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2007, 11-05 Permit App: 07003942 Retaining Wall Project Number: 07003942 Inv: 1 Application Date: 11/5/2007 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: LEVEL OFF AND INSTALL RETAINING WALL Contact: CAMERON,THOMAS I&KATHLEEN A W/DRAINAGE Address: 11906 E 20TH AVE C-S-Z: SPOKANE VALLEY,WA 99206-5709 Setbacks:Front Left: Right: Rear: Phone: (509)924-3293 Group Name: Site Information: Project Name: Plat Key: 001221 Name: HILLCREST PARK 01ST ADD District: Sout Parcel Number: 45281.0521 Block: Lot: SiteAddress: 11906 E 20TH AVE Owner:Name: CAMERON,THOMAS I&KATHL Address: 11906 E 20TH AVE Location::CSV SPOKANE VALLEY,WA 99206-57 Zoning: UR-3.5 Urban Residential 3.5 Water District: 011 MODERN Hold: ❑ Area: 14,846 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 50 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information: M.V _ .:.-:. .14bl mow. u . WW.M_ . _ _ wtms Review Building Plan Review Released By:, Originally Released: 10/8/2007 By: tmelbourn Other Reviews Released By; Originally Released: 10/22/2007 By: RBRODWA Landuse/Zoning/HE Conditions Released By: Originally Released: 10/10/2007 By: mbasinger Permits: vh..,. f.-=`4,131,WAUme -4... ._.w_-'=rN ,.. ,»... Nictti Operator: jmm Printed By: JD Print Date: 11/5/2007 Project Number: 07003942 Inv: 1 Application Date: 11/5/2007 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation OTHER BLDG U-1 VB RETAINING 0 $10,000.00 0 $10,000.00 WALL Totals: 0 $10,000.00 0 $10,000.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $181.25 ACCESSORY PLANS REVIEW 1 SELECT $45.31 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $231.06 �:-5-,.. .-4 °' `t% O es e,., -ti.�r. �,� mom- � �.., _ . ��^aar� .:r ,., r , .._ � :�.. ;� Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $231.06 $231.06 $0.00 $231.06 $231.06 $231.06 $0.00 $231.06 Disclaimer: Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: jmm Printed By: JD Print Date: 11/5/2007 Permit Center S�r� 11703E Sprague Av.s„$u 4-3 PERMIT NUMBER: 2,, pooane Spokane iv gliaF2 ��''tt=� s�(( `j 09)(6';::-�py���pt� g9 68s�037 PERMIT FEE: ♦alley (WWWS.0-aneval e .or.! 2n Uui Community Development 0 l Residential Constructionp-mg GENTER ew Construction Accessory Bldg Permit Application :0, n Addition/Remodel Deck her: Ke`�c+, n ►". .. 1d�4ii SITE ADDRESS: 1 1 '0C7 -20 71- ASSESSORS -ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owner: Contractor: Name: '' Name: ( . To 4,‘ Cc.Ancrd 1\ IL 1 50A `J gei^"OalC I i "tX ci Address: (i q ©(o • zo w_ Address:L'co ,C d•-- City: "le�/ State:44 Zip:cO ivo& City: tre:L State: 414._ Zip:(Icy zz,' Phone: Fax: Phone: Fax: SU q el 7u 3?N 3 s'�'1 yy�- ��a Contractor Lic No: Exp Date: Contact Person Ci Business Lic.No: City t C7fn '{ vi-62 q Name: Phone: Describe the scope of work in detail: Cost of Project: $ i`� ) /j0, 000 lems'e l -1 0e 1 6vkA ;r.s,l /%/i',-,, - A re'/ii',ni..oj t& // w/O(rcfv.� -'e Proposed Use:0 t **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. 2Nu FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: AREA: FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: PROPERTY: #OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? 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- rl DATE: /0/3/6 7 Method of Pay nt: ❑ Cash 0 Check 0 Mastercard 0 VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED 2/15/07 f 1 • SCITY pokane '\T1llEY ® 11703 E Sprague Ave Suite B-3 • Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 • cityhall@spokanevalley.org Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from abasement and in every room for sleeping. ❑ Smoke detector locations ❑ 22" X 30" attic access location ❑ 18" X 24" crawl space access: ❑ One-hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information 5\n 0 H 2z 0)0 h /1 trwr ret?->i Tlf y NIA ?,) -11Az � tom. � o ‘°- tiOZ' nl tp 1 , /1�f Q1 pvuzr.fl (r.) +. - s S.1156 rlIcl. ac- Z L - BACKYARD FENCE PROFILE VIEWED SOUTH FROM 11906 E 20TH AVE 106.5 Ft (APPROX.) r - NEW FENCE IN GREEN 24 Ft 6 Ft - N 15.5 Ft I 1 Ft V 15 Ft 2.75 Ft EXISTING FENCE LINE r_ 3 Ft I „23 nvr,R MT a A r ,'y*• ? r-5 '„ l'L. ' 4 v4vavI `, • ,�4, NY , � C. . *a5 , .4,.': n*r.iF%.14 , Ft m � ".,.'..,,e, u.'ae NE , J ” ti0 n ,,A,1 r : B • '.23 Ft 104 „ ' Z• -�,suspf a rt‘ p}( f 4 q..�,+�^.rrtr�' PIkP, ""�' rfr r ',r 4 e',.+"' * z r-PK 4t_ ;r Faa f ' a tj k. +r �"aE ` ' s .7-97-1'62,W,%7',--WW,sr14 ;� � vw&cakv _:'":$; r a' m ,rte L � r � a .�y,>y. a s"ak�+' • y4 :;R 'S y "'+".a'fi.rF v drwi. a iv.. t ,`+ , �r4 �N�� �k T M�1. �`4yni s`�x�`^..rg,v'y4 r +q r r:,�;,etaa '.3;&'"r�.u,ht - 1111 1111111 • ME , +� .tart..'. - ✓ Z — -BLOCK WALL IN PINK MIEN NOTES: '1. PINK EQUALS BLOCK WALL F 1 Ft ---- DOTER alialli lo ,5 — 2. GREEN EQUALS - NEW HAND SPLIT CEDAR FENCING Blue = Where Chris and Diana would like to add more wall. /1.1-) Cbe0e) 7g 4I Cu►�,��o�s 37a ' Z3 q 3,( o3 F 3 aye . N 6' HIGH FENCE BY OTHERS. 4" CAP UNIT GLUED OR FINISHED GRADE. MORTARED. • .,,,*\\_71.\\,>\/„\\\/\\�\\/\\/\\/\\/\\j\\/ \\j\\j\\/\\ 8 DIAMOND PRO '. / <N.\i\i\i\i SEGMENTAL BLOCK. ' ' ii %;> \ \�i/\�/i (8"H x 18"W x 11"DP) ' ' '/%\///\//%//%\//%//%//%\///\ % \//\//\/\//\//\//\/\ice / ' d//j \\ \\ \\ \\ \ \ \/%›../ /\\/ FINISHED i. rof t�IRAGRID X 4.0 FT,\\/�..,\\/ GRADE. 0 ` itt ,/ // ' ,/ ,/ ' / <��/\/ Iiiiii*I\ \i`�:% GEOGRID TYPE PP: :/\//\/j\/j\/j\/j\/ //\/j\% AND LENGTH. �. � �j\ \ae . .�' � \/� \Air,iY�iY iYi7i �\ � .\„\„\A\A\A\A\dY m 0 2 ' REINFORCED AND RETAINED m m 12" MIN. FREE- SOILS SHALL BE EXISTING 4.1 m DRAINING AGGREGATE. NATIVE SANDY SOILS. 6" COMPACTED CRUSHED GRAVEL LEVELING PAD OVER COMPACTED NATIVE SOIL. SEGMENTAL RETAINING WALL - 4' SECTION 1"=2'-0" in 6' HIGH FENCE BY OTHERS. FINISHED GRADE. 4" CAP UNIT / / /\\//\\//\\ GLUED OR -5•.1 N `.-- \/�/i�/ / rri�ri\ / � MORTARED. /\\/\\/\\/\\/\\/\\/\\/ / MI ,„,\/„,,„„/\ /\.\/- II 8" DIAMOND PROi. z r_;!,INO/\\/\\ \\ \\ \\/�/\\/\\/\\/\\/\\/\\/\\/ rr.Y./ /</\�\/\/\/\/\/\/ SEGMENTAL BLOCK. Mill ���:� �;\\ \\ \\ \\ \\\\ \\i (8"H x 18"W x 11"DP) j�\//\//\//\//\/�� /�\//�\//\\//�\/\\, Illi V /\/\,\/\, /\/\/\,\r\/\/ ola.:.�/�MIRAGRID 2XT, 5.56 FT' /\i\r\\ III ' Y / 'i''i�'i„, \,im?..„>7 . \/\/ / /Jr'�'�\\/\\\r\\/\\i\\i\\i\/�://i\\//\\/i\ GEOGRID TYPE �! /j /j\rj\/r\//\//\.i\//\/\//\//\ io \\/\\/\\/\\/\\/\\".., �\/\/\/ AND LENGTH. I II 40:44-10/.,\,,\/%/%r%/%%% FINISHED • ' .':.` MIRAGRID 2XT, 4.00 FT%\i\\/i / GRADE. illirittliiiii/\�%iiiii 114,41W12/r�//�//�/r�//�//�/rte. \EMI //\// _T�Z'•;IIII 4111\ \ \\fir\ \ \ �--/ Wpaerteadtafig \ \ \ \ </\/ REINFORCED AND RETAINED SOILS SHALL BE EXISTING m [.. 2, 12" MIN. FREE- NATIVE SANDY SOILS. m m DRAINING AGGREGATE. 6” COMPACTED CRUSHED GRAVEL LEVELING PAD OVER COMPACTED NATIVE SOIL. SEGMENTAL RETAINING WALL - 6' SECTION 1”=T-O" 6' HIGH FENCE BY OTHERS. FINISHED GRADE. c 4" CAP UNIT /\//\//\//\//\ GLUED ORMP /\//\ \ \ \ \ \/ MORTARED. /\<:i/ 11 i\i\ � 11111 !-' '\j\\j/ //\\/12,,MIN„FREE. \\\\\/\\/�\// . 1.11 •...4 / /\// // DRAINING AGGREGATE.' 8” DIAMOND PRO \�\,\\,\\,\�\�j\\\ij,/�j \, SEGMENTAL BLOCK. s �\ \�\\/ / / / ' •\•,.... \/\ \ \\/\\ IIII.•.1 �/�///iRAGRIID •i�/i,/i/V, // (8 H x 18 W x 11 DP) �:=�.•x:: \ MIRAGRID 2XT 6.00 FTS/\\\\��\�\ �!7 \ \i\i, /./„.„,,,,,,,,,:,,,, \/\//\/ SII %I 111 \ 1`;‘/ ;/ \\\\\\\\\ /: \ ›../ ; .I' 'a 14112:/ i�-1:1),) Iii ,z,2-4,w.ro;.<MIRAGRID 2XT 5.00 \! Date:2/10/0007 Summary of Information for Panel 1 Typical Section for Panel 1 Total Height 4.00 ft Project Name/Loc: Anchor Wall SRW Panel Offset STA.0+00 • 11906 E.20th Ave Total Length 24.00 ft Project No: 11906 E.20th Ave Setback Angle 7.1 deg SRW Exposed Height 3.33 ft Notes: Toe Slope 0.0 deg Crest Slope 0 Designer: CSR Crest Slope Break Point N/A Block Type: Diamond Pro 8"(US) Crest Slope Offset 0.00 ft Live Load 0 lb/Ft2 Block Group: Diamond Pro 8"(US) Live Load Offset 0.00 ft Reinf.Manufacturer TC Mirafi Dead Load 0 lb/Ft2 Design Methodology NCMA Dead Load Offset 0.00 ft Max.Bearing Pressure 452 lb/Ft2 i•i Seismic PGA N/A Base Reinf.Length 4.00 ft Soil Parameters Y Wall Materials Ouantitv Estimate lull Reinforced: 35.0 deg120.0 Lb/Ft' Segmental Segmental Wall Quantities Retained: 35.0 deg 120.0 Lb/Ft' Diamond Pro 8"(US)Cap-20 unit(s) Leveling Pad 40.0 deg 127.3 Lb/Ft3 Diamond Pro 8"(US)-96 unit(s) IIII3 Foundation: 35.0 deg 120.0 Lb/Ft3 Length of Lockbar N/A 4.00 fl air• 2XT 4.00 fl Total Face Area I•IIV Summary of Stability Results for Panel 1 96.0 ft2(block)+7.9 ft2(cap)=103.9 ft' Wall Length 24.00 ft - '.� External Stability Results Soil Ouantities --- Drainage&In£ll Soil-5 yd' ini Results Criteria Pass/Fail Pad Soil-1 yd3 Base Sliding 7.37 >1.5 P Reinforced Soil-15 yd' Overturning 17.76 >1.5 P Bearing Capacity 32.94 >2.0 P Full Reinforcement Ouantities Miragrid 2XT-11 yd2 Internal Stability Results(Minimum Results) Results Criteria Pass/Fail Overstress 7.57 >1 P Pullout 7.25 >1.5 P Sliding 23.89 >1.5 P Facine Stability Results(Minimum Results) Results Criteria Pass/Fail Overturning 5.34 >1.5 P Anchorage Length 1.91 ft >0.98 ft P Connection 9.11 >1.5 P Project, 11906 20th- 4ft SRW printed on 10/02/07 at 07:53:19 File P:\_2007-projects\11906 20th- 4ft SRW.awp Disclaimer: Preliminary Only, Not for Construction. Global Stability Not Considered. Date:2/10/0007 Summary of Information for Panel 1 Typical Section for Panel 1 Total Height 6.00 ft Project Name/Loc: Anchor Wall SRW Panel Offset STA.0+00 11906 E.20th Ave Total Length 16.50 ft Project No: 11906 E.20th Ave Setback Angle 7.1 deg SRW Exposed Height 5.33 ft • Notes: Toe Slope 0.0 deg Crest Slope 18.4 deg Designer: CSR Crest Slope Break Point 0.00 ft --. Block Type: Diamond Pro 8"(US) Crest Slope Offset 0.00 ft --- Live Load 0 lb/Ft2 -- -- -- Block Block Group: Diamond Pro 8"(US) Live Load Offset 0.00 ft - Reinf.Manufacturer TC Mirafi Dead Load 0 lb/Ft' Design Methodology NCMA Dead Load Offset 0.00 ft Seismic PGA N/A Max.Bearing Pressure 801 lb/Ft2 Base Reinf.Length 4.00 ft Soil Parameters Q� y 7.0 Wall Materials Ouantitv Estimate Reinforced: 35.0 deg 120.0 Lb/Ft3 Segmental Wall Quantities Nira.rid 2XTA 5.50 ft Retained: 35.0 deg 120.0 Lb/Ft' Diamond Pro 8"(US)Cap-13 unit(s) Leveling Pad 40.0 deg 127.3 Lb/Ft3 Diamond Pro 8"(US)-99 unit(s) 5.1? 5.3? Foundation: 35.0 deg 120.0 Lb/Ft3 Length of Lockbar N/A 6.00 ft l Total Face Area Summary of Stability Results for Panel 1 99.0 ft2(block)+5.4 ft'(cap)=104.4 ft' I f ra s.rid ..T(4.00 ft) Wall Length 16.50 ft I il r External Stability Results Sop Ouantities I Drainage&Infill Soil-5 yd' --- Results Criteria Pass/Fail Pad Soil-1 yd3 Base Sliding 3.02 >1.5 P Reinforced Soil-20 yd' Overturning 4.52 >1.5 P Bearing Capacity 17.09 >2.0 P Full Reinforcement Ouantities Mirag►id 2XT-17 yd' Internal Stability Results(Minimum Results) Results Criteria Pass/Fail Overstress 1.56 >1 P Pullout 7.01 >1.5 P Sliding 6.15 >1.5 P Facing Stability Results(Minimum Results) Results Criteria Pass/Fail Overturning 4.25 >1.5 P Anchorage Length 1.93 ft >0.98 ft P Connection 5.63 >1.5 P Project, 11906 20th- 6ft SRW printed on 10/02/07 at 07:54:58 File P:\_2007-projects\11906 20th- 6ft SRW.awp Disclaimer: Preliminary Only,Not for Construction. Global Stability Not Considered. CN Date:2/10/0007 Summary of Information for Panel 1 Typical Section for Panel 1 Total Height 8.00 ft Project Name/Loc: Anchor Wall SRW Panel Offset STA.0+00 . 11906 E.20th Ave Total Length 16.50 ft Project No: 11906'-E.20th Ave Setback Angle 7.1 deg SRW ed Height 7.33 ft . Notes: lope 0.0 deg Slope 18.4 deg --' Designer: CSR L.. ' QtellSlope Break Point 0.00 ft -- Block Type: Diamond R>o 8"(US) Slope Offset 0.00 ft -- ;' iv ad 0lb/Ft2 Block Group: DiamoridfRo 8"(US) Live Load Offset 0.00 ft Reinf.Manufacturer TC lft, ItwLoad 0 lb/Ft Design Methodology NCMA t 1leadeOffset 0.00 ft 11Bead aring Pressure 1,098 lb/Ft2 Seismic PGA N/A i 1001611.einf.Length 5.00 ft ro. Mra•rid 2XT 6.00 Soil Parameters 4> 7 C ,a, '(S`Materials Ouantitv Estimate Reinforced: 35.0 deg 120.4,LbiTti? Segmental Wall Quantities Retained: 35.0 deg 120.€ b/Ft' Diamond Pro 8"(US)Cap-13 unit(s) Leveling Pad 40.0 deg 127.3- /Ft' Diamond Pro 8"(US)-132 unit(s) agrid 2XT :.00.0011) 7.33 Foundation: 35.0 deg 120.0 /Ft' Length of Lockbar N/A 8.00 ft Total Face Area Summary of Stability Results for Panel 1 132.0 ft2(block)+5.4 ft2(cap)=137.4 ft' Wall Length 16.50 ft agr d 3XT(5.00 fl) External Stability Results Soil Ouantities Drainage&Infill Soil-7 yd3 - Results Criteria Pass/Fail Pad Soil-1 yd' Base Sliding 2.84 >1.5 P Reinforced Soil-30 yd' --- Overturning 4.03 >1.5 P Bearing Capacity 14.68 >2.0 P Full Reinforcement Ouantities Miragrid 2XT-20 yd2 Internal Stability Results(Minimum Results) Miragrid 3XT-9 yd2 Results Criteria Pass/Fail Overstress 1.62 >1 P Pullout 4.58 >1.5 P Sliding 4.3 >1.5 P Facing Stability Results(Minimum Results) Results Criteria Pass/Fail Overturning 4.25 >1.5 P Anchorage Length 1.15 ft >0.98 ft P Connection 5.63 >1.5 P Project, 11906 20th- 8ft SRW printed on 10/02/07 at 07:55:26 File P:\_2007-projects\11906 20th- 8ft SRW.awp Disclaimer: Preliminary Only,Not for Construction. Global Stability Not Considered. N1 • CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS WI ing' s REVIEVA,' °`-^ '_ '+_ vN;;;_ t-4i� t o o 8 07 • • KYSF. / ?. ,44:-.., \s.- ` / J.R. B ONNETT ENGINEERING 1 CIVIL&STRUCTURAL ENGINEERING/CONSULTING 803 E.3RD Avenue SPOKANE, WA 99202 (509)534-3929 FAX(509)534-4014 Structural Design Calculations of Segmental Retaining Wall 11906 E. 20th Avenue Spokane Valley, WA 99206 for - .. B ONiv 4 oo wAslir ti Rison's Remodeling t�, 30693 4509 E.56th Avenue ssl 15 : � Spokane, WA 99223 WO fc"'� EXPIRES 10/03/08 / October 2007 JRBE Job No.07-102.20 CSR • JOB D7 foe.Zc3 J.R. BONNETT ENGINEERING SHEET NO. OF 803 East 3rd Avenue /�/ U7 SPOKANE, WA 99202 CALCULATED BY DATE C TEL: (509)3929 CHECKED BY DATE FAX:(509)534-4014 SCALE SCOPE OF WORK Structural design of residential reinforced segmental retaining wall with respect to lateral soil loads only. All methods of analysis are in accordance with the 2006 IBC Standards and Design Manual for Segmental Retaining Walls. The following assumptions are to be verified prior to construction. Design Assumptions Foundation Soil Native poorly graded sand,Phi 35 degrees Reinforced Soil Native poorlygraded sand,Phi 35 degrees Retained Soil Native poorly grades sand,Phi 35 degrees Soil weight 120 pcf(assumed) Block Type Diamond Pro 8"Series(8"x18"x12") Geosynthetic Grid Type Miragrid 2XT and Miragrid 3XT C PRODUCT 207 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L&I 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 RISONR*9590Z Licensee Name RISON REMODELING Licensee Type CONSTRUCTION CONTRACTOR UBI 602537631 Ind.Ins.Account Id 0 Business Type INDIVIDUAL Address 1 4509 E 56TH Address 2 City SPOKANE County SPOKANE State WA Zip 99223 Phone 5094488830 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 9/9/2005 Expiration Date 11/26/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date RISON,CHARLES E OWNER 09/09/2005 Bond Information Bond Bond Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date Until #2 CBIC SH4958 08/29/2007 Cancelled $12,000.00 08/28/2007 OLD REPUBLIC Until https://fortress.wa.gov/lni/bbip/printer.aspx?License=RISONR*9590Z 11/26/2007 Look Up a Contractor, Electrician or Plumber License Detail Page 2 of 2 #1 I INS CO I ' 259324 108/29/2005 1 Cancelled 110/07/20071 1$12,000.00109/09/2005 I Savings Information No Matching Information Insurance Information Company Policy Effective Expiration Cancel Impaired Received Insurance Name Number Date Date Date Date Amount Date #3 CBIC C11SH4958 08/29/2007 08/29/2008 $500,000.00 08/28/2007 CAPITOL SPECIALTY #2 INS CORP CS00312373 08/29/2006 08/29/2007 $1,000,000.00 08/29/2006 CAPITOL SPECIALTY #1 INS CORP CS00312373 08/29/2005 08/29/2006 $1,000,000.00 09/09/2005 Summons/Complaints Information No Matching Information Judgment Information No Matching Information https://fortress.wa.gov/lni/bbip/printer.aspx?License=RISONR*9590Z 11/26/2007 o H °)n h 11 ck, co ti 3 } 0 W 0 ac a n. a !sofa - 4 ?,/ t - ,C Nip t t t-z, drill 1 01 101 01 I .0 ' 4901 PV"-g(1° 5