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2006, 12-08 Permit App 06004729 Residence
Project Number: 06004729 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: SFR-SEWER Setbacks: Front 20 Left: 7 Right: 7 Rear: 76 Site Information: Plat Key: Name: Range Date: 12/8/2006 Page 1 of 3 Contact: COMMAND CONSTRUCTION LLC Address: PO BOX 664 C - S - Z: LIBERTY LAKE WA 99019 Phone: (509) 926-6389 Group Name: Project Name - District: Sout Parcel Number: 35232.9113 SiteAddress: 4819 E 6TH AVE Location:: CSV Block: Zoning: UR-3.5 Urban Residential 3.5 Water District: 003 CARNHOPE Area: .14 Acres Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: ;=Tz-y,*;�-""„ Lot: Owner: Name: BARRY, B E & B J Address: 2662 E 33RD AVE SPOKANE, WA 99223- Hold: ❑ Review Building Plan Review Released By: Driveway/Approach Originally Released: 12/6/2006 By: TMELBOU Released By: Originally Released: 12/8/2006 By: jlmain Landuse/Zoning/HE Conditions Permits: Released By: Originally Released: 12/8/2006 By: cjjanssen Operator: jmm Printed By: jmm Print Date: 12/8/2006 Project Number: 06004729 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: COMMAND CONSTRUCTION Address: 5503 E BROADWAY SPOKANE VALLEY WA 99212 Item Description APPROACH-CONST IN ROW Contractor: COMMAND CONSTRUCTION Address: 5503 E BROADWAY SPOKANE VALLEY WA 99212 Description Grp Type Notes 1&2 FAMILY R-3 VB 2ND FLOOR R-3 VB DECK OPEN R-3 VB GARAGE U-1 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Units 1 Approach Date: 12/8/2006 Page 2 of 3 Firm: COMMAND CONSTRUCTION LL Phone: (509) 531-3909 Unit Desc NUMBER OF Permit Total Fees: Building Permit Fee Amount $50.00 $50.00 Firm: COMMAND CONSTRUCTION LL Phone: (509) 531-3909 This Application: Total Project: Se Ft Valuation Sq Ft Valuation 650 $56,140.50 650 $56,140.50 744 $55,561.92 744 $55,561.92 80 $1,200.00 80 $1,200.00 365 $6,935.00 365 $6,935.00 Totals: 1,839 $119,837.42 1,839 $119,837.42 Contractor: COMMAND CONSTRUCTION Address: 5503 E BROADWAY SPOKANE VALLEY WA 99212 Item Description DUCT SYSTEMS GAS PIPING VENTILATING FANS CLOTHES DRYER RANGE Units 1 1 1 Unit Desc SELECT SELECT SELECT Fee Amount $1,105.75 $4.50 $442.30 Permit Total Fees: $1,552.55 Mechanical Permit Firm: COMMAND CONSTRUCTION LL Phone: (509) 531-3909 Units Unit Desc 1 NUMBER OF 4 # OF UNITS 3 NUMBER OF 1 NUMBER OF 1 NUMBER OF Operator: jmm Printed By: jmm Permit Total Fees: Print Date: Fee Amount $10.00 $4.00 $30.00 $10.00 $10.00 $64.00 12/8/2006 Project Number: 06004729 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: COMMAND CONSTRUCTION Address: 5503 E BROADWAY SPOKANE VALLEY WA 99212 Item Description TOILETS/BIDETS SINKS SHOWERS DISH WASHERS CLOTHES WASHER MISCELLANEOUS FIXTURES Payment Summary: ;,;..;-, Permit Type Approach Building Permit Mechanical Permit Plumbing Permit Plumbing Permit Units 2 3 2 1 1 3 Fee Amount $50.00 $1,552.55 $64.00 $72.00 Date: 12/8/2006 Page 3 of 3 Firm: COMMAND CONSTRUCTION LL Phone: (509) 531-3909 Unit Desc NUMBER OF NUMBER OF NUMBER OF NUMBER OF NUMBER OF NUMBER OF Permit Total Fees: Invoice Amount $50.00 $1,552.55 $64.00 $72.00 Fee Amount $12.00 $18.00 $12.00 $6.00 $6.00 $18.00 Amount Paid $0.00 $0.00 $0.00 $0.00 $72.00 Amount Owing $50.00 $1,552.55 $64.00 $72.00 $1,738.55 $1,738.55 $0.00 $1,738.55 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: jmm Print Date: 12/8/2006 Project Number: 06004729 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: SFR-SEWER Setbacks: Front 20 Left: 7 Right: 7 Rear: 76 Site Information: Plat Key: Name: Range Date: 12/5/2006 Page 1 of 3 Contact: COMMAND CONSTRUCTION LLC Address: PO BOX 664 C - S - Z: LIBERTY LAKE WA 99019 Phone: (509) 926-6389 Group Name: Project Name: District: Sout Parcel Number: 35232.9113 SiteAddress: 4819 E 6TH AVE Location:: CSV Block: Zoning: UR-3.5 Urban Residential 3.5 Water District: 003 CARNHOPE Area: .14 Acres Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Lot: Owner: Name: BARRY, B E & B J Address: 2662 E 33RD AVE SPOKANE, WA 99223- Review Information: Hold: ❑ Review Building Plan Review Released By: T7(J 2— Driveway/Approach Released By: Landuse/Zoning/HE Conditions Permits: Released By: C‘r/tAAL,(A' l 2)gL iA% Approach Contractor: COMMAND CONSTRUCTION Firm: COMMAND CONSTRUCTION LL Address: 5503 E BROADWAY Phone: (509) 531-3909 SPOKANE VALLEY WA 99212 hem Description Units Unit Desc Fee Amount APPROACH-CONST IN ROW 1 NUMBER OF $50.00 Permit Total Fees: $50.00 Operator: jmm Printed By: jmm Print Date: 12/5/2006 Project Number: 06004729 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Inv: 1 Contractor: COMMAND CONSTRUCTION Address: 5503 E BROADWAY Phone: (509) 531-3909 SPOKANE VALLEY WA 99212 Building Permit Date: 12/5/2006 Page 2 of 3 Description Grp Type 1&2 FAMILY R-3 VB 2ND FLOOR R-3 VB DECK OPEN R-3 VB GARAGE U-1 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Notes Firm: COMMAND CONSTRUCTION LL This Application: Total Project: Sq Ft Valuation So Ft Valuation 750 $64,777.50 750 $64,777.50 750 $56,010.00 750 $56,010.00 80 $1,200.00 80 $1,200.00 250 $4,750.00 250 $4,750.00 Totals: 1,830 $126,737.50 1,830 $126,737.50 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Mechanical Permit Fee Amount $1,144.95 $4.50 $457.98 $1,607.43 Contractor: COMMAND CONSTRUCTION Firm: COMMAND CONSTRUCTION LL Address: 5503 E BROADWAY Phone: (509) 531-3909 SPOKANE VALLEY WA 99212 Item Description DUCT SYSTEMS GAS PIPING VENTILATING FANS CLOTHES DRYER RANGE Contractor: COMMAND CONSTRUCTION Address: 5503 E BROADWAY SPOKANE VALLEY WA 99212 Item Description TOILETSBIDETS SINKS SHOWERS DISH WASHERS CLOTHES WASHER MISCELLANEOUS FIXTURES Units Unit Desc 1 NUMBER OF 4 # OF UNITS 3 NUMBER OF 1 NUMBER OF 1 NUMBER OF Fee Amount $10.00 $4.00 $30.00 $10.00 $10.00 Permit Total Fees: $64.00 Plumbing Permit Units 2 3 2 1 1 3 Operator: jmm Printed By: jmm Firm: COMMAND CONSTRUCTION LL Phone: (509) 531-3909 Unit Desc NUMBER OF NUMBER OF NUMBER OF NUMBER OF NUMBER OF NUMBER OF Permit Total Fees: Print Date: Fee Amount $12.00 $18.00 $12.00 $6.00 $6.00 $18.00 $72.00 12/5/2006 Project Number: 06004729 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Payment Summary: Permit Type Approach Building Permit Mechanical Permit Plumbing Permit Inv: 1 Fee Amount $50.00 $1,607.43 $64.00 $72.00 Invoice Amount $50.00 $1,607.43 $64.00 $72.00 Amount Paid $0.00 $0.00 $0.00 $0.00 Date: 12/5/2006 Page 3 of 3 Amount Owing $50.00 $1,607.43 $64.00 $72.00 $1,793.43 $1,793.43 $0.00 $1,793.43 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: jmm Print Date: 12/5/2006 ASSESSORS PARCEL NO: 3S 34 Skane Permit Cente, IEC i�1:�/ E po°`11707 E Sprague Ave, Suitd Spokane Valley, WA 99206' DEC 0 5jValley (509)688-0036 FAX: (509)688�-0037 Community Development www.spokanevalley.orm V Residential Construction Permit Application PERMIT NUMBER:' PERMIT FEE: 4.New Construction n Accessory Bldg Addition/Remodel Deck Other: SITE ADDRESS % t ct . &114 6?kct�1 C \J A-cLe j s A . 1 l 3 LEGAL DESCRIPTION: 23 ZS 43 W `'t S FT a F e t e o i^ T fir Building Owner: 8 Rae, r Ci A R. R. Name: 5 R e. g ..3... B p, ?... - Address: 2 Lh a a. 33 eo Ave_ - City: SPokAtoty . State: Zip: Q42 2: Phone:SEA- ci26-b313q 535 - 5SbLfFax:StA Contact Person t✓a„,y,,,,,a t.(_c. Name: C-1;3,9-`-e STD Lev Phone: SbQ- QQ\-f2((Q� Describe the scope of work in detail: ire u,) Contractor: :- -- L G c Name: Gtve2v l #tl i L-'. Address: �` O Sax t 6 City: L-( Qe try 'j L K , State: LA Zip qQ 019 Phone: Fax: 5I.q-12- -43$9 `kZG- 63gct C tractor Lic No: 8Exp Date: lZ 1,.7._. d---I City Business Lic. No: t::)S 3(14 004P$ Cost of Project: $ I ool oao a0 2 - s To (Le Re S. 1. e1-ic L- --- **************The followin MUST be complete: (write N/A if not applicable)**** d * *�*********** # OF STORIES: 2 TOTA AB(TABLE SPACE: k SOo s©-.f+- HEIGHT TO PEEAK : DIMENSIONS: MAIN FLOOR TO SQ. FTG: "7 Sa Sc - . 2NU FLOOR SQ. FTG: r7 57 sta. CA - UNFIN BASEM FjT SQ. FTG: K'� sLizta o R.a E_ IMPERVIOUS SURFACE AREA: ? . FINISHED BAS MENT SQ. FTG: N A. • GARAGE SQ. FTG' �.SoSQ AL - DECK/COV. PATIO SQ. FTG: QD So, -*'. 30% SLOPES ON PROPERTY: # OF BEDROO S: .3 CONSTRUCTION TYPE: RE --St eN-r•at_ HEAT SOURCE: C .k5 SEWER OR SEPTIC? sewer . 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 or•inances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application ca •etirocessed. Signatur- Date 0 2 5 D AdinA Method of Payment: 0 Cash heck ■ Mastercard 0 VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 _ I \� Permit Center Spokane 11707 E Sprague Ave Suite 106 ally Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 Community Development www.spokanevallev.org Mechanical Permit Application [ Commercial 1i PERMIT NUMBER: PERMIT FEE: Residential SITE ADDRESS: 4 %1 ck E . lokh' ST. SQb\tp s3 c. V alley uJR • Building Owner `.-eves r_S • 1o1'+ese'Y - - Name: eaes . j-. bas.). Phone: sock.- 53s-5-SDgf Fax: 534 tz , -� % 3 aR Address: askii. C . 33 Q_T pa, - City: SPr&Lcea ise -- State: l.►s:, . Zip: 4Q L Z3 Contractor C-tsiM..M..If.tJ.-\ •• c' ?s'T u.r Name: C..7 me,.Y S-e ca.tl 4 Lfise Phone: Sag 9'% L - a i ct Fax: s et qv. -6 3 2A Address: g.0. ik�tG 6Ea SCf City: Lt%epr Y L k State: wise Zip: cros 0I I License No: CAV‘k sr.. aaL 4n /1 s City Business Lic: p5 3l4 cob Contact .: BAMfe. is 5 A emus - Name: Phone: 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 DESCRIPTION OF WORK # OF UNITS FUEL BURNING APPLIANCE FUEL BURNING APPLIANCE UNLISTED APPLIANCE (Additional Fee) UNLISTED APPLIANCE (Additional Fee) USED APPLIANCE (WSEC min. AFUE rating) USED APPLIANCE (WSEC min. AFUE rating) BOILER/REFRIGERATION BOILER/REFRIGERATION BOILER/REFRIGERATION BOILER/REFRIGERATION BOILER/REFRIGERATION Equal to or less than 100,000 More than 100.000 Equal to or less than 400,000 More than 400,000 Equal to or less than 400,000 More than 400,000 1- 100M BTU 101 - 500M BTU X X X X X x X X $12.00 $15.00 $50.00 $100.00 $50.00 $100.00 $12.00 $20.00 501-1,000M BTU X 825.00 GAS LOG, GAS INSERT, GAS FIREPLACE RANGE DRYER FUEL BURNING WATER HEATER MISC. FUEL BURNING APPLIANCE GAS PIPING (each outlet) DUCT SYSTEMS VENTILATING FANS AIR HANDLER (DOES NOT include ducting) AIR HANDLER (DOES NOT include ducting) EVAPORATIVE COOLERS TYPE I HOOD TYPE II HOOD 1.001 - 1,750M BTU More than 1,750M BTU Equal to or less than 10,000 CFM Greater than 10.000 CFM 1 T 1 X X X X X X X X X x X X X X X $35.00 $60.00 $10.00 $10.00 $10.00 $10.00 $10.00 $1.00 $10.00 $10.00 $12.00 $15.00 $10.00 $50.00 $10.00 Q• Oo % , 00 .6a 3D. HEAT PUMP/AIR CONDITIONER AIR CONDITIONER AIR CONDITIONER AIR CONDITIONER AIR CONDITIONER 0-3 TON 3-15 TON X X $12.00 $20.00 15-30 TON X $25.00 30-50 TON X $35.00 More than 50 TON X $60.00 LPG STORAGE TANK X $10.00 WOOD OR PELLET STOVE/INSERT WOOD STOVE - FREE STANDING REPAIR & ADDITIONS X x X $10.00 $25.00 $15.00 VENTILATION SYSTEMS X $12.00 VENTILATION MECHANICAL EXHAUST INCINERATOR - RESIDENCE INCINERATOR - COMMERCIAL METHOD OF PAYMENT: OCASH pr.CHECK ❑ VISA 0 CARD t. AUTHORIZED SIGNATURE: REVISED 8/26/05 EXPIRES: VIN: X X X SUBTOTAL $12.00 $19.00 $22.00 PROCESSING FEE TOTAL PERMIT FEE DUE: • t T, trV $35.00 9 9. °O S ucz.1rj �e:rerIN ck Permit Center .. 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 Community Development wwwsvokanevallev.org Plumbing Permit Application [ MTh ADDRESS: 442,14:t ITN ST• PERMIT NUMBER: PERMIT FEE: Commercial Residential 'j POkANE- JALt_tot-k usP • Building Owner e, pi 3 3. Q At. '?. Name: et:RZ S, $RQ.St.,`e . Fax: - 4�319 Phone: stA_ s.3C' Ssby 'Sb9 - 9Z6 Address: Z47.6 z E. 35 ea) Dive__ City: SP o kc on.:P_..' State: w41, • Zip: 9 tT Z a. Contractor LLC , s``� /^EMTS Name: -M.taas ,I.0 ospy 1--Le _ Co"Ts. Phone: sta ant _ez.3c? Fax: �q_ q Gp '.. 3 b / Address: t C). g6 C (o( ce City: (lsce.—cy I <. State: 0044 ' Zip: C TO/Cr License No: CA µ YIA.tz,CIA 5-nR 4 City Business Lie: e5 3144 M O C.Q, Contact Cnoces? STAwsi_v_ye� Name: d ye S- cc st C Phone: S� t cr c _ 4 c 6 I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 DESCRIPTION OF WORK TOILETS # OF UNITS X COST = TOTAL AMOUNT WATER CLOSET, BIDETS X $6.00 URINALS TUBS X $6.00 X $6.00 SHOWERS (PER TRAP) SINKS DISHWASHER BATH, STALL, ON -SITE BUILT LAVS/BASINS, BAR, FLOOR, KITCHEN, LAUNDRY, UTILITY, JANITOR, PHOTO, X-RAY, FOOD, PREP/CULINARY MEAT 2 3 x X X $6.00 $6.00 $6.00 t CLOTHES WASHER t X $6.00 f0 049 GARBAGE DISPOSAL WATER SOFTENER X X $6.00 $6.00 ELECTRIC HOT WATER TANK FLOOR DRAINS ROOF DRAINS/OVERFLOW DRAINS FOUNTAINS. DRINKING WATER PIPING/DRAIN-IN WASTE, VENT, PLUMBING, REVERSAL SEWAGE EJECTOR <NOTE: IF GAS. SEE MECHANICAL ' AREA, CASE, COIL. TRENCH, CONDENSATE NSTALLATION, ALTERATION, REPAIR, REVERSALS GRINDER. SUMP PUMP X X X X X X $6.00 $6.00 $6.00 $6.00 $6.00 $6.00 WATER USING DEVICE CROSS CONNECTION DEVICE INTERCEPTORS MEDICAL GAS (per outlet) MISCELLANEOUS PLUMBING FIXTURE PRIVATE SEWAGE DISPOSAL/SYS INDUSTRIAL WASTE INTERCEPTOR METHOD OF PAYMENT: OCASH CHECK 0 VISA 0 MC Card# AUTHORIZED SIGNA REVISED 826/05 ICE AN/OR COFFEE MAKER, HOSE BIB, STEAMER PROOFER, CARBONATOR, SWAMP COOLER VACUUM BREAKER, CHECK VALVE, AND R.P.B.P.D. FOR: VATS, TANKS, BOILERS GREASE TRAP, SAND TRAP, CHEMICAL HOLDING TANK NITROUS, OXYGEN EXPIRES: VIN: 3 X X X X X X X $6.00 $6.00 $6.00 $6.00 $6.00 $20.00 $15.00 SUBTOTAL Lg.•'e PROCESSING FEE TOTAL PERMIT FEE DUE: $35.00 Seals Sp"kannee 41 .FValley Community Development Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www.spokanevallev.org Approach Permit Application PERMIT NUMBER: PERMIT FEE: PROJECT ADDRESS CEO \S E . 641^ 3-1- • 3 Poke st. AAA START DATE be . l \ `0 (P ANTICIPATED COMPLETION DATE Alpert Building Owner Baez S. sp,itay . Contractor: �' .Jf t„� Ca, ST G C. C.. c. Name: 5 poza, 5' _ gabee,,e . Name: 6,442- f ST Pct) LaJ J . t Address: 2(0b2_, e. 33 ¢,D PM t.. Address: 2 0, gb`F a.4C City: S%t%l t,PNr rt - State: I , Zip: q9 n2, City. LA 2:C2T') 'LK . State: to . Zip: 990 1 C Phone: e5bel-535"--Sc"1> Far cZet -cat—IDS Cei Phone:e t—etv.-43cc? SS9_ 926-63 g Contact Person � S tfL%J� . �y CAt pFax: Contractor Lich yt aCL g5lrgbate: 1.2 k t 2. ( 6 7 Name: ,t.se.—tprw,R$tr) City Business Lic. No: 0.5 3l t+ es O 6 Q Phone: 5793,— cic I —a..t le ct PROJECT DESCRIPTION (Provide site sketch) Residential Driveway , Existing Curb & Gutter Culvert Installation Other Conditions Commercial/Industrial Driveway Rural Road Section Sidewalk Repair/Construction Bond/Insurance certification must be on file with the city. DISCLAIMER The peunittee verifies, acknowledges and agrees by their signatures 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 Aavt4t Method of Payment. 0 Cash Check Bankcard #: Authorized Signature: REVISED $9N6 ❑ Mastercard Date t Z t S/ OceD ❑ VISA Expires: VIN#: 35232.9113 BARRYBE&BJ 4819 E 6TH AVE,SPOKANE,WA,USA 191 ADMINISTRATIVE INFORMATION PARCEL NUMBER 35232.9113 Parent Parcel Number Property Address 4819 E 6TH AVE,SPORANE,WA,USA Neighborhood 423540 EASED: PLAT - EASTW00D AND OTH Property Class 191 1- Undeveloped land TAXING DISTRICT INFORMATION Jurisdiction Area Corporation Routing Number 011 001 USA 4 Site Description Topography: Public Utilities: Street or Road: Neighborhood: Zoning: Legal Acres: 0.0000 Land Type OWNERSHIP BARRY B E & B J 2662 E 33RD AVE,SPOKANE,WA, 99223-, ELK, WA 99009-9703 AGRICULTURAL Printed 03/09/2006 card No. 1 of 1 TRANSFER OF OWNERSHIP Date 04/13/1984 06/20/1978 06/30/1977 05/13/1976 VALUATION RECORD Bk/Pg: 8428, 9449 $14000 Bk/Pg: 7818, 5208 $16000 Bk/Pg: 7715, 9555 $12268 Bk/Pg: 7613, 3948 $11000 Assessment Year Reason for Change 01/01/1996 01/01/1997 01/01/1998 05/15/1999 05/21/1999 01/01/200 08/21/2002 Reval Reval Reval Reval Reval Ascend Asm Reval VALUATION L Posted True Ta,B T VALUATION L Assessed Value B T 0 25700 25700 9800 25700 35500 Rating Measured Soil ID Acreage Actual Effective Frontage Frontage Effective Depth 0 26400 26400 9800 26400 36200 0 24800 24800 9800 24800 34600 0 0 0 9800 0 9800 0 0 0 9800 0 9800 LAND DATA AND CALCULATIONS Table Prod. Factor -or- Depth Factor -or- Base Adjusted Extended Square Feet Rate Rate Value 9800 0 9800 9800 0 9800 Influence Factor 9830 0 9830 0 0 0 Value 1 Standard Lot #1 FBOO: Field Book# 00114 RGE IMP: .14 Supplemental Cards MEASURED ACREAGE 7500.00 7500.00 7500 0 31% Supplemental Cards TRUE TAX VALUE 9830 9830 Supplemental Cards TOTAL LAND VALUE Thursday, Mar 09, 2006 07:32 AM 2.9127 :00 100 2.9049 c). 100 137.00 67.43 2.9048 100 cc 2.9126 be r�+ 32 57 45 60 t1 2.911 r r 2.91.14 L 356.12 25 / 45 ' 60 m 154.71 130 2.9111 130 ewQte��►�1� ° AVH; Roo- g .11.65 190 Thursday, Mar 09, 2006 07:28 AM Parcel: 35232.9113 Owner: BARRY, 8 E & B J CoOwner: Owner Address 40414 N MADISON RD ELK WA 99009-9703 USA Slte Address 4819 E 6TH AVE SPOKANE Legal Description 232543W45FTOFE11bFTOFW310FTOFS1/2OFTHE SEI/4 0 THE NW1/4 OF SE1/4 OF NW1/4 113125.1., 1E1 1432 35233.9191 Notice: This is not a legal document. Data depicted on this map Is general & subject to constant revision. It is intended for reference use only. Legal documents should be obtained from the appropriate agency. • WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS°A FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Option Glazing Area'°: of floor Glazing U-Factor Door9 U- Factor Ceiling2 Vaulted Ceding Wa1112 Above Grade Wall? mt° Below Grade Wall? ext4 Below Grade Floors Slab6 on Grade Vertical Overhead „ I. 10% 0.40 0.58 0.20 R-38 R-30 R-21 int' R-21 R-12 R-30 R-10 II. 15% 0.40 0.58 0.20 R-38 R-30 R-19+ R-58 R-21 R-12 R-30 R-10 III. 17% 0.37 0.58 0.20 R-38 R-30 R-19+ R-56 R-21 R-12 R-30 R-10 IV. 25% Group R-1 Occupancy Only 0.35 0.58 0.20 R-38 / U=0.031 R-30 / U=0.034 R-21 int' / U=0.054 R-15 R-12 R-30 / U=0.029 R-10 / F=0.54 V. Unlimited Group R-3 Occupancy Only 0.35 0.58 0.20 R-38 R-30 R-21 int' R-21 R-12 R-30 R-10 VI. Unlimited Group R-1 Occupancy Only 0.32 0.58 0.20 R-38 / U=0.031 R-30 / U=0.034 R-21 int' / U=0.054 R-15 R-12 R-30 / U=0.029 R-10 / F=0.54 * Reference Case 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-5 insulation. WSEC Builder's Field Guide 5th Edition COOPERATIVE EXTENSION WASHINGTON STATE UNIVERSITY' ENERGY PROGRAM 1-7 1 � I � T 8" M 4. WIDTH 7/16' OSB SHEATHING 3/8' MIN. NAILED WITH Sd COMMON OR GALVINIZED BOX NAILS IN ACCORDANCE WITH TABLE R607 3(1) AND BLOCPED AT ALL WOOD STRUCTURAL PANEL SHEATHING EDGFS. 0 a.. o_ F yVy - ul2 a SIIveSON UPLIFT BACK CH STRAP STRAP RITI'ji A STUD 1,800 POUNDS - - RECOMMENDED HOLD 9 ( I18" FROM EDGE OF - BRACING PANEL F a y .'c•. .°e•e .'p, • a °pv .''m IN FIRST STORY OF TWO-STORY BUILDINGS, t SHALL HAVE AT LEAST THREE .'p•.J ••!e•. 'e•.. .'e. •.'e• ANCHOR BOLTS, PLACED AT ONE -FIFTH POINTS a .'�.a �i ev .'d� fro •.'ea •.°ero .'pa °eu °e�. °A, .'e; .'e: . !e•°.'�$.°ero !dam-9•. °e. .°e• 'py• °p'G 'ero•'ea•.°ero•. ,'e•. !e•: .`p•.•!e•. °e•. !e. .°e• ,. •o,�` !py •!e °e,•°e•. SIMPSON UPLIFT STRAP °ero .'ea .,'e•a .'p•° .°e•a .°ero .4;°e•. !ea.'e•.. •.'e•. !pro• °e•a 3,000 POUNDS • TWO ANCHOR BOLTS, ro'.'ev'.'e• °ero .°ero•!e•. •.°e•a •.'ev •.'ev •. INSTALLED IN ACCORDANCE ' • ': • ': � ' WITH FIGURER403.1(1) SHALL .ero .°e•e .°p•e .'p•..°ero .°p•a .'ero .'ero .'ev BE PROVIDED IN EACH PANEL. r Y:' %, :• %.:°%. :' %.:� •, •• _ ANCHOR BLOTS SHALL BE(f PLACED AT PANEL QUARTER T �..77� I I • Y ` SCALE.. V, = I,- 0' POINTS o f 'Fo u nl o AiI o rj W A t_ L- NT i IN AfNhL 16011A.6 ALTRCATE HA CEDkV LLPANW E City of SPOKANE VALLEY BUILDING DEPARTIVUENT 11707 E. Sprauge Avenue, #106, Spokane Valley, Washington 99206 - Tel 509-921-1000 - Fax 509-921-1008 1-1/4" to 2" maximum Handrail Retum ends to wall, or terminate at newell post 34" — 38" 6' 8" minimum Intermediate rail spacing or pattern so that 4-inch sphere cannot pass through Triangular area formed by tread, riser and guardrail so that 6 in sphere can not pass through Stair Dimensions REQUIRED WIDTHOFRUNSHALL BEPROVIDED INTHIS LOCATION (SECRON1003.33.82) o"C`'O'-‘ y1N 3- NOTE:HANORAD,S NOT �¢41 is,SitOWNFO0.QAgrrY N. SCAIRWAYwIDTH .A$ LIMITATION:APPLIES TO Oa OCCUPANCY (y-e�ON1003.3.3&2) GG ANO PRIVATE STAIRWAYS IN R-1 OCCUPANCf REQUIRED WIDTH OF RUNSHALL BEPRO VIDED INTHIS W CATION CRON10D3.3.3.0) mire HANDRAILS NOT SHOWN FOR CLARITY PLAN VIEW PLAN VIEW WINDING STAIRWAY ALTERNATE USE OF WINDERS PLAN VIEW CIRCULAR STAIRWAY MAXIMUM SlaMCH RISE BETWEEN TREADS LIMITATION5: 1. ONLY APPLIES TO R3 OCCUPANCY AND PRIVATE STAIRWAYS IN R-1 OCCUPANCIES. 2 LIMITED TO SERVING ASEIT FOR CO S W ARE FEET MAXIMUM. PLAN VIEW SPIRAL STAIRWAY One required (two rcquircd if stair is open on sides) if there arc four or more risers. 1 Height (34" to 38" above nosing of treads). 1 Projection (1-1/2 between handrail and wall). 1 The greatest riser height within any flight of stairs shall not exceed the samllest by more than 3/8". Stair treads shall be of uniform size and shape, except the largest tread run within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Handrails 1 1 Width (36" minimum) 7 3'M o-)t 1 Rise (4" minimum - maximum) ' 1 Run (firminimum) 1 Handrails shall be continuous the full length of the stairs. Ends shall be returned or shall terminate in newel posts or safety terminals. Guardrails 1 Acquired if 30" or more above grade. 1 Height (36" high at landings - handrail height atsteps). 1 Openings (small enough that a 4" diameter sphere can not pass through). ACCEPTABLE SHAPES AND INSTALLATIONS --HANDRAIL HANAr•.- s P WALL NOT ACCEPTABLE THE HANDRAIL DETAIL SHOWN HERE DOES NOT COMPLY WITH • THE 'CONTINUOUS TERMINOLOGY IN THE CODE HANDRAIL CONTINUITY 1h' MIN NOT ACCEPTABLE NOT ACCEPTABLE ;ase note that while every effort is made to assure the accruacy of the information contained in this brochure it is not warranted for accuracy. is document is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investiga- T. For detailed information on a particular project, permit, or code requirement refer directly to applicable file and/or code/regulatory documents or tact the appropriate division or staff. GENERAL NOTES: General' AU materials and workmanship shall con form to the uniform building code) 1997 addition, the local city or county building code, and the requirements of the drawing and specifications. The drawings Indicate general and typical details of construction. Where conditions are not specifically Indicated, but are of similar character to details shown, similar details of construction shall be used, subject to approval by the Architect and the engineer. The contractor shall provide temporary bracing for the structural components until all final connections have been completed. AU Structural systems which are composed of components to be field erected shall be supervised by the supplier during manufacturing, delivery, handling, storage, and erection. Erection shall be in accordance with the ';instructions prepared by the supplier. Verify all existing dimensions and elevations before proceeding with the work. Verify all mechanical and electrical openings before proceeding with the work. Concrete' All concrete shall conform to the Uniform Building Code and American Concrete Institute 318. Cement shall conform to U.B.C. Standard no. 19-1 Concrete aggregates shall conform to the U.B.C. standard number 19-3. Water used in mixing concrete shall be clean, and free from injurious amounts of oils, acids alkalis, salts, organic materials or other substance that may be deleterious to concrete reinforcement. Air -entraining admixture conforming to the U.B.C. Standard no. 19-4shall be added to all work exposed to earth or weather. Use 4% +- by volume. For other than an requested and approved design mix the following shall apply. F'c Minimum Sacks Slump Special Insp. Use (psi) of Cement/CY required? 2500 5 4' NO Slab -on- Grade, Sidewalks, Footings and Walls Reinforcement' Unless otherwise noted, all reinforcing shall be deformed bars per ASTM specifications A615. All welded wire fabric shall conform to ASTN A-185 and U.B.C. Standard No. 19-2 Use Grade FY Fs All reinforcement Field Bent Bars Bars welded to steel 40 40ksi 20 ksi 40 40ks1 20 ksi 40 40ks1 20 ksi Bars in beams and slabs shall be detailed in accordance with the ACI Manual of Standard Practice, for detailing Reinforced Concrete Structures, latest edition. Lap all reinforcing bars per ACI requirements, per lap schedule if they are provided, or 30 bar diameters (18' min.) REINFORCING STEEL PROTECTION Beam and Col bars (to ties) Slab and Wall Bars' interior Faces Exposed to weather or Earth Foot ngs and other unformed Surfaces, CONC1ETE WALL REINFORCING (unless shown otherwise on drawings) Wall Horizontal Bars Vertical Bars Thickness 6• #4 @ 12' o.c. #4 @ 15' o.c. 8' #4 @ 15' o.c. # 5 @ 15 o.c. 1-1/2' 3/4' 2' ( #6 and larger) 1-1/2' (#5 and smaller) Earth Face 3' Location @ CL of wall @ CL of wall For R-3 Occupancies (Single Family Dwellings) foundation wall less that 36' in height the wall reinforcement may be as follows if approved by the building official. Refer to section 2622(a) exception. 6' #4 @ 18' o.c. #4 @ 18' o.c. @ CL of wall 8' #4 @ 18' o.c. # 5 @ 18'o.c. @ CL of wall At all openings provide a minimum of two bars over, under and at sides. Provide two bars at the end of all walls. Extend horizontal bars at least 24' past the opening or as far as possible and hook. Extend vertical bars the full story heights or as far as possible and hook. Provide one #5 , 4'0' tong, diagonally at each corner of all openings. Provide corner bars to match horizontal reinforcement In footings and walls, SAWN LUMBER' Sawn lumber shall conform to the West Coast Lumber Inspection Bureau Grading and Dressing Rules, latest edition. Each piece shall bear a grade mark as delivered. MEMBER TYPE SPECIES/GRADE Fb(PSI) Fb(PSD ECKSD (Single) 2X Plates HF Stud Grade 650 725 1200 2X Studs HF Stud Grade 650 725 1200 4X Posts DF #2 1450 1650 1700 4X Bens BF #2 1250 1450 1700 6X Beans DF #1 1300 --- 1600 6X Posts DF # 1 1200 --- 1600 2X Joists HF #2 1000 1150 1400 WOOD FRAMING NOTES' a. Minimum Nailing Requirements' Unless otherwise noted, minimum nailing should be In accordance with Table 23-11-B-1 of the Uniform Building Code. Use common nails for shear walls and for horizontal diaphragms. b. At Sawn Timber joint areas' Provide cross -bridging at 8'0" o.c. maximum spacing and solid blocking at bearing points. Provide double joists each side of openings unless detailed otherwise. Provide double joists under all partitions. c. Attach timber joists to flush headers and beams with Simpson 'U' Series metal joists hangers to suit the joist size. d. Notations on drawings relating to framing clips, joist hangers, and other connecting devices refer to catalog numbers of connectors manufactures by the Simpson Strong -Tie Company, San Leandro, California. Equivalent devices by other manufactures may be substituted, provided they have ICBO approval for equal load capacities. e. Individual members of built-up posts and beams shall each be attached with 16d spikes at 12' o.c. staggered. f. All wood framing details not shown otherwise shall be constructed to the minimum standards as set forth under 'Conventlonals Construction Provisions' ( Section 2320 of the Uniform Building Code) g. Joist framing from opposite sides of a beam, girder, or partition shall be lapped at least 3' or the opposing joist shall be tied together In an approved manner. h. All posts and beam shall be connected in an approved manner to prevent against uplift and lateral displacement. Use the Simpson connectors or approved equal. PREFABRICATED WOOD TRUSSES' trusses shall be designed by the manufacturer for the spans and conditions shown on the plans. Loading shalt be as follows. Top cord Live Load Top cord Dead Load Bottom Cord Dead Load Total Load Roof (Psf) 30 6 6 42 Provide for special shapes, bearing points, girder trusses, hip and valley framing as shown on the drawings. 1. If a different system Is proposed which requires revisions to present structural framing, truss manufacturing shall deduct from his subcontract, the cost of revision by Engineer of Record. This will subsequently be charged to owner. 2. Truss manufacturer shall clearly show all connections details, with loads, In calculations and on drawings. Loads from jack, hip valley trusses shall be accounted for on grinder trusses. Reactions to glulams columns, or walls shall be clear shown on plans. 3. Trusses shall use loads shown above for design. Duration factor shall be 1.15 4. Trusses shall be designed using load combinations shown In the UBC 1997 edition. 5. Deflection under full live load shall not exceed L/360. Deflection under live load dead load shall not exceed L/240. 6. Uplift wind loads shall be accounted for, especially local forces at discontinuities. 7. ' Shear loads In shear trusses are stated on the drawings and shall be combined with the tensile, compressive, bending and shear loads developed from vertical loading. (Refer to shear wall schedules) ROOF FRAMING NOTES' 1. The plywood roof sheathing should be 1/2' C-D or Structural II, Interior with exterior glue 5 ply, Douglas Fir. The panel span rating should be 32/16 per Table 23-1-5-1 of the U.B.C. 1997. Alternate roof sheathing should be 7/16' APA rated sheathing with panel span rating of 24/16 and Installed as specified on the NER-108 report from the National Evaluation Services, APA is the American Plywood Association. 2. At all building corners the roof trusses and roof rafters should be anchored to their supports be Simpson Mt anchors to resist wind uplift loads as required by Section 2337.5.8 and Table 23-11-B-1 & A-23-A & A-23-B. Install Simpson Hi at each truss or rafter for a length of 10 ft. or 0:1 times the least width of the structure. At other locations connect trusses and rafters with one Hi Simpson Clip to the top plate of bearing walls or headers. 3. The roof trusses or rafters should be spaced at 24' o.c. unless otherwise noted on the plans Solid blocking should be provides for all trusses and rafters at the points of bearing. 4. The pre-engineered truss drawings and calculations should be stamped by a registered professional engineer from the State of Washington. 5. AU headers over window and door opening should be 4x10 D.F. #2 unless otherwise noted on the plans. 6. Support all window and roof headers with (2) 2X Stud unless otherwise noted on the plans. 7. All Girder Trusses should be supported by at least (2) 2x Studs at their points of bearing. Connect all Girder Trusses to top plates with (2) A35 Simpson Clips unless otherwise noted on the plans. 8. The roof diaphragm should be installed with 8d common nails at 6' on center at diaphragm boundaries and all panel edges. Space nails at 12' on center along all other Intermediate supports. 9. Alt the non -load bearing walls should be held down from the bottom chord of the roof trusses at least 1/2' and the walls should be connected to the trusses with STC Simpson Angle clips. 10. Shear walls parallel and perpendicular to roof trusses should be connected to the roof diaphragm as shown on the typical structural details, 11. Connections between the Common Trusses and the Girder Trusses should be specified by the Truss Fabricator. The connectors should have approval by I.C.B.O. research report number of the approved connectors should be listed on the truss shop drawings. 12. Any roof framing changes proposed by the roof truss fabricator should be submitted for review to the Engineer of record. A written request should be provided along with drawings of the proposed changes for approval by the Engineer. FLOOR FRAMING NOTES' 1. The plywood for floors shall be 3/4' T&G C-D or Structural II, 5 ply, Douglas Fir, interior with exterior glue. The panel span rating shall be 48/24 as specified in Table 23-11-E-1 of the U.B.C. 2. The 2x10's should be spaced at 16' o.c. unless otherwise noted on plans. Joists should be supported laterally at the ends and at each support by solid blocking. Solid blocking should be not less than 2 inches in thickness and the full depth of the joist. 3. Joist framing from opposite sides of a beam, girder or partition should be lapped at least 3' or they should be tied together with a Simpson LSTA36 tie strap. 4. All the headers over windows and door openings should be 4x10 D.F. #2 unless otherwise noted on the plans. 5. All the headers over the window and door openings should be supported by (2) 2x studs unless otherwise noted on the plans. 6. The ends of all the 2x floor joist should have not less than 1-1/2' of ' bearing on wood or metal as required by Section 2320,81 of the U.B.C. 7. The floor diaphragm should be Installed with 10d common nails at 6' o,c. at diaphragm boundaries and all panel edges. Space nails at 10' o.c. along all other intermediate supports. 8. Shear walls parallel and perpendicular to the floor 2x10' should be connected to the floor diaphragm as shown on the typical structural details, 9. The post supporting 4x beams should be 4x4 D.F.-L. #2, posts supporting 6x beams or 5-1/8' and 6-3/4' glued laminated beams should be 4x6 D.F.-L. #2 unless other wise noted on the plans or post schedule. Use Simpson PC Post Caps Series of connectors with nails to post and beams as recommended by the manufacturer. PLYWOOD ROOF AND FLOOR SHEATHING' Shall be grade CD or Structural II, Interior with exterior glue 5 ply, Douglas Fir. Use plywood with panel rating sufficient for spans. Use T&G or plyclips where span exceeds unblocked edge span rating. Plywood thickness shall be as shown on plans. Nail all plywood to supporting members as follows' 8d commons @ 6' o.c. at sheet edges and diaphragm boundaries, and 8d commons @ 10' o.c. at interior bearing points, unless shown otherwise on the drawings, 14 gauge staples, 1-1/2' long may be substituted for nails. EXCAVATION AND SHORING' Contractor shall provide shoring as required at excavation slopes not meeting the more stringent requirement of the local building authority on OSH standards, and shall take all necessary precautions to prevent settlement or damage to adjacent sidewalks, parking areas, buildings walls, etc. SOILS' Alt footings shall be founded on undisturbed soils, Overexcavation may be fitted with lean concrete (f'c = 1500 psi) or compacted granular materiel. Fills shalt be compacted to a minimum of 90% of maximum density as determined by ASTM Standard D1557 In -place density shall be determined In accordance to ASTM Standard D1557. Footing excavation shall be free from standing water, Bottom of exterior footings shalt be a minimum of 24' below adjacent grade. The slope of fills and cuts shall he no steeper than 2 horizontal to 1 vertical, DESIGN LOADS' In addition to the dead loads, the following loads were used for design as required by Chapter 23 'of the U.B.C. Live Loads' Roof 30psf Floor 40psf Wind Exposure B Basic Wind Speed 80 mph I=1.0 Cq = 1.3 Table 16-H (Method 2) Soil Bearing 2000 psf Table 18-1 A U.B.C. /s® Wall Loads 35 pcf Equivalent Fluid Pressure Seismic Z=.30 C=.14 -;a Rw=6.00 I=1.- 0 SHOP DRAWINGS' Submit shops drawings to the Architect and to the local building authority prior the fabrication. Allow 10 days for checking. If the fabricator's shop drawings are the sole design, differ in design, or add to the design of the structural drawings, they shall bear the deal and signature of a Registered Professional Engineer, registered in the state in which the project is to be constructed. Said seal and signature to be on the drawings when submitted for approval. The general contractor shall review and approve shop drawings before submittal to Architect. Submit six (4) sets. The following shop drawings are required' Prefabricated Wood Trusses* *Professional Engineering Stamp required INSPECTION AND TESTING' The following inspection and °testing by an independent testing laboratory is required. Submit test and inspection reports to the Architect for approval. Number of samples and method shall be per UBC standards. a. Foundation' Request inspection when excavation Is completed. Notify the Building Official when foundations are formed and reinforcement id in place. b. Concrete Placement' Notify local building authority prior to placement, JOB SITE SAFETY' The engineer has not been retained or compensated to provide design and/or construction review services relating to the contractor's safety precautions or the means, methods, techniques or procedures required for the Contractor to perform his work. The undertaking of periodic site visits by the engineer shalt not be construed as supervision of actual construction nor make him responsible for providing a safe place for the performance of work by the contractor or the contractor's employees or employees of suppliers or subcontractors, or for access, visits, use, work, travel or occupancy be any person. DRAWING INDEX G-1 s-1 A-1 A-2 A-3 A-4 TITLE SHEET SITE PLAN FIRST FLOOR / ELECTRICAL PLAN FOUNDATION PLAN SECOND FLOOR / EL H',CTRICAL PLAN FIRST FLOOR / LOW ROOF FRAMING PLAN ROOF FRAMING PLAN BUILDING S H;CTION EXTERIOR EL H;VATIONS General Notes Revision/Issue Date) fFim None and Address CCi 0A.1v`01v d eb . Esc �((E w A SA4. C_t see-rie L qc a / 9 569- 42(0-63 g39N. J ArProjeot pane and Address TIM PETTY BARB BARRY 4819 E. 6 th ST. SPOKANE VALLEY, WA. 1 NEW HOUSE 8/30/06 aoa s AS NOTED Sheet G-1 0 Cn i nJN XI511N6 1,000 GAL 5p11C PPOPO5W HOMt r 1 I 1 L i • d 1 IROPO5 P WAR UN� \ PPOP05�12 WA11 t MVE1; 7-0" 17-0" 7' -0 " (e 41A. SITE DLA\ 5CAL: I / 81 1 . O" QT11-y 55 5 819 6, 7oarie Va 13,." I Ave e Wa1 SCp 1°' 0\ 23 25 �3 W�5 \\A/1/ � 0� PA6 \.,11A13/ 0' VO 4 0" \IN/ 4 0 0 5 /20 / 0 General Notes Revision/issue Date iFkm Nam and M rin fRojvot Nana and Add i a TIM PETTY BARB BARRY 4819 E. 6 th ST. SPOKANE VALLEY, WA. t' NEW HOUSE Dote 8/30/06 s-1 AS Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4 Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6 Min. 16, 18 or 20 in. APA Portal Frame Bracing Engineered Shear Wall Bracing General Notes Egress windows openable 5.7 sq..ft. 7 4 sill 12' -6" C 1 C Kz. Co oP€NAibLA AREA 31'-0" 4'-2" 3'-5" 10' - 4' -6 0 9 2' -0" ° 0 o 0 N 1-4 CID Fup dib IEI�I�._" x7° 131F01.2 F0 I ' -5" -8 PROTE DWELLING CONSTRUICTIONI ❑ 5/8" TYPE "X" ❑ 1/2" GYP BOA 2) OPENINGS BET' EOUIPPED WITH S EL DOORS NO D RS. 4°x7° 131F01)2 50 :TION AND AND OPENINGS B PRIVATE GARAGE S :P 1N ,HE a 7VED FOR ONE HOUR FIF GARAGE SIDE: BOARD (HABITABLE SPA i'[I1 0, 1 GARAGE AND RESID WOOD DOOR, SOLID ri 1� L 7 1•ti", 01120 6 -5" °x7° (II EMERGENCY EGRESS REOUIREMENTS FROM SLEEPING ROOMS 1) NET CLEAR OPENING: 5.7 SQUARE FEET GRADE FLOOR OPENING (MAX 44") 5.0 SQUARE FEET 2) NET CLEAR OPENING HEIGHT 24 INCHES 3) NET CLEAR OPENING WIDTH 20 INCHES 4) MAX FINISHED SILL HEIGHT 44" ABOVE FLOOR 5) EMERGENCY ESCAPE S RESCUE OPENING SHALLDE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOt4,S S' SMOKE ALARMS SHALL BE INTERCON- NECTED AND HARD WIRED IN S'JCH A MANNER THAT THE ACTIVATION OF UNE ALARM WILL ACTIVATE ALL ALARMS. (BEDROOMS, AREAS APPROACHING BEDROOMS, VAULTED CEILING WITH RISE OF 24" & ON EACH FLOOR) EXHAUST FANS 100CFM' kitchen 50 -CFM bathrooms & laundry J64 LANDING required on both sides of exit doors with min. size of 4 -6 3 ft. measured in direction of travel by 3 ft. or width of door if greater, and not lower than 1 '/2 in. below threshold. Landing required at other exterior doors is a minimum size of 3 ft travel \ distance by width of door, and not lower than 7 3/4 in. below threshold provided the door does not swing over the landing. TW AL 4111 6' -9" EN HAVE: .ISTIVE OVE) OR ING) LL BE COMB ►. IRE• A' roo III • 0 U T t� C4 3b Cs' 2'- 9°x7' OVFRHFAI7 9' -0" 6' -0" 1 17' -0" 14' -0" 2' -6" RST F OOR ELECTRICAL DLA\ I/4".1'-0" 998 Gas Appliances in garages require 18 in. elevation or approved floor grade rating. Minimum 3 in. bollard or wheel stop required for vehicular impact protection Maximum 4 ft spacing between bollards. UPC 508.2 — Water heaters require anchoring or strapping at upper and lower one third points to prevent horizontal displacement during earthquakes. Strapping shall be a minimum of 4 inches above controls. FIRE PROTECTION: Minimum 20 minute fire rated floor required for raised platform between crawl space and garage. y 31' -0" 16'-4" t 14'-2" 0 co CONCRETE TO COMPLY TO IRC TAKE 404.1.1(1) FOUNDATION WALLS -.3000 # PSI SLABS, GARAGES, CARPORTS & PORCHES - 3500 # PSI ALL FOOTINGS MUST BE CONTINUOUS Under Floor 1 floor s b shovered with approved materia der Il . eac ro IT-0" -0J\DAT o\ ALA\ Radon Mitigation System Required With 6 mil Vapor Barrier Minimum depth for frost protection in the City of Spokane Valley is 24 inches measured from the bottom of the footing to finish grade. Grade slope away from building a minimum 6 inches in first 10 feet. SCAB �: I/4"-I'-0" Revision/Issue Date Allyn Nome and Addse.. J eProjot Nan. and Address TIM PETTY BARB BARRY 4819 E. 6 th ST. SPOKANE VALLEY, WA. J NEW HOUSE oaa 8/30/06 Soul. AS NOTED A-1 J General Notes N E ss windows ! 5.7:sq. ft. .44 sill 12' -6" nable 51' -0" 4'-2" 5 -5" Egress windows openable 5.7 sq. ft. - 44" sill 4'-6' 10'-II" 4'-6' tia 5'-6" 2'-0" x rc, 4' -6" 8' -4' 0 x 3°x4° N N 3°x4° x4}° 6' -0" 4'-6" 22' -8" 51' -0" S=CO\ FLOOR -L=CTRICAL DLA\ 5CA; I/4"-1'-0" 5,r, 749 51' -0" PFAP.ING WALL BELOW C70UGLE J015T AT STAIR OPENING 5/ 4" APA RATFP T&G 51UPI7-I-FLOP GLUF ANP NAIL W/ 8d COMMON OP� PDX NAILS @ 6" O.C. AT ALL SUPP01W PANEL E12GES ANP PERIMETER, 12" 0.C. AT ALL INTFINFPIATE SUPPORTS FL00'P. J0151,, ENGINEERING 5Y JOIST 5UPPLIEP NOTE; PPOVIPF DUPLEX RECEPTACLE FOP F'APi0N FAN v O 0 v v RST PROVIDE SOLID BLOCKING UNDER ALL COLUMNS BEARING WALLS AND SHEARWALLS ' PROVIDE DOUBLE JO NTS (MIN) UNDERALL'WALLS PARALLELTOSPAN U.N.O. PROVIDE MLESTUDS(M( )N Tp JFIDATI1 UNDER. ALLNIP AND GIRDER TRUSSES U N.O. PROVIDE SHEAR CONNECTION FROM INTERIOR SHEAR WALLS TO TRUSSES OR JOISTS ABOVE. PPEMINUFACTUPFP ROOF TPU55E5 24" 0,C. TYP. 2x4 OVNHANG FRAMING @ 24" 0.C. TYP. LOOR / LOWIR ROO RAV \G DLA\ 5J-150 OR EQUAL @ 16" 0.C. Revieion/lesue Date) fFlnn Nam and Mersa J eProjeot Nam and Addrara TIM PETTY BARB BARRY 4819 E. 6 th ST. SPOKANE VALLEY, WA. J NEW HOUSE propot [Dote oa. 8/30/06 AS NOTED A-2 PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS' CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS 1 CODE: COMP IANCE WV DING VISION