The URL can be used to link to this page

Home My WebLink About2006, 05-12 Permit App: 06001739 MHProject Number: 06001739 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 30 x 52, 2006 MANUFACTURED HOME Contact: MOBILE CORRAL Address: 15906 E SPRAGUE C - S - Z: VERADALE WA 99037 Setbacks: Front Left: Right: Rear: Phone: (509) 928 -3003 Group Name: Site Information: Project Name: Date: 5/12/2006 Page 1 of 2 Plat Key: Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS District: East Parcel Number: 55083.9601 Block: Lot: SiteAddress: 19409 E AUGUSTA LN Location:: CSV Zoning: UR -7 Water District: Urban Residential -7 Owner: Name: BURKE, RAY & JOANNA Address: 6895 WEST NIGHTHAWK POST FALLS, ID 83854 Hold: ❑ Area: 0 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Building Plan Review per manufacture specs Originally Released: 5/12/2006 By: amblake Driveway /Approach Originally Released: 5/12/2006 By: amblake Landuse /Zoning/HE Conditions Released By: Originally Released: 5/12/2006 By: Mharnois Operator: AMB Printed By: AMB Print Date: 5/12/2006 Project Number: 06001739 Inv: 1 Application Date: 5/12/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Sewer Review Permits: Released By: per billy @ county utilities Originally Released: 5/12/2006 By: amblake Contractor: MOBILE CORRAL HOMES INC Address: 15906 E SPRAGUE AVE VERADALE, WA 99037 Item Description INSPECTION FEE Manufactured Home Firm: MOBILE CORRALL HOMES INC Phone: (509) 928 -3003 Units Unit Desc 2 # SECTIONS Fee Amount $100.00 Permit Total Fees: $100.00 Notes: ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK Payment Summary: Permit Type Manufactured Home Fee Amount Invoice Amount Amount Paid Amount Owing $100.00 $100.00 $0.00 $100.00 $100.00 $100.00 $0.00 $100.00 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: 5/12/2006 Project Number: 06001739 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 30 x 52, 2006 MANUFACTURED HOME Contact: MOBILE CORRAL Address: 15906 E SPRAGUE C - S - Z: VERADALE WA 99037 Setbacks: Front Left: Right: Rear: Phone: (509) 928 -3003 Group Name: Site Information: Project Name: Date: 5/9/2006 Page 1 of 2 Plat Key: Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS District: East Parcel Number: 55083.9601 Block: Lot: SiteAddress: 19409 E AUGUSTA LN Location:: CSV Zoning: UR -7 Water District: Area: 0 Sq Ft Urban Residential -7 Width: 0 Owner: Name: BURKE, RAY & JOANNA Address: 6895 WEST NIGHTHAWK POST FALLS, ID 83854 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Building Plan Review RECEIVED Driveway /Approach wts 0 9 2006 SPOKANE VALLEY DEPARTMENT OF COMMUNITY TY DEVELOQt'M1r Landuse /Zoning/HE Conditions Sewer Review Permits: Released B Released By: Operator: AMB Printed By: AMB Print Date: 5/9/2006 Project Number: 06001739 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 5/9/2006 Page 2 of 2 Manufactured Home Contractor: MOBILE CORRAL HOMES INC Firm: MOBILE CORRALL HOMES INC Address: 15906 E SPRAGUE AVE VERADALE, WA 99037 Notes: Phone: (509) 928 -3003 ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK Payment Summary: 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: 5/9/2006 Spokane _ 0Valley Community Development Permit Center 11707 E Sprague Ave, Suite 1061 Spokane Valley, WA 99206 1 Li (509)688 -0036 FAX: (509)688 -0037 www.spokanevallev.org Manufactured Home Permit Application D MAY 0 8 PE 2MIT NUMBER: r -73? PET FEE: OTHER SITE ADDRESS: / ! �Q�f � /TUj'et ASSESSORS PARCEL NO: 55053. 0/ LEGAL DESCRIPTION: /455 i gg jJc flh') 4/ Building Owner: Name: Ra k�� v k k e Address: e 95 tves f Al /_c k City: � 51- -�s a State: T b Zip: g3854/ Phone:2oe 6,14' 6,0/0 Fax: Contact Person Name: Ve'clota free 1I lc9 SD l/l Phone: (SO c 453 --3923 Describe the scope of work in detail: Contractor: Name: 11/4/7e L I'vel Address: City: QD 5 i //S State: ID 1 Zip: Phone:_ z3 v_ 3002 Fax: Contractor Lic No: Exp Date: City Business Lic. �lo: MANUFACTURED HOME Width: 10 %U 1' Length: c)-Z Year: zoo 6, Pit Set: Yes . _r--`ewer Manufacture: A/ Sh Previous Address: Proposed Use: 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 additional information may be required to be submitted, and subsequently approved before this application can be processed. Signature A Method of Payment: ❑ Cash Bankcard #: Authorized Signature: REVISED 8/23/2005 ❑ Check ❑ Mastercard Expires: Date ❑ VISA VIN #: SPOKANE COUNTY UTILITIES /SEWER & GFC 1026 W. BROADWAY, SPOKANE, WA 99260 (509) 477-3604 RECEIPT No. 4493 J Date si� 20 ®� Received From SN �� 1 r 61 t cI c— int c- 0.1 &S o Site Address Lir V Q1 - ', I li A og V 5 �ivyt Account Number ` �� r6- Pal a Tv Dollars $ 1 S D I / ° I HOW PAID CASH CHECK 1 I II& MONEY ORDER By ae4 IN%l 409 21- (fr 0o0 TABLE 4 7s--9045, 6. ar" .5", .0-40, . :- .. k 007 {NG DIMENSIONS - LOADS BOTH HALVES �"r,, �r 4 s-7)....) q? -3toC3 J' Roof Uve Load SoII Capacity MULTI WIDE 12'-0" FLOOR OPENINGS IN FEET MULTI WIDE 13' -0" FLOOR OPENINGS IN FEET ' MULTI WIDE 15' -0" FLOOR OPENINGS IN FEET (P.S.F.) 8 12 16 22.29 8 12 16 21.07 8 12 16 20.16 30 P.S.F. 1000 1500 2000 2500 22X24 18X20 18X20 18X20 24X28 22X24 18X20 18X20 30X30 24X28 22X24 18X20 36X36 26X32 24X28 22X24 22X24 18X20 18X20 18X20 26X32 22X24 18X20 18X20 32X36 24X28 22X24 20X20 36X36 26X32 24X28 22X24 26X30 22X24 16X22 16X18 32X36 26X30 22X24 18X24 40X40 31X31 26X30 24X24 42X42 36X36 30X30 26X30 8 12. 8 12 16 19.93 8 12 16 18.66 8 12 16 18 40 P.S.F. 1000 1500 2000 2500 24X28 20X20 18X20 18X20 26X32 24X28 20X20 18X20 32X36 26X32 22X24 22X24 36X36 30X30 24X28 22X24 24X28 20X20 18X20 18X20 30X30 24X28 22X24 18X20 32X36 26X32 24X28 22X24 36X36 30X30 24X28 22X24 30X30 24X28 20X22 16X20 37X37 30X30 24X28 22X24 42X42 36X36 30X30 26X30 44X44 37X37 26X30 26X30 8 12 8 12 RECOMMENDED 26X32 24X28 22X24 16 32X36 "26X32 24X28 21.37 •' : 37X37.: '32X36' 26X32..., 8 NOT 24X28 • 22X24 20X20 12 RECOMMENDED 30X30. 24X28 24X28 16 32X36 30X30•, 26X32 20.50 :: :: ". - ;40X40 - •32X36 30X30 8 ;. .,. ,u•.NOT,RECOMMENDED .30X30 ..24X28 -- 22X24;. •'8 - 12 ;36X36. -,=31X34 -- 26X30 16 ..42X42 - ,36X36 32X36 19.98 46X46 40X40 36X36 60 P.S.F. 1000 1500 2000 2500,= NOT 24X28 22X24 . 20X20 31X31 24X28 22X24 18X24 22X24 16X22 16X16 14X16 8 12 16.70 24X28 22X24 16X22 16X18 8 12 15.98 12 14.82 16.70 100 P.S.F. 1000 1500 2000 2500 NOT 32X36 26X32 24X28 RECOMMENDED 36X36 32X36 26X32 40X40 32X36 l 30X30 i NOT 32X36 26X32 24X26 ,__ ,_ RECOMMENDED 37X37 32X36 , 26X32 -..‘L ..F 1C^ 40X40 32X36 30X30 nl..nn .r�.*i�na unA NOT 36X36 32X36 26X30 ThA two niers RECOMMENDED 44X44 49X49 40X40 43X43 36X36 32X36 will share the same A separate pler Is required under each halt with a minlmum be footing and be symmetrically placed on the footing (centered). TABLE 5 • - -rOOTING DIMENSIONS - LOADS ONE HALF - " Roof Uve Load Soil Capacity (P.S.F.) MULTI WIDE 12' -0" FLOOR OPENINGS IN FEET MULTI MUG low , w.a' OPENINGS IN FEET ... -• -.• ... rOPENINGS IN FEET 8 12 16 22.29 8 12 16 21.07 8 12 16 20.16 30 P.S.F 1000 1500 2000 2500 16X16 14X16 14X16 14X16 16X22 14X16 14X16 14X16 18X24 16X18 14X16 14X16 24X28 18X24 16X22 14X16 16X16 14X16 14X16 14X16 18X20 16X16 14X16 14X16 22X24 16X22 16X16 14X16 24X28 18X24 16X22 16X16 18X24 16X18 14X16 14X16 24X28 18X24 16X22 16X16 30X30 22X24 18X24 16X22 32X36 24X28 22X24 18X24 8 12. 16 19.93 8 12 16 . 18.66 8 . ,... •- -.12 . . 16 18 40 P.S.F. 1000 ' 1500.. ' •'2000''°' 2500— ' 16X18', 14X1'6" '14X16 ' '14X16 ' ' 18X24' ''16X18 • - 14X16 ' '14X16 '22X24 '16X22' -16X18 '14X16 • 24X28'_? •18X24•" ' 16X22 -- ':16X16:; - 16X22 14X16 14X16 14X16 18X24 16X18 14X16 14X16 24X24 • 18X24 -< 16X18 14X16: - :24X28-Z�G24:— 4 48X24-1..1,46X22:...4.22)(24— %16X22 = ...:.18X16.. 16X18... 14X16:: ;26X30:• - 18X20•- = 46X18.;.. - •31X31 _ - .24X28. 22X24 16X22 32X36 26X30 24X24 18X24 8 12 16 21.37 8 12 16 20.50 8 12 16 19.98 60 'P.S.F. 1000 1500 2000 2500 22X24 16X22 16X16 14X16 24X28 18X24 16X22 16X16 30X30 22X24 18X24 16X22 31X31 24X28 22X24 18X24 22X24 16X22 16X16 14X16 24X28 22X24 16X22 16X18 30X30 24X24 18X24 16X22 31X31 26X30 22X24 18X24 24X28 22X24 16X22 16X18 32X36 24X28 22X24 18X24 37X37 30X30 24 -X28 24X24 42X42 32X36 30X30 24X28 8 12 16.70 8 12 15.98 8 12 14.82 100 P.S.F. 1000 1500 2000 500 26X30 22X24 16X18 31X31 24X28 18X24 31X31 26X30 20X22 26X30 22X24 16X22 31X31 26X30 18X24 31X31 26X30 22X24 32X36 26X30 18X24 40X40 32X36 24X28 44X44 36X36 26X30 39 FIGURE 1 SUPPORTS FOR TYPICAL SINGLE OPENINGS IN MARRIAGE WALL Root Stunt,. Scrounge me 18 Root 51,uc1u.• Wee. Menage Wen Ma, e9. Watt Opening (4' • Cr and Larger) Flow Si,uct,e �— WMl Opening (N'. 0' WMl. algarl —+n 1mJ F, BeP,ers Scrounge me 18 Root 51,uc1u.• FIGURE 2 SUPPORTS FOR TWO ADJACENT OPENINGS IN MARRIAGE WALL Root Stunul. EndwaN . Menage Wen era-- Wag Opening —► (a' • 0' and Large„ Floor Stntclui. �— WMl Opening (N'. 0' WMl. algarl —+n 1mJ ^\\ P Pies FIGURE 2 SUPPORTS FOR TWO ADJACENT OPENINGS IN MARRIAGE WALL Root Stunul. Slabs or Runners Continuous footings or "runners" and full concrete slabs provide greater flexibility in pier placement and better load distribution to the soil than individual foot- ings. Full slabs also serve as excellent moisture barri- ers which protect the home from moisture retained by the soil. It is recommended that runners and slabs be reinforced with one 113 steel reinforcing rod per foot of width or 6 x 6 6 -gauge welded wire fabric. Poured reinforced slabs or runners should have a minimum thickness of four inches. The concrete should have a minimum 28 day compressive strength of not less than 2,000 pounds per square inch. Minimum width of runners is 24 inches, with spacing between runners determined by the distance between the I- beams. The center -line of the runners should line up with the center -line of the I -beams to properly distribute the load. If a solid slab is to be used, approved "dead man" anchors, or eye bolts, should be set securely In the wet concrete in preparation for installation of the tie - down system. Refer to section on "Tie -Down Sys- tems" for required anchor locations. L _ _ ,llllllllllllll.11i," i No. STATE OF •.FLORVO 0.4‘.1".$ TERfU ttCC\ •`\ /I*.� / /Il tl tl.tt To summarize, the best type of footings for a specific home installation can be determined only after final site selection and . all contributing factors have been considered. Local building officials, or a professional engineer, will be able to offer valuable guidance in the selection and design of footings. Pier Design There are many acceptable pier designs which will provide adequate support for a solid installation. Pri- mary support piers centered on footings are located under the main I -beams toward each end and are spaced as specified in Table 2, Table 3 and Table 4. Sectional homes require additional support piers at all concentrated load points along the centerline as previously indicated on Table 4. When there are two adjacent wall openings at the marriage line, the foot- ing area underneath the center wall may be increased to equal the sum of the footing areas required for each opening separately, however a pier support is still required on each half. M. 2469• Well 4-- Ppal 0r wan Less Nan 16' N Wldtn �— WMl Opening (N'. 0' WMl. algarl —+n ^\\ P —R Piers _ *a — Slabs or Runners Continuous footings or "runners" and full concrete slabs provide greater flexibility in pier placement and better load distribution to the soil than individual foot- ings. Full slabs also serve as excellent moisture barri- ers which protect the home from moisture retained by the soil. It is recommended that runners and slabs be reinforced with one 113 steel reinforcing rod per foot of width or 6 x 6 6 -gauge welded wire fabric. Poured reinforced slabs or runners should have a minimum thickness of four inches. The concrete should have a minimum 28 day compressive strength of not less than 2,000 pounds per square inch. Minimum width of runners is 24 inches, with spacing between runners determined by the distance between the I- beams. The center -line of the runners should line up with the center -line of the I -beams to properly distribute the load. If a solid slab is to be used, approved "dead man" anchors, or eye bolts, should be set securely In the wet concrete in preparation for installation of the tie - down system. Refer to section on "Tie -Down Sys- tems" for required anchor locations. L _ _ ,llllllllllllll.11i," i No. STATE OF •.FLORVO 0.4‘.1".$ TERfU ttCC\ •`\ /I*.� / /Il tl tl.tt To summarize, the best type of footings for a specific home installation can be determined only after final site selection and . all contributing factors have been considered. Local building officials, or a professional engineer, will be able to offer valuable guidance in the selection and design of footings. Pier Design There are many acceptable pier designs which will provide adequate support for a solid installation. Pri- mary support piers centered on footings are located under the main I -beams toward each end and are spaced as specified in Table 2, Table 3 and Table 4. Sectional homes require additional support piers at all concentrated load points along the centerline as previously indicated on Table 4. When there are two adjacent wall openings at the marriage line, the foot- ing area underneath the center wall may be increased to equal the sum of the footing areas required for each opening separately, however a pier support is still required on each half. FIGURE 5 • TYPICAL PIER LOCATIONS FOR SINGLEWIDE HOMES Support Required Under Each Side of Exterior Doors and Each End of Sldewall Openings Typical All Over 4 Ft., Including Bay Windows i Four Corners Y J U U U U U U U U • • • • • • • • • / a -a T a— - —a— a/ Wheel /Axle Area + i I --6 aI O.C. Max. ak Frame 1 -Beams 1141--- a ■ !- --). 1■ -- a— —;< — /l w -a --a a — -ZZ/21 1 n p n n n n n n n n n n a n n n '' • Standard Pier Locations ❑ Additional Pier Locations One Halt Frame Spacing In Order To Maintain Proper I -Beam 8'0" O.C. -Tape & Texture (Ceiling & Wall Areas Only) Per Table Spacing Axles May Have To 60 Lb. or 100 Lb. Roof See Table 3 . Be Removed Sectional Homes . Sectional home footings and piers are to be spaced openings four feet wide, or wider. Refer to Table 4, under each frame I -beam as shown in Figure 6 (see Figure 1, and Figure 2. also "Pier Placement "). Additional footings and If perimeter supports are specified on the Data Plate, piers are required along home marriage line for sup Table 3 is applicable for footing and pier spacings. port of concentrated loads on each side of wall `'OERl t�+A4,. ;,, '��Q�G ..�ZtFIC,gTF �s,i. FIGURE 6 = • No. 21958 . ' / TYPICAL PIER LOCATIONS FOR SECTIONAL HOMES - t`r�oF ,', /99Z ,�C /.•FCont01 :... � ` ,'''',StEREO iAkC'\ r`�. Typical All Four Corners o 3 rl K Same As Above • • ■ u u u u u u • • • • • • • • • / �� a -a II— - —f— —a— 111 Wheel /Axle Area -+ —a— Typical At Marriage Line -a- O.C. Max. I Frame I -Beams i -a a--- -a -- --a- • F / / � % - -! • --:.- -a- - -a • • • • • • • • 0 0 0 0 -o 0 0 0 in • Fr / /-111-- 1111 —• a- -6- - Marriage Line 9 ai- —ill-- • Required Supports Under Marriage Wall Openings f-• IN— - —a— --a— // LL1 yla —a --II-- • -111--- --a-- —a • • • ■ ■ • • • ❑ n n ❑ 11 n n n re • Standard Pier Locations ❑ Additional Pier Locations One Half of In Order To Maintain Proper I -Beam 8'0" 0.C.- Tape & Texture (Ceiling & Wall Areas Only) Frame Spacing Spacing Axles May Have To 60 Lb. or 100 Lb. Roof See Table 3 Per Table 3 Be Removed 4z Pier Construction 1. MANUFACTURED PIERS OR JACKS — Many types and sizes are commercially available. The advantage of using manufactured piers is the speed and ease with which they can be installed. Most manufactured piers come with adjustable risers, which greatly simplify the leveling pro- cess. When selecting piers, make sure that they are listed for the intended use by a nationally rec- ognized testing laboratory, for a capacity of five tons, and are of sufficient height so that adjusta- ble risers do not need to extend more than two to three inches. These piers are not to be used for double wide marriage wall applications unless the contact pad is a saddle configuration capable of holding 4x4 lumber to support the floor rail and multiple floor joists. FIGURE 3 TYPICAL MANUFACTURED PIER NOTE:. Jam_ Contact Pad - Pier must _ Configuration Varies remain adjustable. Adjustable Riser L Body - Metal or Concrete Footings 2. SITE BUILT PIERS — The most common method of constructing piers on site is with con- crete blocks. The advantages of this method are economy and availability. Minimum requirements for this type of pier are as follows: • Frame piers 36 inches in height, or less may be single tier construction composed of 8" x 8" x 16" open cell concrete blocks con- forming to ASTM C 90 -70. Blocks should be capped with 2" x 8" x 16" wood or solid con- crete block cap(s). Blocks must be set with the openings vertical. • If frame piers exceed 36" in height, the design must be approved by a registered, professional engineer, or architect. Leveling for site built piers is accomplished by the use of wood shims driven tight between the I -beams and the pier cap when required. Tapered shims should not occupy more than one inch of vertical space and be a minimum of 4" wide and 6" long. Regardless of the type of pier used, the floor joists must not be within 18" of the ground. FIGURE 4 TYPICAL SITE -BUILT PIERS Wood Shims Pier Cap Concrete Blocks JAN 3 0 1995 Frame I -Bea SIONAL Footings y Piers 30' and Under /ti IMMO PPP 1111,11 Piers Over 30' Frame I -Bea m Wood Shims Per Cap Concrete Blocks Footings JUL 31199 Pier Placement Footings and piers are to be spaced as required under each frame l -beam to adequately support ac- tual home weight, weight of contents and design live Toads. The spacing must not exceed 6 feet on center and may not need . to be closer depending upon variable soil bearing values, loading conditions and footing sizes. Refer to Table 2 and Table 3 shown previously for pier spacing requirements. Supports positioned as outlined in Figure 5 are to start no fur- ther than than one -half the span on Table 2 or Table 3 from front and rear ends of the home. When such supports are installed, be sure to provide suitable means for distribution of support bearing to several transverse floor joists to prevent over - stressing struc- tural members. If a continuous footing pad or slab is used with perimeter supports (see Figure 5 and Figure 6), ALL support piers must be located on the continuous side. 41 Look Up a Contractor, Electrician or Plumber License Detail Topic Index I Contact Info bor nd Industries Search Home orkplace Rights Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber Printer Friendly Version Trades Page 1 of 3 Licerssin2 General /Specialty Contractor A business registered as a construction contractor with LEtI 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. License Information License MOBILC109306 Licensee Name MOBILE CORRAL INC Licensee Type CONSTRUCTION CONTRACTOR UBI 600089044 Verify Workers Comp Premium Status Ind. Ins. Account Id Business Type CORPORATION Address 1 15906 E SPRAGUE Address 2 City VERADALE County SPOKANE State WA Zip 990378964 Phone 5099283003 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 9/26/1991 Expiration Date 12/17/2006 Suspend Date Separation Date Parent Company Previous License Next License Associated License https: // fortress. wa. gov /Ini/bbip /Detail.aspx ?License= MOBILCI09306 5/9/2006 Look Up a Contractor, Electrician or Plumber License Detail Page 2 of 3 Business Owner Information Name Role Effective Date Expiration Date AUSTIN, GARY R Cancel Date 01/01/1980 Bond Amount AUSTIN, HELENE R #3 01/01/1980 103386584 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #3 TRAVELERS CAS Et SURETY CO 103386584 09/04/2001 Until Cancelled $12,000.00 08/09/2001 #2 TRAVELERS CASE SURETY CO 103386584 09/04/2000 09/04/2001 $6,000.00 05/26/2004 #1 TRAVELERS CAS a SUR CO OF AM 0555103386584BCM 09/04/1991 Until Cancelled 10/25/2000 $6,000.00 05/29/2003 Savings Information No Matching Information ,Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date #13 NORTH PACIFIC INS CO C04153474 06/17/2005 06/17/2006 $1,000,000.00 06/23/2005 #12 LIBERTY NORTHWEST INS CORP CO2153474 06/17/2004 06/17/2005 $1,000,000.00 05/26/2004 #11 NORTH PACIFIC INS CO Q01983820 06/17/2002 06/17/2004 $1,000,000.00 05/29/2003 #10 COLORADO CASUALTY INS CO CPP0281202 06/17/2002 06/17/2003 $1,000,000.00 06/24/2002 #9 COLORADO CASUALTY CPP0281202 06/17/2001 06/17/2002 11/26/2001 #8 COLORADO CASUALTY CPP0281202 12/17/2000 12/17/2001 12/28/2000 #7 MODERN HOME INS CO BD42282000 12/17/2000 12/17/2001 12/18/2000 #6 VALLEY INS CO 4103CP001943 12/17/1996 12/17/2000 #5 VALLEY INS CO TBA 12/17/1996 03/17/1997 VALLEY INS https: // fortress .wa.gov /lni/bbip /Detail.aspx ?License= MOBILCI09306 5/9/2006 Look Up a Contractor, Electrician or Plumber License Detail Page 3 of 3 #4 CO 4103CP001943 12/17/1995 12/17/1996 #3 AMERICAN STATES 01CC6840854 12/17/1994 12/17/1995 #2 AMERICAN STATES INS CO 01CC684085 12/17/1991 12/17/1994 #1 GREAT AMERICAN INS CO PAC0561923 12/07/1990 12/07/1991 Summons / Complaints Information No Matching Information Start a New Search Printer Friendly Version About Lai I Find a job at LEtI lnformacibn en espanol f Site Feedback 1 -800- 547 -8367 Washington State Dept. of Labor and Industries. Use of this site is subject to the taws of the state of Washington. Access Agreement Privacy and security statement Intended use /external content policy Staff only link Visit access.wa.gov https: // fortress. wa. gov /lni /bbip /Detail.aspx ?License= MOBILCI09306 5/9/2006