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2010, 02-24 Permit App: 10000419 Residence - Project Number: 10000419 Inv: 1 Application Date: 2/24/2010 Page 1 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: NEW SFR-SEWER Contact: C&S CONSTRUCTION Address: 525 S BARKER RI) C-S-Z: SPOKANE VALLEY WA 99016 Setbacks:Front Left: Right: Rear: Phone: (509)924-9027 Group Name: Project Name: Site Information Plat Key: Name: Range District: Sout Parcel Number: 45224.5001 Block: Lot: SiteAddress: 13824 E 10TH AVE Owner:Name: C&S CONSTRUCTION OF SPOK Address: 525 S BARKER RD Location::CSV SPOKANE VALLEY,WA 99016 Zoning: R-3 SF Res District Water District: 010 VERA Hold: ❑ Area: 10,224 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Building Plan Review Released By: Originally Released: 2/23/2010 By: NBENTLEY Landuse/Zoning/HE Conditions Released By: Originally Released: 2/18/2010 By: kkendall Sewer Review Released By: Permits: .. . .... _. . „ . -- ;. .,oriAwg, Operator: jmm Printed By: JD Print Date: 2/24/2010 Project Number: 10000419 Inv: 1 Application Date: 2/24/2010 Page 2 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit - Contractor: C&S CONSTRUCTION Firm: C&S CONSTRUCTION Address: 525 S BARKER RD Phone: (509)924-9027 SPOKANE VALLEY WA 99016 Building Characteristics Group: R-3 Type: VB Group: U-1 Type: VB Total Area 2742 Building Height 15 Stories 1 This Application: Total Project: Description Grp Type Notes Su Ft Valuation Sn Ft Valuation 1&2 FAMILY R-3 VB 1,207 $119,432.65 1,207 $119,432.65 BASEMENT U R-3 VB 1,071 $16,065.00 1,071 $16,065.00 DECK OPEN R-3 VB 462 $6,930.00 462 $6,930.00 GAR WOOD U-1 VB 462 $8,778.00 462 $8,778.00 Totals: 3,202 $151,205.65 3,202 $151,205.65 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $1,284.95 WSBCC SURCHARGE 1 SELECT $4.50 SF PLNS RVW<7999 SQ FT 1 SELECT $513.98 Permit Total Fees: $1,803.43 Mechanical Permit Contractor: C&S CONSTRUCTION Finn: C&S CONSTRUCTION Address: 525 S BARKER RD Phone: (509)924-9027 SPOKANE VALLEY WA 99016 Item Description Units Unit Desc Fee Amount GAS WATER HEATER 1 NUMBER OF $11.00 GAS APPLIANCE<=100,000BTU 1 NUMBER OF $13.00 GAS PIPING 3 #OF UNITS $3.00 HEAT PUMP OR A/C 0-3 TONS 1 NUMBER OF $13.00 VENTILATING FANS 1 DUCT 5 NUMBER OF $55.00 Permit Total Fees: $95.00 Operator: jmm Printed By: JD Print Date: 2/24/2010 Project Number: 10000419 Inv: 1 Application Date: 2/24/2010 Page 3 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Plumbing Permit Contractor: C&S CONSTRUCTION Firm: C&S CONSTRUCTION Address: 525 S BARKER RD Phone: (509)924-9027 SPOKANE VALLEY WA 99016 Item Description Units Unit Desc Fee Amount TOILETSBIDETS 3 NUMBER OF $18.00 SINKS 3 NUMBER OF $18.00 SHOWERS 1 NUMBER OF $6.00 TUBS 2 NUMBER OF $12.00 DISH WASHERS 1 NUMBER OF $6.00 GARBAGE DISPOSAL 1 NUMBER OF $6.00 CLOTHES WASHER 1 NUMBER OF $6.00 WATER SOFTENER 1 NUMBER OF $6.00 MISCELLANEOUS FIXTURES 3 NUMBER OF $18.00 Permit Total Fees: $96.00 ADMINSTRATIVE EXCEPTION(ADE-09-07)APPROVED FOR LOTS 1-4 BLOCK 1 AND LOTS 1-4 BLOCK 2 OF MAMER PLACE.MINIMUM FRONTAGE OF 60 FEET IS ALLOWED-MH Payment Summary: �... Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $1,803.43 $1,803.43 $507.26 $1,296.17 Mechanical Permit $95.00 $95.00 $0.00 $95.00 Plumbing Permit $96.00 $96.00 $0.00 $96.00 $1,994.43 $1,994.43 $507.26 $1,487.17 Disclaimer: Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: jmm Printed By: JD Print Date: 2/24/2010 Permit Center _ PERMIT NUMBER: Scrry 11703 E Sprague Ave,Suite-$=3"-,3 D -1mile r-Spokane valley,wAz,95,72Q6? PERMIT FEE: jValle (509)68 O( , hAX:(50 }..$8=0037 Y' wwwspoltanevalleyror Community Development .3 4= Residential Constructioq . 'CLati_. �- fx New Construction Accessory Bldg I Permit Applicata y Addition/Remodel Deck '• ` __ _-- — ❑ --E-8ther: SITE ADDRESS: 1332q E 1(,7h ASSESSORS PARCEL NO: L1522j .5t)®4 LEGAL DESCRIPTION: SP34,'01 C_vf 4tI Building Owner: Contractor. ` Name Name: LQi1151f uC4►. 1 Address: _ ] Address: 26 5. E.ts-f ke c UI State: Zip: City: State:IsJ(� Zip 01 to City: lir P.ert --re"6 Fax: Fax: Phone: Phone: bO! 91 -'i 27 e._..n'le__ Contractor Lic No:�0A1 ,4, ;p Date: N ,22.._10 Contact Person City Business Lic.No: �"� Name: 5I'tA cn H4)0,6 Phone: 4 epi c-.5-) O/ 7 Describe the scope of work in detail: Cost of Project: $ i 215 oZLJ Rea,, s pec Porvte_ •Proposed Use: 5=no Je fat: I Y --Kew **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: ., #OF STORIES: I TOTAL JA��ABLE SPACE: 3 XL MAIN FLOOR TO SQ. 2"D FLOOR SQ. FTG: 7 UNFIN BASEMENT SQ. FTG; IMPERVIOUS SURFACE AREA: FTG: j r5C.j i 155 SctC-I- FINISHED BASEMENT GARAGE SQ. FIG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: 672 SR?4 /Wo -RC-'' PROPERTY: C #OF BEDROOMS: CONSTRUCTIONonntTYPl E: HEAT SOURCE: SEWER ORS TIC? - 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 pro ssed. SIGNATURE: �� DATE: Method of Payment: 0 Cash 0 Check 0 Mastercard 0 VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED 2/15/07 • RESIDENTIAL CHECK LIST DIRECTIONS: Place a check mark in box next to each document required for complete submittal. o SITE PLAN o Property lines and dimensions o Setbacks to property lines o Direction arrow pointing North and orientation to streets o Distance between buildings o Proposed/existing buildings (footprint and dimensions) o Right of way/easement location &sizes o Utilities, septic tank/drain field locations and distances o Driveway approach size and location BUILDING PLANS (3 SETS) (minimum 1/8 inch scale or completely dimensioned) ❑ Elevations (Front/Rear/Sides)with roof peak and wall height including basement: ❑ Foundation Plan (crawispace, basement or slab on grade): o Footing sizes and locations ❑ Supporting wood cripple walls or beams o Perimeter concrete foundation wall sizes o Thickened concrete pads supporting o Crawlspace ventilation beams or girder trusses ❑ Floor Plan of each level (finished or unfinished)with dimensions: o Floor Joist direction, size and spacing o Window and door location and sizes o Header, beam or concrete lintel sizes ❑Window well locations if applicable o Brace wall panel locations o Room usage labels o Water heater and furnace locations o Smoke detector locations o Exhaust fan locations ❑ Attic and crawl space access locations o Deck or concrete patio sizes and locations o Fire Wall construction ❑ Roof Plan: o Engineered truss direction and spacing o Ridge, eave and valley lines o Rafter and over frame direction, size and spacing o Beam and girder size and location ❑ Wall Section Detail including: Roof o Slope/roofing material/underlayment/ice dam protection o Truss or rafter size, spacing &connection o Sheathing size and type ❑Attic insulation/air space baffle/ventilation Ceiling o Joist size and spacing o Size of ceiling gypsum wall board Wall o Height/top plate/stud size and spacing/sole plate o Siding/exterior house wrap/anchor bolts o Exterior sheathing size and type o Insulation, vapor barrier, gypsum wall board Floor o Joist size and spacing o Sheathing or concrete floor size/insulation Foundation Wall o Concrete or Masonry unit width o Footing bottom to finished ground level depth o Earth to wood separation distance o Horizontal &vertical reinforcement if any Footing o Size o Reinforcement if any Radon o Passive system with 6mil vapor barrier o Active system with 6 mil vapor barrier Miscellaneous Construction Details ❑ Deck: o Floor plan/side view/dimensions ❑ Footings/post/and beam size and locations o Floor Joist/decking direction, size and spacing ❑ Stairway tread rise & run and nosing 0 Handrail/Guard height&spacing ,/�� Permit Center .Y �r 11703 E Sprague Ave,Suite B-3 , PERMIT NUMBER: Sly Spokane Valley,WA 99206 ley (509)688-0036 FAX:(509)688-0037 PERMIT FEE: Community Development permitcenter@spokanevalley.org Mechanical Permit Application I I Commercial IX Residential SITE ADDRESS: 13%-2-11 Building Owner a S C c t 3+V'/AC1 v1 Phone: n 7 Name; �,, \© / /Z�-�0-7 Fax: J1? •CL Address: X25- -5City �'G't'11A : / Ci'�5 State: W Zip: C�gtyk, � - (i' Contractor Name: (1.41-,e-3 Phone: Fax: Address: City: State: Zip: License No: (.�D1V City Business Lic: �'�-�D 22,E lel Contact/Project Manager: Name: Phone: -- cf,5 'Ai/text-4A p,,,,_3 #UNITS FURNACES&SUSPENDED HEATERS-INSTALLATION OR RELOCATION Up to&induding 100,000 BTU FURNACES&SUSPENDED HEATERS-INSTALLATION OR RELOCATION Over 100,000 BTU DUCT WORK SYSTEM HEAT PUMP/AIR CONDITIONER 0-3 TON AIR CONDITIONER Over 3-15 TON AIR CONDITIONER Over 15-30 TON AIR CONDITIONER Over 30-50 TON AIR CONDITIONER Over 50 TON GAS WATER HEATER GAS PIPING SYSTEM(each outlet) GAS LOG,FIREPLACE,&GAS INSERT APPLIANCE VENTS INSTALLATION,RELOCATION,REPLACEMENT REPAIRS OR ADDITIONS BOILER,COMPRESSORS,ABSORPTIONS SYSTEM 0 to 3 hp-100,000 BTU or less BOILER,COMPRESSORS,ABSORPTIONS SYSTEM Over 3-15 hp-100,001 to 500,000 BTU BOILER,COMPRESSORS,ABSORPTIONS SYSTEM Over 15-30 hp -500,001 to 1,000,000 BTU BOILER,COMPRESSORS,ABSORPTIONS SYSTEM Over 30 hp-1,000,001 to 1,750,000 BTU BOILER,COMPRESSORS,ABSORPTIONS SYSTEM Over 50 hp-over 1,750,000 BTU AIR HANDLER(DOES NOT include ducting) Each unit up to 10,000 cfm,induding ducts AIR HANDLER(DOES NOT include ducting) Each unit over 10,000 cfm EVAPORATIVE COOLERS(other than portables) ct�� VENTILATION AND EXHAUST Each fan connected to a singe duct .1 VENTILATION AND EXHAUST Each ventilation system VENTILATION AND EXHAUST Each hood served by mechanical exhaust INCINERATORS Installation or relocation of residential INCINERATORS Installation or relocation of commercial APPLIANCES Range,Clothes Washer UNLISTED APPLIANCES Under 400,000 BTU UNLISTED APPLIANCES Over 400,000 BTU HOOD Type I HOOD Type II L P STORAGE TANK WOOD OR PELLET STOVE INSERT WOOD STOVE SYSTEM-FREE STANDING EXPIRES: VIN: ['CASH 0 CHECK ❑VISA ❑MC SIGNATURE CARD#: http://www.spokanevalley.org!uploads/Community_Development/Documents/Forms/Building/MechanicalPermitApplication040309.doc Permit Center 1 7jJ 11ta11 dllle 11703 E Sprague Ave,Suite B-3 PERMIT NUMBER: Spokane Valley,WA 99206 valley (509)688-0036 FAX:(509)688-0037 PERMIT FEE: permitcenter@spokanevallev.org Community Development Plumbing Permit Application�yn Commercial X Residential SITE ADDRESS: 138.2L1 Z'-j1i ` ,E 10 '" Building Owner /1 i Name: e- l../U/7�6`� Rd City Phone: 6c -92_4_9.02 7 Fax: <jrt_/vie_ Address: 5 Bar fr r- RA Crty Lj/`et n.a fes State: Zip: Cl%0I 6 Contractor / / ) v'Gt C' Name: ( Phone: Fax: G+r'1-��T �'I 'l Address: City: State: Zip: License No: /ct'�l/`�t,tlit 022 City Business Lic: Contact/Project Ma(naager. Name:34cL G.e rl T'1++ ''O C)3Phone: ,509-95/ 4dA7 - #OF UNITS PLUMBING FIXTURE ON A TRAP TOILETS 3 URINALS TUBS 2. SHOWERS(per trap) Lay/Basins,Bar,Floor,Kitchen,Laundry,Utility,Janitor,Photo,X-ray,Food, SINKS Prep/Culinary Meat DISHWASHER I CLOTHES WASHER GARBAGE DISPOSAL WATER SOFTNER FLOOR DRAIN Area,Case,Coil,Trench,Condensate ROOF DRAIN/OVERFLOW DRAINS FOUNTAIN,DRINKING WATER PIPING/DRAIN-IN WASTE Installation,Alterations,Repair,Reversals WATER USING DEVICE Ice and/or Coffee maker,hose bib,steamer proofer,carbonator,swamp cooler 3 PRIVATE SEWAGE DISPOSAL SYSTEM WATER HEATER If Gas,See Mechanical INDUSTRIAL WASTE PRETREATEMENT INCEPTORS Including traps,vents except kitchen type grease interceptors functioning as fixture traps REPAIR OR ALTERATION Water piping,drainage or vent piping ATMOSPHERIC TYPE VACUUM BREAKER BACK FLOW PROTECTIVE DEVICE Other than atmospheric type vacuum breakers MEDICAL GAS INCEPTORS ❑CASH 0 CHECK 0 VISA ❑MC EXPIRES: Card# VIN: SIGNATURE: CURRENT FEES AVAILABLE AT:http://www.spokanevalley.orq/under the quick links for Forms,Master Fee Schedule. http://www.spokanevalley.org/uploads/Community_Development/Documents/Fortes/Building/PlumbingPermitAppl ication040309.doc 0046 # New project 0 Project � * Previous pre-app meeting 0 ' caka o ne Transmittal Plan revisions City of Spokane Valley Transmittal Date: 4401010°ValleY Community Development Wednesday,February 17,2010 Department 11703 E. Sprague Ave,Suite B3 Spokane Valley,WA 99206 Phone: 509.688.0036 Site Address: 13824 E 10TH AVE Project Number: 10000419 Parcel Number: 45224.5001 Zoning: R-3 Water District: VERA Fire District: FD 01 Applicant: C & S CONSTRUCTION Owner: C & S CO► - RUCTION O' 'OKA 525 S BARKER RD 525 S r. A RKER RD SPOKANE VALLEY WA 99016 SP• ' A NE VALLEY, WA 99016 (509) 924-9027 '0 e-mail: e-mail: ( %, ' 36 . i' Contact: C & S CONSTRUCTION Occup• t: 664.0 •-a";�'�") ,yam Q S t_n I 525 S BARKER RD e- ail: 'r t �,N-u.A , SPOKANE VALLEY WA 99016 ` {J �� 4 (509) 924-9027 l� E e-mail: c�W \� , Contractor: C & S CONSTRUCTION Arch/ .7 gineer: c'i ` s„. 1 -X0111° i 525 S BARKER RD 11/ SPOKANE VALLEY WA 99016 •` t �1 (509) 924-9027 — p all: f ei(veA ---__ Project / iro 0 y-"z..--- NEW SFR - SEWER Description: Building Landuse Engineer Utilities Health Fire Dist Assessor APPLICATION I ' CONSTRUCTION PLANE ' SITE PLANS I P TDE ' I Please send all plan review and project comments via e-mail to the highlighted individuals. Commercial/Multi-Family Plan Review Summary Permit Center Out-Processing Information PLUS Project #:10000419 Project Name: C & S Construction Site Address: 13824 E 10th Ave Project Description: Single Family Residence w/Basement Manual Valuation: o Yes s No Valuation: $ Occupancy Group: Group R-3/U-1 Type of Construction: VB Floor Area 1st floor: 1,207 sq. ft. other floors (specify each floor sq.ft.): Porch: 42 sq. ft. Basement Unf. 1,071 sq. ft. Garage: 462 sq. ft. Conditions on Permit (list): 1. Pre-construction Meeting Required ❑ Yes • No 2. 3. Other Technical Information Phased Submittal: o Yes m No Occupant load (OL) 1st Floor: other floors (specify each floor occ. load): 6.03 o.l. Assembly Only (OL for room and room location (each assembly room)): NREC Provided: ■ Envelope • Mechanical ® Electrical/Lighting Building Envelope Design (HB1848): ❑ Provided • Not required Plan Reviewer: Date: Z Z 3 O File Location: Page 1 of 1 CITY OF . . . Spokane PERMIT CENTER Project Transmittal *Valley' 11703 E Sprague Ave. Suite B-3,Spokane Valley,WA 99206 Phone: 509.688.0036 Fax: 509.688.0037= ( - , 1`-7\ Deferred Documents ❑ Provide one of the following (REQUIRED FOR ACCEPTANCE): Response to Review Comments ❑ PLUS Project#: Revisions to Application ❑ Parcel Number: L-1522.-1 .-3e_,6)1 Other (Describe Below): ❑ Site Address: 1355 2- E 1 b`L Route to (Please check all that apply): Division #of Sheets/Type of Document/#of Copies Received by: ❑ Building / VERIFIED/INITIALS / o / / / / ❑ / / o QC Check by: ❑ Development Engineering / / VERIFIED!INITIALS / / / / / / o 0 QQ>Check by: VERIFIED/INITIALS O Planningr 5 / / / / 0 / I 0 QC Check by: / VERIFIED!INITIALS ❑ SV Fire Department / / / / 0 / / 0 QC Check by: Project Contact Information: .11'cc>_, Phone: cC i `%21 -erG2.7 J1 Name: ��.��� � Email: fkcc.c ci7(.7‘ % �� ; Ct)illc6:s }. Nr...ftu% Fax: �.,; Relationship to Project: ❑ Architect 0 Engineer 0 Other Design Professional l Contractor ( Owner/Applicant NOTE: Bring all documents to the City of Spokane Valley Permit Center at 11703 E Sprague Ave—Suite B-3. We are sorry for any inconvenience, but documents brought elsewhere cannot be accepted. Effective June 10,2009 ' SPERMIT CENTER CITY OF pokane Project Transmittal .Valley'' 11703 E Sprague Ave. Suite B-3, Spokane Valley,WA99206 ` ` Phone: 509.688.0036 Fax: 509.688.0037 4 t , Deferred Documents o Provide one of the following (REQUIRED FOR ACCEPTANCE): /J Response to Review Comments PLUS Project#: Y (-�✓` Revisions to Application ❑ Parcel Number: Other (Describe Below): o Site Address: /©T4 q- !-vv re&_,0 Route to(Please check all that apply): Division #of Sheets/Type of Document/#of Copies Received by: BuildingVERIFIE / s / / / / a / / QC Check by: / VERIFIED/INITIALS ❑ Development Engineering / / / ❑ / / t7 / / Q, QC Check by: VERIFIED/INITIALS ❑ Planning / / o / / / / 0 / / QC Check by: / / VERIFIED/INITIALS 0 SV Fire Department / / a / / Q / / QC Check by: Project Contact Information: )—1 ife%4)Name: ' r ,>,Ltr� o cti� Phone: ��i 1' '"` 5/'(��v �7 Email: jt1 041-Q I79 C.) (o ill CG.��': /u (4 Fax: Relationship to Project: ❑ Architect 0 Engineer 0 Other Design Professional LI-Contractor kr Owner/Applicant NOTE: Bring all documents to the City of Spokane Valley Permit Center at 11703 E Sprague Ave—Suite B-3. We are sorry for any inconvenience, but documents brought elsewhere cannot be accepted. Effective June 10,2009 sI,r'o' • .0•0 Valley 11703 E Sprague Ave Suite B3 ♦ Spokane Valley WA 99206 509.720-5240• Fax: 509.688.0037 • cityhall®spokanevalley.org C & S Construction of Spokane 525 S. Barker Rd. Spokane Valley, WA 99016 Project Number: 10000419 Address: 13824 E. 10th Ave. Date: February 19, 2010 Dear C & S Construction of Spokane, As a result of conducting a review of the plans and documents submitted on February 17, 2010, it has been determined that additional information will be needed to verify compliance with the Washington State adoption of the 2006 International Residential Code (IRC) and WAC 51-13, Ventilation and Indoor Air Quality Code as adopted by the Spokane Valley Municipal Code (SVMC). Please provide additional details, documents and/or clarification as described below: 1. Plans indicate deletion of split-level to single main level floor plan. Front hand stacked 2 X rafters are designed for split-level and are too low for single floor plan design. Plan sheet number 3, detail AA. Please provide corrected detail plan for rafter system or to replace the proposed rafters. A roof layout plan would also provide a solution. IRC, section R106.1.1. 2. Plans call for 4 X 10 beam in detail BB, but cannot find offset with beam in foundation plan. Foundation plan calls for 2 X 10 floor joists @ 16" o.c. but cannot determine span and if they are going to terminate at intermediate wall or carry through. Plan sheet number 3. Please provide a floor layout plan showing the direction and spans of the proposed floor joists, over basement level. IRC, sections R106.1.1 and R502.3. 3. Plans show windows at kitchen corner directly connected by built-up column members in place of continuous sheathing or alternate braced panels. Plans also indicate "may require engineering." Plan sheet number 2. Please provide engineering details for the connected corner window with column support. IRC, sections R106.1 and R602.10.5. 4.) Plans do not show any footing, stem walls or intermediate footing widths, lengths or depths. Plan sheet number 1, 2 or 3. Please provide interior and exterior foundation footing and wall layout, specifying length, depth and width. IRC, sections R106.1.1 and R403. . For your convenience, I have attached to this letter the code sections cited in the list above. If you have questions or need clarification, please do not hesitate to call me at 509-720-5307 or email at nbentley@spokanevalley.org. I look forward to working with you to successfully complete the building plan review process. Thank you for your continued cooperation. Si cerely, Nik Bentley, CBO Senior Plans Examiner Cc: Project File Attachments: IRC, section R106.1, R106.1.1, R502.3 and R602.10.5. File Location: Page 2 of 2 o....:....,a. n, i .nnnnn ADMINISTRATION 3. Indicate the use and occupancy for which the proposed correction of errors in the construction documents and other work is intended. data.The building official is also authorized to prevent occu- pancy or use of a structure where in violation of this code or of 4. Be accompanied by construction documents and other information as required in Section R106.1. any other ordinances of this jurisdiction. 5. State the valuation of the proposed work. R105.5 Expiration. Every permit issued shall become invalid unless the work authorized by such permit is corn- 6. Be signed by the applicant or the applicant's authorized menced within 180 days after its issuance, or if the work agent. authorized by such permit is suspended or abandoned for a 7. Give such other data and information as required by the period of 180 days after the time the work is commenced.The building official. building official is authorized to grant,in writing,one or more extensions of time,for periods not more than 180 days each. R105.3.1 Action on application. The building official The extension shall be requested in writing and justifiable shall examine or cause to be examined applications for per cause demonstrated. mits and amendments thereto within a reasonable time after filing. If the application or the construction docu- R105.6 Suspension or revocation. The building official is ments do not conform to the requirements of pertinent authorized to suspend or revoke a permit issued under the pro- laws, the building official shall reject such application in visions of this code wherever the permit is issued in error or on writing,stating the reasons therefor.If the building official the basis of incorrect,inaccurate or incomplete information,or is satisfied that the proposed work conforms to the require- in violation of any ordinance or regulation or any of the provi- ments of this code and laws and ordinances applicable sions of this code. thereto,the building official shall issue a permit therefor as R105.7 Placement of permit. The building permit or copy soon as practicable. thereof shall be kept on the site of the work until the completion 1 R105.3.1.1 Determination of substantially improved of the project. or substantially damaged existing buildings in flood R105.8 Responsibility. It shall be the duty of every person hazard areas.For applications for reconstruction,reha who performs work for the installation or repair of building, bilitation, addition or other improvement of existing structure,electrical,gas,mechanical or plumbing systems,for buildings or structures located in an area prone to flood- which this code is applicable,to comply with this code. ing as established by Table R301.2(1),the building offi- cial shall examine or cause to be examined the construction documents and shall prepare a finding with SECTION R106 regard to the value of the proposed work.For buildings CONSTRUCTION DOCUMENTS that have sustained damage of any origin,the value of the proposed work shall include the cost to repair the build- R106.1 Submittal documents.Construction documents,spe- ing or structure to its predamage condition.If the build- cial inspection and structural observation programs and other ing official finds that the value of proposed work equals data shall be submitted in one or more sets with each applica- or exceeds 50 percent of the market value of the building tion for a permit.The construction documents shall be prepared or structure before the damage has occurred or the by a registered design professional where required by the stat- improvement is started,the finding shall be provided to utes of the jurisdiction in which the project is to be constructed. the board of appeals for a determination of substantial Where special conditions exist,the building official is autho- improvement or substantial damage.Applications deter- rized to require additional construction documents to be pre- mined by the board of appeals to constitute substantial pared by a registered design professional. improvement or substantial damage shall meet the requirements of Section R324. Exception:The building official is authorized to waive the submission of construction documents and other data not R105.3.2 Time limitation of application.An application required to be prepared by a registered design professional for a permit for any proposed work shall be deemed to have if it is found that the nature of the work applied for is such been abandoned 180 days after the date of filing unless such that reviewing of construction documents is not necessary application has been pursued in good faith or a permit has to obtain compliance with this code. been issued;except that the building official is authorized to grant one or more extensions of time for additional periods R106.1.1 Information on construction documents.Con- not exceeding 180 days each. The extension shall be struction documents shall be drawn upon suitable material. requested in writing and justifiable cause demonstrated. Electronic media documents are permitted to be submitted when approved by the building official.Construction docu- R105.4 Validity of permit.The issuance or granting of a per- ments shall be of sufficient clarity to indicate the location, mit shall not be construed to be a permit for,or an approval of, nature and extent of the work proposed and show in detail any violation of any of the provisions of this code or of any that it will conform to the provisions of this code and rele- other ordinance of the jurisdiction.Permits presuming to give vant laws,ordinances,rules and regulations,as determined authority to violate or cancel the provisions of this code or by the building official. other ordinances of the jurisdiction shall not be valid.The issu- ance of a permit based on construction documents and other R106.1.2 Manufacturer's installation instructions.Man- data shall not prevent the building official from requiring the ufacturer's installation instructions, as required by this 4 2006 INTERNATIONAL RESIDENTIAL CODE® CHAPTER 5 FLOORS SECTION R501 R502.2.1 Framing at braced wall lines. A load path for GENERAL lateral forces shall be provided between floor framing and braced wall panels located above or below a floor,as speci- R501.1 Application.The provisions of this chapter shall con- feed in Section R602.10.8. trol the design and construction of the floors for all buildings including the floors of attic spaces used to house mechanical or R502.2.2 Decks. Where supported by attachment to an plumbing fixtures and equipment. exterior wall,decks shall be positively anchored to the pri- mary structure and designed for both vertical and lateral R501.2 Requirements. Floor construction shall be capable of loads as applicable. Such attachment shall not be accom- accommodating all loads according to Section R301 and of trans- plished by the use of toenails or nails subject to withdrawal. mitting the resulting loads to the supporting structural elements. Where positive connection to the primary building structure cannot be verified during inspection, decks shall be self- supporting.For decks with cantilevered framing members, SECTION R502 connections to exterior walls or other framing members, WOOD FLOOR FRAMING shall be designed and constructed to resist uplift resulting R502.1 Identification. Load-bearing dimension lumber for from the full live load specified in Table R301.5 acting on joists,beams and girders shall be identified by a grade mark of the cantilevered portion of the deck. a lumber grading or inspection agency that has been approved R502.3 Allowable joist spans.Spans for floor joists shall be in by an accreditation body that complies with DOC PS 20.In lieu accordance with Tables R502.3.1(1) and R502.3.1(2). For of a grade mark,a certificate of inspection issued by a lumber other grades and species and for other loading conditions,refer grading or inspection agency meeting the requirements of this to the AF&PA Span Tables for Joists and Rafters. section shall be accepted. R502.3.1 Sleeping areas and attic joists. Table R502.1.1 Preservative-treated lumber.Preservative treated R502.3.1(1)shall be used to determine the maximum allow- dimension lumber shall also be identified as required by Sec- able span of floor joists that support sleeping areas and attics tion R319.1. that are accessed by means of a fixed stairway in accordance R502.1.2 Blocking and subflooring. Blocking shall be a with Section R311.5 provided that the design live load does minimum of utility grade lumber.Subflooring may be a mini- not exceed 30 psf(1.44 kPa)and the design dead load does mum of utility grade lumber or No.4 common grade boards. not exceed 20 psf(0.96 kPa).The allowable span of ceiling joists that support attics used for limited storage or no stor- R502.1.3 End-jointed lumber.Approved end-jointed lum- age shall be determined in accordance with Section R802.4. ber identified by a grade mark conforming to Section R502.1 may be used interchangeably with solid-sawn mem- R502.3.2 Other floor joists. Table R502.3.1(2) shall be bers of the same species and grade. used to determine the maximum allowable span of floor joists that support all other areas of the building,other than R502.1.4 Prefabricated wood I-joists. Structural capaci- sleeping rooms and attics,provided that the design live load ties and design provisions for prefabricated wood I-joists does not exceed 40 psf(1.92 kPa)and the design dead load ' shall be established and monitored in accordance with does not exceed 20 psf(0.96 kPa). ASTM D 5055. R502.1.5 Structural glued laminated timbers. Glued R502.3.3 Floor cantilevers. Floor cantilever spans shall not laminated timbers shall be manufactured and identified as exceed the nominal depth of the wood floor joist.Floor canti- levers constructed in accordance with Table R502.3.3(1) required in AITC A190.1 and ASTM D 3737. shall be permitted when supporting a light-frame bearing R502.1.6 Structural log members.Stress grading of struc wall and roof only. Floor cantilevers supporting an exterior tural log members of nonrectangular shape, as typically balcony are permitted to be constructed in accordance with used in log buildings,shall be in accordance with ASTM D Table R502.3.3(2). 3957.Such structural log members shall be identified by the R502.4 Joists under bearing partitions.Joists under parallel grade mark of an approved lumber grading or inspection bearing partitions shall be of adequate size to support the load. agency.In lieu of a grade mark on the material,a certificate Double joists,sized to adequately support the load,that are sep- of inspection as to species and grade issued by a lum crated to permit the installation of piping or vents shall be full ber grading or inspection agency meeting the requirements depth solid blocked with lumber not less than 2 inches(51 mm) of this section shall be permitted to be accepted. in nominal thickness spaced not more than 4 feet(1219 mm)on R502.2 Design and construction. Floors shall be designed center. Bearing partitions perpendicular to joists shall not be and constructed in accordance with the provisions of this chap- offset from supporting girders, walls or partitions more than ter, Figure R502.2 and Sections R319 and R320 or in accor- the joist depth unless such joists are of sufficient size to carry dance with AF&PA/NDS. the additional load. 2006 INTERNATIONAL RESIDENTIAL CODE® 97 • WALL CONSTRUCTION R602.10.1 Braced wall lines.Braced wall lines shall con- rad)or less than 45 degrees(0.79 rad)from the hori- sist of braced wall panel construction in accordance with zontal. Section R602.10.3. The amount and location of bracing 2. Wood boards of 5/8 inch(16 mm)net minimum thick- shall be in accordance with Table R602.10.1 and the ness applied diagonally on studs spaced a maximum amount of bracing shall be the greater of that required by of 24 inches (610 mm). Diagonal boards shall be the seismic design category or the design wind speed. attached to studs in accordance with Table R602.3(1). Braced wall panels shall begin no more than 12.5 feet (3810 mm) from each end of a braced wall line. Braced 3. Wood structural panel sheathing with a thickness not wall panels that are counted as part of a braced wall line less than 5/16 inch(8 mm)for 16-inch(406 mm)stud shall be in line,except that offsets out-of-plane of up to 4 spacing and not less than 3/8 inch(9 mm)for 24-inch feet(1219 mm) shall be permitted provided that the total (610 mm)stud spacing.Wood structural panels shall out-to-out offset dimension in any braced wall line is not be installed in accordance with Table R602.3(3). more than 8 feet(2438 mm). 4. One-half-inch (13 mm) or 25/32-inch (20 mm) thick R602.10.1.1 Spacing.Spacing of braced wall lines shall structural fiberboard sheathing applied vertically or not exceed 35 feet(10 668 mm)on center in both the lon- horizontally on studs spaced a maximum of 16 gitudinal and transverse directions in each story. inches (406 mm) on center. Structural fiberboard sheathing shall be installed in accordance with Table Exception: Spacing of braced wall lines not exceed- R602.3(1). ing 50 feet shall be permitted where: 5. Gypsum board with minimum'/2-inch(13 mm)thick- 1. The wall bracing installed equals or exceeds the ness placed on studs spaced a maximum of 24 inches amount of bracing required by Table R602.10.1 (610 mm)on center and fastened at 7 inches(178 mm) multiplied by a factor equal to the braced wall on center with the size nails specified in Table line spacing divided by 35 feet and R602.3(1)for sheathing and Table R702.3.5 for inte- 2. The length-to-width ratio for the floor or roof rior gypsum board. diaphragm does not exceed 3:1. 6. Particleboard wall sheathing panels installed in R602.10.2 Cripple wall bracing. accordance with Table R602.3(4). R602.10.2.1 Seismic design categories other than D2. 7. Portland cement plaster on studs spaced a maximum In Seismic Design Categories other than D2, cripple of 16 inches (406 mm) on center and installed in walls shall be braced with an amount and type of bracing accordance with Section R703.6. as required for the wall above in accordance with Table 8. Hardboard panel siding when installed in accordance R602.10.1 with the following modifications for cripple with Table R703.4. wall bracing: Exception: Alternate braced wall panels constructed in 1. The percent bracing amount as determined from accordance with Section R602.10.6.1 or R602.10.6.2 Table R602.10.1 shall be increased by 15 percent shall be permitted to replace any of the above methods of and braced wall panels. I 2. The wall panel spacing shall be decreased to 18 feet(5486 mm)instead of 25 feet(7620 mm). R602.10.4 Length of braced panels.For Methods 2,3,4, 6,7 and 8 above,each braced wall panel shall be at least 48 R602.10.2.2 Seismic Design Category D2. In Seismic inches (1219 mm)in length,covering a minimum of three Design Category D2, cripple walls shall be braced in stud spaces where studs are spaced 16 inches(406 mm)on accordance with Table R602.10.1. center and covering a minimum of two stud spaces where studs are spaced 24 inches(610 mm)on center.For Method R602.10.2.3 Redesignation of cripple walls. In any 5 above, each braced wall panel shall be at least 96 inches seismic design category,cripple walls are permitted to be (2438 mm)in length where applied to one face of a braced redesignated as the first story walls for purposes of deter- wall panel and at least 48 inches(1219 mm)where applied mining wall bracing requirements. If the cripple walls to both faces. are redesignated,the stories above the redesignated story Exceptions: shall be counted as the second and third stories,respec- tively. 1. Lengths of braced wall panels for continuous R602.10.3 Braced wall panel construction methods.The wood structural panel sheathing shall be in accor construction of braced wall panels shall be in accordance dance with Section R602.10.5. with one of the following methods: 2. Lengths of alternate braced wall panels shall be in accordance with Section R602.10.6.1 or Section 1. Nominal 1-inch-by-4-inch(25 mm by 102 mm)con R602.10.6.2. tinuous diagonal braces let in to the top and bottom plates and the intervening studs or approved metal R602.10.5 Continuous wood structural panel sheathing. strap devices installed in accordance with the manu- When continuous wood structural panel sheathing is pro- facturer's specifications.The let-in bracing shall be vided in accordance with Method 3 of Section R602.10.3 on placed at an angle not more than 60 degrees (1.06 all sheathable areas of all exterior walls,and interior braced 136 2006 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION wall lines,where required,including areas above and below foundation or on floor framing supported directly openings,bracing wall panel lengths shall be in accordance on a foundation which is continuous across the with Table R602.10.5. Wood structural panel sheathing entire length of the braced wall line.This founda- shall be installed at corners in accordance with Figure tion shall be reinforced with not less than one No.4 R602.10.5. The bracing amounts in Table R602.10.1 for bar top and bottom.When the continuous founda- Method 3 shall be permitted to be multiplied by a factor of tion is required to have a depth greater than 12 0.9 for wall with a maximum opening height that does not inches(305 mm),a minimum 12-inch-by-l2-inch exceed 85 percent of the wall height or a factor of 0.8 for (305 mm by 305 mm)continuous footing or turned . walls with a maximum opening height that does not exceed down slab edge is permitted at door openings in the 67 percent of the wall height. braced wall line.This continuous footing or turned R602.10.6 Alternate braced wall panel construction down slab edge shall be reinforced with not less methods.Alternate braced wall panels shall be constructed than one No.4 bar top and bottom.This reinforce- in accordance with Sections R602.10.6.1 and R602.10.6.2. ment shall be lapped 15 inches(381 mm)with the reinforcement required in the continuous founda- R602.10.6.1 Alternate braced wall panels. Alternate tion located directly under the braced wall line. braced wall lines constructed in accordance with one of the 2. In the first story of two-story buildings, each following provisions shall be permitted to replace each 4 braced wall panel shall be in accordance with Item feet(1219 mm)of braced wall panel as required by Section 1 above, except that the wood structural panel R602.10.4.The maximum height and minimum width of sheathing shall be installed on both faces,sheath each panel shall be in accordance with Table R602.10.6: ing edge nailing spacing shall not exceed 4 inches 1. In one-story buildings, each panel shall be (102 mm) on center, at least three anchor bolts sheathed on one face with 3/8-inch-mini- shall be placed at one-fifth points. mum thickness (10 mm) wood structural panel R602.10.6.2 Alternate braced wall panel adjacent to a sheathing nailed with 8d common or galvanized door or window opening.Alternate braced wall panels box nails in accordance with Table R602.3(1)and constructed in accordance with one of the following pro- blocked at all wood structural panel sheathing visions are also permitted to replace each 4 feet (1219 edges. Two anchor bolts installed in accordance mm) of braced wall panel as required by Section with Figure R403.1(1) shall be provided in each R602.10.4 for use adjacent to a window or door opening panel.Anchor bolts shall be placed at panel quarter with a full-length header: points.Each panel end stud shall have a tie-down device fastened to the foundation,capable of pro- viding one-story an uplift capacity in accordance with Table length of not less than 16 inches (406 min) and a R602.10.6.The tie down device shall be installed height of not more than 10 feet(3048 mm).Each in accordance with the manufacturer's recommen- panel shall be sheathed on one face with a single dations.The panels shall be supported directly on a layer of 3/8-inch-minimum-thickness (10 mm) TABLE R602.10.5 LENGTH REQUIREMENTS FOR BRACED WALL PANELS IN A CONTINUOUSLY SHEATHED WALLa,b,c MINIMUM LENGTH OF BRACED WALL PANEL (inches) MAXIMUM OPENING HEIGHT NEXT TO THE BRACED WALL PANEL 8-foot wall 9-foot wall 10-foot wall (%of wall height) 4854 60 100 32 36 40 85 24 27 30 65 For SI: 1 inch=25.4 mm,1 foot=305 mm,1 pound per square foot=0.0479 kPa. a. Linear interpolation shall be permitted. b. Full-height sheathed wall segments to either side of garage openings that support light frame roofs only,with roof covering dead loads of 3 psf or less shall be per- mitted to have a 4:1 aspect ratio. I c. Walls on either or both sides of openings in garages attached to fully sheathed dwellings shall be permitted to be built in accordance with Section R602.10.6.2 and Figure R602.10.6.2 except that a single bottom plate shall be permitted and two anchor bolts shall be placed at 1/3 points.In addition,tie-down devices shall not be required and the vertical wall segment shall have a maximum 6:1 height-to-width ratio(with height being measured from top of header to the bottom of the sill plate).This option shall be permitted for the first story of two-story applications in Seismic Design Categories A through C. 138 2006 INTERNATIONAL RESIDENTIAL CODE® • FOUNDATFONS repeated brushing, dipping or soaking until the wood TABLE R403.1 MINIMUM WIDTH OF CONCRETE OR absorbs no more preservative. MASONRY FOOTINGS R402.2 Concrete. Concrete shall have a minimum specified (inches)e Icompressive strength of f:,as shown in Table R402.2. Con- LOAD-BEARING VALUE OF SOIL(psf) crete subject to moderate or severe weathering as indicated in 1,500 2,000 3,000 >_4,000 Table R301.2(1) shall be air entrained as specified in Table Conventional light—frame construction R402.2.The maximum weight of fly ash,other pozzolans,sil- ica fume,slag or blended cements that is included in concrete mixtures for garage floor slabs and for exterior porches,carport 2-story 15 12 12 12 slabs and steps that will be exposed to deicing chemicals shall 3-story 23 17 12 12 not exceed the percentages of the total weight of cementitious 4-inch brick veneer over light frame or 8-inch hollow concrete masonry I materials specified in Section 4.2.3 of ACI 318.Materials used to produce concrete and testing thereof shall comply with the 1-story 12 12 12 12 applicable standards listed in Chapter 3 of ACI 318. 2-story 21 16 12 12 R402.3 Precast concrete.Approved precast concrete founda- 3-story 32 24 16 12 tions shall be designed and installed in accordance with the 8-inch solid or fully grouted masonry provisions of this code and the manufacturer's installation 1-story 16 12 12 12 instructions. 2-story 29 21 14 12 3-story 42 32 21 16 SECTION R403 FOOTINGS For SI: 1 inch=25.4 mm,1 pound per square foot=0.0479kPa. a. Where minimum footing width is 12 inches,use of a single wythe of solid or R403.1 General.All exterior walls shall be supported on con- fully grouted 12-inch nominal concrete masonry units is permitted. tinuous solid or fully grouted masonry or concrete footings, wood foundations,or other approved structural systems which R403.1.1 Minimum size.Minimum sizes for concrete and shall be of sufficient design to accommodate all loads accord- masonry footings shall be as set forth in Table R403.1 and ing to Section R301 and to transmit the resulting loads to the Figure R403.1(1).The footing width,W,shall be based on soil within the limitations as determined from the character of the load-bearing value of the soil in accordance with Table the soil. Footings shall be supported on undisturbed natural R401.4.1. Spread footings shall be at least 6 inches (152 soils or engineered fill. mm)thick.Footing projections,P,shall be at least 2 inches TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED COMPRESSIVE STRENGTHa(f'e) Weathering Potential° TYPE OR LOCATION OF CONCRETE CONSTRUCTION Negligible Moderate Severe Basement walls,foundations and other concrete not 2,500 2,500 2,500c exposed to the weather Basement slabs and interior slabs on grade,except 2,500 2,500 2,500° garage floor slabs Basement walls,foundation walls,exterior walls and 2,500 3,000d 3,000d other vertical concrete work exposed to the weather Porches,carport slabs and steps exposed to the weather, 2,500 3,000d,e,f 3,500d.e,f and garage floor slabs For SI: 1 pound per square inch=6.895 kPa. a. Strength at 28 days psi. b. See Table R301.2(1)for weathering potential. c. Concrete in these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete in accordance with Footnote d. d. Concrete shall be air-entrained.Total air content(percent by volume of concrete)shall be not less than 5 percent or more than 7 percent. e. See Section R402.2 for maximum cementitious materials content. I f. For garage floors with a steel troweled finish,reduction of the total air content(percent by volume of concrete)to not less than 3 percent is permitted if the specified compressive strength of the concrete is increased to not less than 4,000 psi. fib 2006 INTERNATIONAL RESIDENTIAL CODE@ For City Use Only CITY OF jo1iane PLUS Project Number 1,_ - � / Project Address �'. :� r '•, f Valley® 11703 E Sprague Ave Suite B-3 • Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 ♦ permitcenter®spokanevalley.org As part of our on-going commitment to customer� service during the review process of your project application, we are providing you with a TARGET DATE for the initial technical application review. If for any reason we cannot meet this date, we will contact you with a revised target date. Your application review TARGET DATE is % it The TARGET DATE is the date we estimate your project application will have had its initial technical review. It is not the date for approval or permit issuance. Tips for a Smoother Project Application Review D Submit complete, accurate plans and documents. Extra time may be required for re-submittals as project application reviewers work on multiple applications and it may be several days before they can look at your new or revised information. D Designate a specific contact person to communicate with the City. While the person designated as the applicant's contact person with the City can be changed, one individual with the expertise for dealing with reviewer comments would be the best choice for the entire review process. D Call staff regarding the status of your project only after the target date shown at the top of the page. Although you should be contacted on or by the target date,please feel free to contact us if you haven't heard from us by your target date. Staff may contact you before the target date if the initial review is complete. By following this procedure,you will save time and allow the reviewers to complete the work more expeditiously. Steps in the Permit Process 1. Counter Complete. Your application has been accepted as counter complete. This means all of the required documents, as indicated on your Pre-Application Checklist have been submitted or have been approved for deferred submittal. This does not prevent technical staff from requesting additional information as a result of their technical review. 2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free from substantive flaws that would prevent technical staff from completing the technical review once it is started. When this step is complete, your application will be routed to the appropriate staff and remain in their review queue until it comes up for review. 3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff for compliance review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by phone, fax, email, or mail by your TARGET DATE once the initial technical compliance review is complete. 4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re- submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections of the application are received, a Permit Specialist will process the application and contact the person specified on your application for permit pick-up. Information regarding fees and pre-construction meetings (if required) will be provided by the Permit Specialist at that time. WHITE—APPLICANT PINK—BUILDING FILE REV 9/07 4 I 3 ' I 2 I 1 I I C 6 FOOT UTILITY EASEMENT I 1 30' 2 (3 ---1'489'39'33"W 312.00'--- FENCE ON - I 1'4 89'39'33"W 1310.00'- -r PROPERTY_LINO � - --.. I - - ---:-- x81.59' xo x 130 41' x I `i� 140.00 P i 98.00' SEWER &ARCEL B 2- I 32' UTILITY co 0 6 DEDICAT10No� w EASEMENT N 11,998SQ.FT. I0. FENCE .5' W OF ao- \ o a) 10' UTILITY Irn I PROPERTY UNE b 0 14,632SQ.FT. 1.0.4. �\ oo EASEMENT_ I I 3 40.00 0' 4 o�14,369SQ.FT �1 I I 1 I _�w o 5' � ,� 130.41' L„I I I D w z 10_- 1 S89'39'33"E I-'�1 I N 7 I a o Q ;1:).z �= loo i I o l b _ w (vl, lrn loo w la;120_10- .S-- L-1 of ��6 12,816 SQ. FT. ico I c0 I FE. NLc) M �� -2 °' . C�� I I Q C - - - - C_6 4• 4 I---- ---- p -47 44: • C-2 0 55.87' o C I ' r p }.--- C7 - S8955'02"E oZ oL8:01 56.02' •I oo m w ---- M Q =ENCS .5' W OF 3 to ID P-J to 2rn 1 0 DROPERTY UNE ) 20,686SQ.FT. p ai 10,097SQ.FT. co 1 I I ,.ri �P a N o �'10,224SQ.FT. Io -I44 W L I QF �� PARCEL A z t- EASEMENT 102°I I L5 h� 2' 4 r DEDICATI N r 2' ,_L-4 136.20'I 136.20' 0 83.90' 0 89.90' L / I W �� -- N89'39'33"W 310.00' -- .2 , 1 I --- N 89'39'33"W 312.00'--- I I CURVE TABLE Cr1 C-2 C-3 C-4 C-5 C-6 RADIUS 30.00 242.17 242.17 287.00 287.00 268.00 LENGTH 47.12' 44.65 60.74' 25.85' 97.76' 115.42' TANGENT 30.00 22.39' 30.53' 12.93' 49.36' 58.62' DELTA 90' 10'33'46" 14'2214 5'09'35" 19'30'56" 24'40'31" CURVE TABLE - .,l ei C-7 C-8 C-9 C-10 C-11 C-12 I � h RADIUS 261.17' 30.00 280.17' 280.17' 280.17' 249.00 '' LENGTH 113.65' 47.12' 3.88 85.40' 32.63' 107.24' , _ __. TANGENT 57.74' 30.00 1.94' 43.04' 16.33' 54.46' i I2 f 11 �__T,,,.._._-..� DELTA 24'56'00" 90' 00'47'40" 17'27'56" 6'40'24" 24'40'31" . ).-- t A 1 A---- A 1, , Lot #1 10,224 sgft - „\\K_____)....„ ci Eli $ o YL • 16' Iv*, N., czy446 c14- -- -...... c ! w `' Q a_ \ . \ ill0 w 1 p � E j w .T, 0 _AC \ `1 V . -\\\, . , 4.57 i , ,� • 4' Za iia '_.. . o• 13' corder asmen � r i r v } Parce \ 45224.5001 .. 3824 2. 10tF-H < > FR .k .. '' v ., --- 10th Ave. (5019- (P-tato Li 0 • , . . ......,, )1.- ' 10-wol-161 A A- A Lot #1 10,224 sqft 8 Yi ice` 7 '" c -------- \ a) \ - )14, \ °' y cad E \ S 5 )1k r A ___. r 13` Border Easment I r _ _ , „. ' rr r____._ ......____.,, vp Paan # 4522.4°5001 1 3824 L. 10th --0[ > F 3 .. 1.1 . r, ;-.. ) t b .O_c l_ •. ___. 10th Ave. . , ....,,, )....- V -r- -r- AA--, A r Lot #1 Future 10,224 sqft 241x.,1'x121 72 sqft. V ' z k \ Y ,...,,, . 0 0 " , \\*I1LrY \ " 0 › L.., ..„ : \ - , ,, , ,i Y ,/- \ , `I Pa rcel# 45224.5001 1— 13824 0. 10th , ' ,.::: . ' - ' ,, • . l':-,, 10th AveF'-;;,i: . ' /0 IT.(In . •. , -L., - - •„,li,r-.___'-'--. .-" . .. . _ - --)-` ) ' (0Y\(] RECEIVED -. FEB 11 2010 `1 > DEwareIf VALL� PART 00 MUN1TY D EL 4 A A Lot #1 Future 10,224 sqft 241x0012' , \ 1 I , 72.0 sqft. 1, V S c I 04 4 () r j� _ _ L. a) w I `< > / f \ '\ 1'S/ \ / j \�� 1 ,____,___Iri �: — ID ub1-1.: ____ -:4'Au-k71\L— — \ ,,,, \ "‘,,,, \ , .__ ..__ 7s,– , / i D: 1Y1;re ,- '4- sse-fc-k- 47, ) , / Parcel 45224.5001 < > / 13824#E. 1 0th �� i / f gr.,as 0, / 10th Ave. -9- -� o' L