantilever Western Cedars, Fb Base Allow Fv Allow Fc Allow E ft Lu It Lu ft Lu Select structural 1,000,0 psi 155.0 pal 425.0 psi 1,100.0 ks1 3.00 ft 0.00 ft 0.00 ft LL LI Span r= 9.90ft, Beam Width •-• 3.500In x Depth ±' 3.51n, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max Left Support Max 0 Right Supped Max. M allow fb 1,403.11 psi Fb 1,995 00 psi De tio Center Span. - Deflection ...Location ...Length/Den Camber ( using 1.6 " Center Left 0 Right 0.703 : 1 0.8 k-tt 1.2 k -ft at 4.950 ft at 0.000 ft 0.84 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 1.19 fv Fv Stress Cates d 41.34 psi 205.15 psi 0,000 in 9.900 ft 0.0 D.L. Dell) 0.000 in 0.000 in 0.000 in Sending Analysis Ck 23.323 CI 1.500 0 Center 42 Left Support a Right Support Shear Analysis Design Shear Area Required Fv: Allowabie Bearing § Supporta Max Left Reaction Max. Right Reaction Le Rb 5.733 ft 4.434 MAgsBornent 0.84 k -ft 0.00 k -1t 0.00 k -ft Left Support 0.51 k 2.456 in2 206.15 psi 0.34 k 0.34 k T tit Maximum Shear * 1.5 Allowable Shear. Reactions... Left DL Right 01 -1.072 in 4.950 ft 110.87 Sxx cI Beam Design OK 0.5 k 2.5 k 0 Left 0.34 k 0 Right 0.34 k Camber: Left 0.000 in a Center 0.000 in 0 Right 0.000in 0.00 k 0.00 k Cantilever... Deflection ...Length/Dell Right Cantilever... Deflection _Length/Deft Max 0.34k Max 0.34 k 7,146 in3 337.590 Sxx Reqd 5.03 in3 0.00 in3 0.00 in3 Right Support 0.51 k 2.456 in2 206.15 psi 0.000 in 0.0 0.000 in 0.0 Area 12.250 in2 Allowable fb 1,995.00 psi 1,995.00 pal 1,995.00 psi Bearing Length Req'd 0.227 in Bearing Length Req'd 0.227 in OCT -25-2006 WED 02:20PM ID:Northern Lights Sunroom Creations 0. 0.0 0.000 in 0.0 PAGE:4 0/25/2005 14:39 15093264273 • Tkii;7601274- user: ov-osoe822,1* 5.8.0, i-Dtc-2003 General Timber Beam 0,1983-2003 ENERCALC Eraneering 80ftwiloa CANENG Title : TS6X3X3/16 Degric. Description Scopti : Descsip PAGE 06 Jab 1 Dow 2:19PM, 25 OCT 06 Page 1 .w:CaVjjiofl FRONT EXTERIOR WALL TOP PLATE (LATERAL CALCULATION, TRIB WIDTH=6.5 FT, CONSERVATIVE LOADING) General Informatlon Beam Width Beam Depth Member Type Load Dur. Factor @earn End Fhdty 4.500 in 3.500 In Sawn 1.330 Pin -Pin Code Ref; 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base blesrre useidefined Center Span Left Cantliever Right Cantilever Douglas Fir - Larch, Fb Base Mow Fv Mow Fc Allow E 9.50ft Lu ft , ft Lu No,1 & Better 1,200.0 psi 180.0 psi 625.0 psi 1,800.0k51 Span= 9.50ft, Beam Width = 4.500in x Depth 3.5in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable max. Positive Moment Max. Negative Moment Max © Left Support Max @ Right Support Max. M allow fb 2.107.08 psi Fb 2,394.00 psi 0.880 1 1.6 k -ft 1.8 k -ft at at 1.61 k -ft 0.00 k -ft 0,00 k -ft 0.00 k -ft 1.83 134.69 Psi Fv 239.4o psi Maximum Shear * 1.5 Allowable 4.750 ft Shear: CD Left 0.68 k 0.000 ft Right 0,58 k Camber: J Left 0.0001n © Center 0.000in a Right 0.000in Reactions... Left DI 0.00 k Max 0,68 k Right DL 0.00 k Max 0.68 k 1.00 ft 0.00 ft 0.00 ft Beam Design OK 1.0 k 3.8 ic • Deflections Center Span. - Deflection ...Location ...Length/Deft Camber( using 1.5 " D.L Deft ) al Center 0.000 in al Left 0.000 in ea Right 0.000 in Stress Calcs ad 0,000 in 9.500 ft 0.0 27,238 1.500 Center Left Support Right Support Shear Analysis Design Shear Area Requited Fv; ANoweble Bearing (I) Supporta Max. Left Reaction Max. Right Reaction Le 2.059 ft Rb 2.067 Moment 1.61 k -ft 0.00 k4t 0.00 k -ft @ Left Support 1.02 k 4.256 in2 239.40 psi 0.88 k 0.68 k -0.008 in 4.750 ft 125.90 Le Car,tijever,.. Deflection Right Cantliaver... Deflection ...Length/Deft Sxx 9.188 in3 CI 679.250 8.09 in3 0.00 in3 0.00 in3 Right Support 1.02 k 4.258 in2 239.40 psi Bearing Length Reci'd Deering Length Famed OCT -25-2006 WED 02:21PM ID:Northern Lights Sunroom Creations 0000 in 0,0 0.000 in 0.0 Area 15.750 1(12 Allowable& 2,394,00 psi 2,394.00 Psi 2,394.00 psi 0.242 in 0.242 in otal Lo 0.000 in 0.0 0.000 In 0.0 PREE:E 10/25 2 6 14:39 15093264273 1" Rev: 580064— USK KW•0805822, Ver 5.6.0.1430o -20n3 20)1 983-2003 ENERCALC Enpineenn •Esftwans Description EXTERIOR WALL 'VERTICAL FRAMING (TRIB. DTH=3.1 FT CANENG Title: TS6X3X3/16 paaflr Description : General Timber Beam Query Values V. a D. (4 Center Spain Location Right Cant, Location at Left Cant. Location = PAGE 05 Job 0 Date: 2:19PM, 25 OCT 08 • Page .ecw:CuIaOons 0.00 ft 0,00 ft 0.00 ft 0.0010 0401at 0.00k.ft OCT -25-2006 WED 02:21PM ID:Northern Lights Sunroom Creations 0.00 k 0.00 k 0,00 k Deflect' 0.0000 in 0.0000 in 0.0000 in PAGE:5 10 25/2006 14:39 15093264273 CANENG 1111r:TS6X3XII6 Deanf: Description : Scop. '7" Ri7,796TRiir " — User: Kwaxienz. \nor 5.0.D, 1-DoP-2005 General Timber Beam i 981-2003 ENERCALC En Inewing Software Description Query Values ,V. a D 42 Center Spon Location 0 Right Cant. Location r- fla Lan CSITI. Location PAGE 07 Job # Date: 2:19PM, 25 OCT 06 Page 2 :CaI FRONT EXTERIOR WALL TOP PLATE (LATERAL CAL FT, CONSERVATIVE LOADING) moo ft 0.00 ft 0.00 ft 0.00k -ft 0.00 k -ft 0.00 k -ft OCT -25-2006 WED 02:22PM ID:Northern Lights Sunroom Creations LATIO , TR B. Shear 0.00 k 0.00 k 0.00 k 0.0000 in 0.0000 ri 0.0000 in PAGE:7 w w 0 z 0 w 0 QCT-25-2006 WED 02:24PM ID:Northern Lights Sunroom Creations w w cc 0) c) w rL z w z 0 N N uoN m CII: If} Mg& $W CIAS1 M 7 airs r more cess ZeSSI Marry. L,+a Itd C LA7• MOW &8tacat cis:ClOAR 3_a• -s rj,;r--? xI?• e, :� LES S'c r�zw c t XTLwa8 ELEVAI7Ott DATE 07/2VOD OMER /:0202Y3 0 0 a, -L U 0 0 L Vi s J L L 0 z o_ N w 3 m m N N N H U O Y HEAT SEAL TAPE AT SILL FLASHING % DOUBLE SIDED GLAZING TAPE NO BAFFLE WEEP) / A N HEAT SEAL TAPE w HEAT SEAL TAPE APPLICATION DETAIL SHEET V) 0 0 irY0 H Cl._ 06 Z N SCALE: N.T.S. DATE 10/26/01 DRAFTER: BK PAGE: 1 of 1 HEAT SEAL TAPE (1) (2) (3) (4) � 3 "-1 3/4" I j'—o" 13 ' -1 3/4" 1 O rn 2740-99 2740-98 2740-99 (1) (2) • 1 • CC -248N„) t RIGHI (3) , 3'-1 3/4" 1 3'_0" 13'-1 3/4" 9'-3 1/2" (4) EXTERIOR ELEVATION SECTION (8) (6) (7) (8) (9) N m 7-11" 1 3'-0" 2'-9 1/2" 3'-1 1/2" 2740-97 (5) (6) 12 2.620 2740-96 • • • • • • CC -248 s RIGHT 2740-95 (7) (8) 11' k 2740-94 \ • • • • CC -248 GHT 3 -0 ' 2'-9 1/4 I, 3'-1 3/4" 11'-10" EXTERIOR ELEVATION • (9) rn MODEL: SW CUSTOM 7 BAYS 7' FRONT GLASS GLASS: FRONT: LHP FLASHING: COLOR: BROWN VERTICAL CAPS: CEDAR REVISIONS CUSTOMER: DISTRIBUTOR: (D N.L. SUNROOM ADDITIONS S. 2306 CARNINE 6211 S. MEADOWLANE RD SPOKANE VALLEY, WA 99037 WA 99224 co ■ SUNWALLS MODEL: SW CUSTOM SCALE: 1/4"=1'-0" DATE: 07/26/06 DRAFTER: KC PAGE: 1 of 1 OBER #:020223 r O Cf- SW4 oc /239-5C2 GLAZING PARTITION /281-C CEDAR CAP SW5 g W SW6 INTERMEDIATE MULLION /292 GLAZING T FRONT G INSIDE CORNER MULLIONS f— /239-SC2 GLAZING PARTITION MUNTIN /292 I GLAZING TAPE v SECTION • /239-C GLAZING PARTITION CORNER MULLION /239-C GLAZING PARTITION /291 HEAT SEAL TAPE CROSS SECTIONS SCALE: 3"=1'-0" FRONT GLASS /281-C CEDAR CAP JOB RIP /291 HEAT SEAL TAPE (3 PC.) /239-•CNR GLAZING PARTITION /281-97 CORNER CAP /299 BRONZE SCREWS AT 12" O.C. TYPICAL /288 -C3 SE TRIM /298 LAG BOLT CONTINUOUS 2x SILL ATTACH T 4 16d NAILS AT EACH MULLION /281-T03 /282-C SILL TRIM SILL SECTION SCALE: 3"=1-0" ADJACENT STRUCTURAL MATERIALS TRIM ANO DESIGN BY OTHERS (NIC) /795 -WD HEADER FLASHING /239-C GLAZING PARTITION /291 HEAT SEAL TAPE /281-C CEDAR CAP JOB RIP AS REO'D. /292 GLAZING TAPE /413-CLR CEDAR TOP PLATE /298 3/8"x 6" LAG BOLT FRONT GLASS 4x4 CEDAR MULLION /292 GLAZING TAPE /239-C GLAZING PARTITION /299 BRONZE SCREWS AT 12" OC TYPICAL /281-703 MUNTIN CAP 1x4 CEDAR CAP /287-834 MUNTIN BLOCK /292 GLAZING TAPE /234 BAFFLE WEEP /289-C NEOPRENE SETTING BLOCKS STACK 2. TWICE PER BAY /299 BRONZE SCREWS AT 12" 0.C. TYPICAL /281-703 BOTTOM STOP 1x4 CEDAR CAP /239-C GLAZING PARTITION /239-S SILL FLASHING /236-C 4x4 CEDAR SUBSILL 711 a N 0 0 Z N MODEL: SUNWALL SCALE: 1/2 "=1 DATE: MAR. '98 DRAFTER: BL PAGE 1 / 1 J • 13.• 1>*073x) --I 0 0 0 m Z c_ m V L- 5 m m • m cf) 0 0 c0c-0-1-1 mm0M1>Z ••• rnZ_ICI 8Pc-)573c0 _ m m o • . co r- (j) • 71 • • 0 o:.1 rs.) (.4 0 1> 0) La 0 0 fp 03 M C") 71 m z m - Z Z m 0 C CA 0 0 DIAGRAMS AND LAYOUTS FOR 'I -PUSSES, BEAM'S AND !_00k SYSTEMS PRIOR TO FR/,11ING 1N5!';LUTI0NS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS .0.014filley REVIEWED FOR 000E COMPLIANCE SPOKANE 'IALLE77 3' DING MS1ON y) 0