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2006, 03-02 Permit App 06000554 AdditionProject Number: 06000554 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: addition to home 54X60, gas heat Date: 03/02/2006 Page 1 of 3 Contact: CAMCO CONSTRUCTION Address: 3105 E BOONE C - S - Z: SPOKANE WA 99202 Setbacks: Front 30 Left: 28 Right: 5 Rear: 23 Phone: (509) 536-1818 Group Name: Site Information: Project Name: Plat Key: 999999 Name: Range District: Parcel Number: 35233.9066 SiteAddress: 4912 E 9TH AVE Location:: CSV Zoning: AGRI Water District: Block: Lot: Owner: Name: CAMPBELL RENTALS, LLC Address: 3105 E BOONE AVE SPOKANE, WA 99202-3607 Hold: ❑ Area: 1.36 Acres Width: 180 Depth: 300 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Released By: Originally Released: 02/24/2006 By: TMELBOU Landuse/Zoning/HE Conditions Released By: Sewer Review Permits: Originally Released: 02/23/2006 By: HKAUER Released By: Per conversation w/ Forrest of the County, this property is on sewer. Originally Released: 03/02/2006 By: a_blake Operator: AMB Printed By: AB Print Date: 03/02/2006 Project Number: 06000554 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Date: 03/02/2006 Page 2 of 3 Contractor: CAMCO CONST. INC. Firm: CAMCO CONST.INC. Address: 3105 E BOONE AVE Phone: (509) 536-1818 SPOKANE, WA 99202 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Se Ft Valuation 1&2 FAMILY R-3 VB 2,240 $193,468.80 2,240 $193,468.80 DECK OPEN R-3 VB 84 $1,260.00 84 $1,260.00 GARAGE U-1 VB 844 $18,568.00 844 $18,568.00 Totals: 3,168 $213,296.80 3,168 $213,296.80 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $1,632.15 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW <'7999 SQ FT 1 SELECT $652.86 Permit Total Fees: $2,289.51 Mechanical Permit Contractor: CAMCO CONST. INC. Firm: CAMCO CONST.INC. Address: 3105 E BOONE AVE Phone: (509) 536-1818 SPOKANE, WA 99202 Item Description DUCT SYSTEMS GAS WATER HEATER GAS APPLIANCE<=100,000BTU GAS PIPING HEAT PUMP OR A/C 0-3 TONS VENTILATING FANS GAS LOG OR GAS INSERT Units Unit Desc 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF 2 # OF UNITS 1 NUMBER OF 5 NUMBER OF 1 NUMBER OF Fee Amount $10.00 $10.00 $12.00 $2.00 $12.00 $50.00 $10.00 Permit Total Fees: $106.00 Operator: AMB Printed By: AB Print Date: 03/02/2006 Project Number: 06000554 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: CAMCO CONST. INC. Address: 3105 E BOONE AVE SPOKANE, WA 99202 Item Description TOILETS/BIDETS SINKS SHOWERS TUBS DISH WASHERS GARBAGE DISPOSAL CLOTHES WASHER FLOOR DRAINS Contracto Address: CAMCO CONST. INC. 3105 E BOONE AVE SPOKANE, WA 99202 Plumbing Permit Date: 03/02/2006 Page 3 of 3 Firm: CAMCO CONST.INC. Phone: (509) 536-1818 Units Unit Desc 3 NUMBER OF 3 NUMBER OF 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF 2 NUMBER OF Permit Total Fees: Relocation Permit Fee Amount $18.00 $18.00 $6.00 $6.00 $6.00 $6.00 $6.00 $12.00 $78.00 Firm: CAMCO CONST.INC. Phone: (509) 536-1818 Lots on the north side of 14th in the 4800 and 4900 block have fill. Soils investigation/foundation engineering done by Strata (see plat file) requires: (1) footings = min. 24 inches wide (2) foundations no closer than 12 ft from north edge of fill CONTROL AREA FOR DRAINAGE MORITORIUM SEE MAPS FOR SPECIFICS **DO NOT ISSUE BUILDING PERMITS FOR LTS 11 & 12 BLK 16, LTS 9-16 BLK 15, LTS 1 & 2 BLK 27 & LTS 1-8 BLK 28 UNTIL CC&R'S ARE ACCEPTED, SURETY IN PLACE FOR ALL IMPROVEMENTS OR FINAL CONST ACCEPT CERT& ANY DEDICATIONS OR EASEMENTS ARE RECORDED PER S RASKELL Payment Summary:, Permit Type Building Permit Mechanical Permit Plumbing Permit Fee Amount Invoice Amount $2,289.51 $106.00 $78.00 $2,289.51 $106.00 $78.00 Amount Paid $0.00 $0.00 $0.00 Amount Owing $2,289.51 $106.00 $78.00 $2,473.51 $2,473.51 $0.00 $2,473.51 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: AMB Printed By: AB Print Date: 03/02/2006 � ■�■M MAR-02-2006 THU 03:32 PM ■ ■ •■■ • MI II ■■■■■ c-V\--1 -, Veit t I J C *** SEWER PERMIT Applicant: CAMCO CONSTRUCTION INC 3105 E BOONE SPOKANE WA 99202 Phone: PERMIT NO: Connection: Approval: 509 536 1818 P0602115 BL FAX NO. v „; o SPO]KANE 411 P. 01 Drr,u IMENI01' ENGINEERING SERVICES 808 W. SPOICnvr FAI I ti EIM ). SIOK,NJ , W,mi IING ION 99201-3343 (509) 625-6700 FAX (509)625-6340/(509)625-6124 w W vd.�puk.l nenhipp; riu K.o'(; CONTRACTOR: CAMCO CONSTRUCTION INC 3105 E BOONE SPOKANE WA 99202 Phone: 509 536 1818 Issued: 03/02/06 Completed: Project No: *0602134 Applicant hereby consents and agrees: 1. To adhere to all rules and regulations with Title 13.03 Spokane Municipal Code, City of Spokane REMARKS: Inspection area: Proj#/Prof#: Sewer. Name: STREET: Parcel No: Legal Desc: Comments: CO Feo in accordance Inspector Validated by: DAL 13058 CHRO (2) 23-25-43 EASEMENT SEWER (ON PROP CONN) 4912 E 9TH AVE YA 35233.9066 Right of Way: 0 23 25 43 W180PT OF SW1/4 OF NE1/4 OF NE1/4 NNECTION FOR ADDITION OF DUPLEX UNIT "Y-Tap": 93' S OF MH W OF INTER- SECTION OF 9TH/CHRONICLE ENTERS PROPERTY: 61' S OF NW CORNER PL Depth/Pipe Size & Type: 6' ENTERS BUILDING: Connection to Cess Pipe: Depth/Pipe Size & Type: description /4" PVC Units Fee/Unit Easement: 0 OF SW1/4 LESS RD Ext fee Data Application Pee? Y> Inspection Fee? Y> Subtotal Inspection; TOTAL Fees > Method Check it Receipt No. Date CC 0004 P6#01082 03/02/06 TOTAL THIS DATE 40.00 Y 60.00 Y 60.00 100.00 Payment 100.00 100.00 Project Number: 06000554 Application THIS IS NOT A PERMIT nalties will be assessed for commencing work without a permit 'et Information: Inv: 1 Permit Use: addition to home 54X60, gas heat Setbacks: Front 30 Left: 28 Right: 5 Rear: 23 Site Information: Plat Key: 999999 Name: Range Date: 2/27/2006 Contact: CAMCO CONSTRUCTION Address: 3105 E BOONE C - S - Z: SPOKANE WA 99202 Phone: (509) 536-1818 Group Name: Project Name: District: E Parcel Number: 35233.9066 SiteAddress: 4912 E 9TH AVE Location:: CSV Zoning: AGRI Water District: Area: 1.36 Acres Block: Lot: Owner: Name: CAMPBELL RENTALS, LLC Address: 3105 E BOONE AVE SPOKANE, WA 99202-3607 Hold: ❑ Width: 180 Depth: 300 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information:,..,,,„� Page 1 of 3 Review Building Plan Review Released By: Originally Released: 2/24/2006 By: TMELBOU Landuse/Zoning/HE Conditions Released By. Originally Released: 2/23/2006 By: HKAUER Sewer Review Operator: AMB Printed By: AMB Print Date: 2/27/2006 Proiect Number: 06000554 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor. CAMCO CONST. INC. Address: 3105 E BOONE AVE SPOKANE, WA 99202 Description Grp Type Notes I&2 FAMILY 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 Contractor: CAMCO CONST. INC. Address: 3105 E BOONE AVE SPOKANE, WA 99202 Item Description DUCT SYSTEMS GAS WATER HEATER GAS APPLIANCE<=100,000BTU GAS PIPING HEAT PUMP OR A/C 0-3 TONS VENTILATING FANS GAS LOG OR GAS INSERT Building Permit Date: 2/27/2006 Page 2 of 3 Firm: CAMCO CONST.INC. Phone: (509) 536-1818 This Application: Sq Ft Valuation 2,240 $193,468.80 84 $1,260.00 844 $18,568.00 Total Project: Sq Ft Valuation 2,240 $193,468.80 84 $1,260.00 844 $18,568.00 Totals: 3,168 $213,296.80 Units Unit Desc SELECT SELECT SELECT Permit Total Fees: Mechanical Permit 3,168 $213,296.80 Fee Amount $1,632.15 $4.50 $652.86 $2,289.51 Firm: CAMCO CONST.INC. Phone: (509) 536-1818 Units Unit Desc 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF 2 # OF UNITS 1 NUMBER OF 5 NUMBER OF 1 NUMBER OF Permit Total Fees: Fee Amount $10.00 $10.00 $12.00 $2.00 $12.00 $50.00 $10.00 $106.00 Operator: AMB Printed By: AMB Print Date: 2/27/2006 Project Number: 06000554 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Plumbing Permit Date: 2/27/2006 Page 3 of 3 Contractor: CAMCO CONST. INC. Firm: CAMCO CONST.INC. Address: 3105 E BOONE AVE Phone: (509) 536-1818 SPOKANE, WA 99202 Item Description Units Unit Desc Fee Amount TOILETS/BIDETS 3 NUMBER OF $18.00 SINKS 3 NUMBER OF $18.00 SHOWERS 1 NUMBER OF $6.00 TUBS 1 NUMBER OF $6.00 DISH WASHERS 1 NUMBER OF $6.00 GARBAGE DISPOSAL 1 NUMBER OF $6.00 CLOTHES WASHER 1 NUMBER OF $6.00 FLOOR DRAINS 2 NUMBER OF $12.00 Contractor: CAMCO CONST. INC. Address: 3105 E BOONE AVE SPOKANE, WA 99202 Permit Total Fees: Relocation Permit $78.00 Firm: CAMCO CONST.INC. Phone: (509) 536-1818 Lots on the north side of 14th in the 4800 and 4900 block have fill. Soils investigation/foundation engineering done by Strata (see plat file) requires: (1) footings = min. 24 inches wide (2) foundations no closer than 12 ft from north edge of fill CONTROL AREA FOR DRAINAGE MORITORIUM SEE MAPS FOR SPECIFICS **DO NOT ISSUE BUILDING PERMITS FOR LTS 11 & 12 BLK 16, LTS 9-16 BLK 15, LTS 1 & 2 BLK 27 & LTS 1-8 BLK 28 UNTIL CC&R'S ARE ACCEPTED, SURETY IN PLACE FOR ALL IMPROVEMENTS OR FINAL CONST ACCEPT CERT& ANY DEDICATIONS OR EASEMENTS ARE RECORDED PER S RASKELL Permit Type Building Permit Mechanical Permit Plumbing Permit Fee Amount Invoice Amount $2,289.51 $2,289.51 $106.00 $106.00 $78.00 $78.00 Amount Paid $0.00 $0.00 $0.00 Amount Owing $2,289.51 $106.00 $78.00 $2,473.51 $2,473.51 $0.00 $2,473.51 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: AMB Printed By: AMB Print Date: 2/27/2006 Permit Center 2 C E iS 11707 E Sprague Ave, Suite I ME Salle Spokane Valley, WA 99206, I (509)688-0036 FAX: (509)688 0037 FEB 2 2 2006 Community Development www.spokanevalley.org.com --ti3ERMIT NUMBER: ( JV l 'PERMIT FEE: Residential Construction Permit Application o New Construction o Accessory Bldg okAddition/Remodel o Deck o Other: SITE ADDRESS 'T ctt ASSESSORS PARCEL NO: LEGAL DESCRIPTION: S (W d 7 0 S Lo Building owner 1_ (1.Q Name: L�. L Ch),,,- I!) e Address: 3 l0 (c `y S City: 4 O EA,6_,..At- Zip: Gl Z O Z Phone: S (, ' 1 a' 12 Fax: Contact Person,:. Name: a l c_ k_ Phone: ? Si Y -- G o Describe the scope of work in detail: Contractor..:: Name: 3koS i I.S©d(4t, Address: City: d Zip: 9 cz 2 C L. Phone: S 3 C,- L' 1 r Fax: Lic No:(,a, Y LOL l o6d Exp. Date: City Business Lic No: Cost of Project: $ /oSiboo **************The following MUST be complete: (write NIA if not ap iicable)************** }-EIGHT eT�O PEAK: DIMENSIONS: P # OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG: .A Li ° d4- 2" FLOOR SQ. FTG: —V- .Tr UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: GARAGE $Q. FTG: y o pc DECK/COV. PATIO SQ. FTG: o,� 30% SLOPES ON,,/ PROPERTY: 7 e S # OF BROOMS: nlcri mum,v CONSTRHCTION TYPE: HEAT SOURRCE: Cs:, AS SEWER OR SEPTIC? 'S ti'' f. '2_ 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 ppcessed. Signature L Date Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 ❑ Other Spokane Valley 11707 E Sprague Ave Suite 106 • Spokane Valley WA 99206 509.921.1000 ♦ Fax: 509.921.1008 1 cityhall@spokanevalley.org Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. O Floor plan for each floor: Dimension to scale (minimum 1/8") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. O All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22" X 30" attic access location O 18" X 24" crawl space access: ❑ One -hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information Sporckan Valley Community Development Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www.spokanevallev.orz.com Mechanical Permit Application ❑ Commercial PERMIT NUMBER: PERMIT FEE: Residential SITE ADDRESS: Building owner L . _� C 1n f'`n aQ. . - Name: - � Phone: S lS‘_o - «L J Fax: _ Address: 3{ (SS- fLA- I�x��� City: C State: l,J /� Zip: c1' �I 2 o Z . ... _;Contractor _ .. ... Name: Phone: .3 C, - ` ,4(lY Fax: 1 Address: ? j (7 L. A DL - -- City: ct.lip 0 i2.,-c__ State: Zip: License No: LAMC L ( 0 6a L til City Business License No: Contact: Name: (..),1c f S Phone: 'S.' [ -y 3 b DESCRIPTION OF WORK # OF UNITS COST = TOTAL AMOUNT 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 $12.00 2 FUEL BURNING APPLIANCE More than 100,000 $15.00 3 4 5 6 7 UNLISTED APPLIANCE (Additional Fee) UNLISTED APPLIANCE (Additional Fee) USED APPLIANCE (WSEC min. AFUE rating) USED APPLIANCE (WSEC min. AFUE rating) BOILER/REFRIGERATION 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 $50.00 $100.00 $50.00 $100.00 $12.00 8 BOILER/REFRIGERATION 101 - 50DM BTU $20.00 9 BOILER/REFRIGERATION 501- 1,00DM BTU X. $25.00 10 BOILER/REFRIGERATION 1,001-1,750M BTU X $35.00 11 BOILER/REFRIGERATION More than 1,750M BTU $60.00 12 GAS LOG, GAS INSERT, GAS FIREPLACE $10.00 13 RANGE $10.00 14 DRYER $10.00 15 FUEL BURNING WATER HEATER ( $10.00 16 MISC. FUEL BURNING APPLIANCE $10.00 17 18 19 20 21 22 GAS PIPING (each outlet) DUCT SYSTEMS VENTILATING FANS AIR HANDLER (DOES NOT include ducting) AIR HANDLER (DOES NOT include ducting) EVAPORATIVE COOLERS Equal to or less than 10,000 CFM Greater than 10,000 CFM $1.00 $10.00 $10.00 $12.00 $15.00 $10.00 23 'TYPE HOOD $50.00 24 TYPE II HOOD $10.00 25 HEAT PUMP/AIR CONDITIONER 0-3 TON $12.00 26 AIR CONDITIONER 3-15 TON $20.00 27 AIR CONDITIONER 15-30 TON $25.00 28 AIR CONDITIONER 30-50 TON $35.00 29 AIR CONDITIONER More than 50 TON $60.00 30 LPG STORAGE TANK $10.00 31 WOOD OR PELLET STOVE/INSERT $10.00 32 WOOD STOVE - FREE STANDING $25.0D 33 REPAIR & ADDITIONS $15.00 34 VENTILATION SYSTEMS $12.00 35 VENTILATION MECHANICAL EXHAUST $12.00 36 INCINERATOR - RESIDENCE $19.00 37 INCINERATOR - COMMERCIAL $22.00 METHOD OF PAYMENT: ❑CASH ❑ CHECK ❑ VISA ❑ MC CARD #: AUTHORIZED SIGNATURE: DATE: EXPIRES: SUBTOTAL PROCESSING FEE $35.00 TOTAL PERMIT FEE DUE: REVISED 8/26/05 Si'Mane a11er Community Development Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688-0036 FAX:(509)688-0037 www.sookanevallev.ortz.com PIumbing Permit Application PERMIT NUMBER: PERMIT FEE: ❑ Commercial Residential SITE ADDRESS: Building owner . • . . Name: 1--i..._CA-- ^^ to -t`-'— Phone: S>iG _ LP 1S) Fax: . Address: I (o S fit, vie a {__ City. CC _1nn 0 State: W.1- Zip: el Z0 Contractor . LA:',.----. . c . C i)..) ....7(-- I" - Name: Phone: �, A1�. E... Fax:. Address: S•"� �� City: �State: Zip: , License No: COI AA-L0 j at LC.. A City Business License No: Name: if -i\ \c.- VZ L,L.-\ S Phone: 9 5-,-/— y 3 6 0 D DESCRIPTION OF WORK # OF UNITS X COST = TOTAL AMOUNT 1 TOILETS WATER CLOSET, BIDETS 3 X $6.00 = 2 URINALS X $6.00 = 3 TUBS / X $6.00 = 4 SHOWERS (PER TRAP) BATH, STALL, ON -SITE BUILT t/ X $6.00 = 5 SINKS LAVS/BASINS, BAR, FLOOR, KITCHEN, LAUNDRY, UTILITY, JANITOR, PHOTO, X-RAY, FOOD, PREP/CULINARY MEAT 3 X $6.00 = 6 DISHWASHER / X $6.00 = 7 CLOTHES WASHER / X $6.00 = 8 GARBAGE DISPOSAL / X $6.00 = 9 WATER SOFTENER X $6.00 = 10 ELECTRIC HOT WATER TANK NOTE IF GAS, SEE MECHANICAL X $6.00 = 11 FLOOR DRAINS AREA, CASE. COIL, TRENCH. CONDENSATE 2 X $6.00 = 12 ROOF DRAINS/OVERFLOW DRAINS X $6.00 = 13 FOUNTAINS, DRINKING X $6.00 = 14 WATER PIPING/DRAIN-IN WASTE, VENT, PLUMBING, REVERSAL NSTALLATION, ALTERATION, REPAIR, REVERSALS X $6.0D = 15 SEWAGE EJECTOR GRINDER, SUMP PUMP X $6.00 = 16 WATER USING DEVICE ICE AN/OR COFFEE MAKER, HOSE BIB, STEAMER PROOFER, CARBONATOR, SWAMP COOLER X $6.00 = 17 CROSS CONNECTION DEVICE VACUUM BREAKER, CHECK VALVE, AND R.P.B.P.D. FOR VATS, TANKS, BOILERS X $6.00 = 18 INTERCEPTORS GREASE TRAP, SAND TRAP, CHEMICAL HOLDING TANK X $6.00 = 19 MEDICAL GAS (per outlet) NITROUS. OXYGEN X $6.00 = 20 MISCELLANEOUS PLUMBING FIXTURE X $6.00 = 21 PRIVATE SEWAGE DISPOSAL/SYS X $20.00 = 22 INDUSTRIAL WASTE INTERCEPTOR X $15.00 = METHOD OF PAYMENT: 0 CASH 0 CHECK Card# • SUBTOTAL 0 VISA 0 MASTERCARD PROCESSING FEE $35.00 EXPIRES: TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE: REVISED 8/26/05 Project Number: 06000554 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: addition to home 54X60, gas heat Setbacks: Front 30 Left: 28 Right: 5 Rear: 23 Site Information: Date: 2/24/2006 Page 1 of 2 Contact: CAMCO CONSTRUCTION Address: 3105 E BOONE C - S - Z: SPOKANE WA 99202 Phone: (509) 536-1818 Group Name: Project Name: Plat Key: 999999 Name: Range District: E Parcel Number: 35233.9066 SiteAddress: 4912 E 9TH AVE Location:: CSV Zoning: AGRI Water District: Block: Lot: Owner: Name: CAMPBELL RENTALS, LLC Address: 3105 E BOONE AVE SPOKANE, WA 99202-3607 Hold: ❑ Area: 1.36 Acres Width: 180 Depth: 300 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Released By: Landuse/Zoning/HE Conditions Sewer Review Released By: Perm its: - 4 Building Permit Contractor: CAMCO CONST. INC. Firm: CAMCO CONST.INC. Address: 3105 E BOONE AVE Phone: (509) 536-1818 SPOKANE, WA 99202 Operator: AMB Printed By: jmm Print Date: 2/24/2006 Project Number: 06000554 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Mechanical Permit Date: 2/24/2006 Page 2 of 2 Contractor: CAMCO CONST. INC. Firm: CAMCO CONST.INC. Address: 3105 E BOONE AVE Phone: (509) 536-1818 SPOKANE, WA 99202 Plumbing Permit Contractor: CAMCO CONST. INC. Firm: CAMCO CONST.INC. Address: 3105 E BOONE AVE Phone: (509) 536-1818 SPOKANE, WA 99202 Contractor: CAMCO CONST. INC. Address: 3105 E BOONE AVE SPOKANE, WA 99202 Relocation Permit Firm: CAMCO CONST.INC. Phone: (509) 536-1818 Lots on the north side of 14th in the 4800 and 4900 block have fill. Soils investigation/foundation engineering done by Strata (see plat file) requires: (1) footings = min. 24 inches wide (2) foundations no closer than 12 ft from north edge of fill CONTROL AREA FOR DRAINAGE MORITORIUM SEE MAPS FOR SPECIFICS **DO NOT ISSUE BUILDING PERMITS FOR LTS 11 & 12 BLK 16, LTS 9-16 BLK 15, LTS 1 & 2 BLK 27 & LTS 1-8 BLK 28 UNTIL CC&R'S ARE ACCEPTED, SURETY IN PLACE FOR ALL IMPROVEMENTS OR FINAL CONST ACCEPT CERT& ANY DEDICATIONS OR EASEMENTS ARE RECORDED PER S RASKELL Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: AMB Printed By: jmm Print Date: 2/24/2006 WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS°'1 FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Option Glazing Area70: % of floor Glazing U-Factor Door9 U Factor Ceiling2 Vaulted Ce fing3 WaIl12 Above Grade Wall? glow Grade Wall? ext4s Below Grade Floor Slabs on Grade Vertical Overhead" I. 10% 0.40 0.58 0.20 R-38 R-30 R-21 int7 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-58 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 int1 / 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 int7 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 int7 / 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 FIGURE 1 CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Max. height 10' Extent of header (Two braced wall segments) Extent of header (One braced wall segment) Fasten sheathing to header with 8d common nails in 3" grid pattern as shown and 3" o.c. in all framing (studs and sills) typ. Top plate continuity is required per R602.3.2 1000 Ib header -to -jack -stud strap on both sides of opening (Install on backside as shown on Side Elevation, Ref. No. LSTA24) Min. (2) 2x4 typ. If panel splice is needed it shall occur within 24" of mid -height. Blocking is not required. 00 "'off Min. width based on 6:1 height -to -width ratio: For ";iitiiylEyA: example:16" min. for 8' height No. of jack studs per table R502.5(1 &2) Anchor bolt per R403.1.6 Typ. 7 Foundation per code Side Elevation /Sheathing filler if needed 16d sinker nails in 2 rows @3"o.c. 1000 Ib header - to -jack -stud strap on both sides of opening (Ref. No. LSTA24) 3/8" min. thickness wood structural panel sheathing Not to scale Project 1. Project Name / Address 2. Legal Description 3. Owner Architect Contractor 4. Building Classification 5. Building Size nformation Residential Duplex 4912 East 9 th Ave. Spokane , Washington SHP-27-05, Lot 1 Camco Construction 3105 East Boone Ave. Spokane , Washington 99202 ( 509 )536-1818 Haines Architectural Services 336 South Sherman St. Spokane , Washington 99202 ( 509 ) 328-5830 Camco Construction 3105 East Boone Ave. Spokane , Washington 99202 (509)536-1818 Residential Duplex Occupancy Group = R3 Construction Type = VB Main Floor ( existing ) _ Main Floor ( addition) _ Basement ( existing) _ Garages ( addition ) _ Deck ( addition ) = Drawing Index A-1 Project Information , Drawing Index , Site Plan A-2 Floor Plan , Window Schedule A-3 Exterior Elevations , Building Section , Party Wall S-1 Structural Notes , Foundation Plan , Roof Framing Plan 1740`sq. ft. 2240 sq. ft. 1356 sq. ft. 844 sq. ft. 84 sq. ft. Chronicle 50 ft. r/w) 28'- 0" DECK (:'X12') ' Residence existing ) Site Plan Residence ( addition ) . 120. 0 ft. Utilities Sewer = City of Spokane Water = Carnahope Water District Gas , Electric = Avista 1" = 20' c co 0 M haines architectural services 336 South Sherman Spokane, Washington (509) 328-5830 C,I 4 els ioN tzt 'O 0 cs t Project Drawn Date Revisions Sheet of N p Bedroom 5'- 10„ • Bath INSTALL COVER AT FLOOR OPENING Living Room Bedroom . Egress windows openable 5.7 sq. ft. - 44" sill ,�- — \re - WHEN INTERIOR ALTERATIONS. REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR. OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDEO OR CREATED IN EXISTING DWELLINGS. THE DWELLING UNIT SHALL BE PROVIDED WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. 10`•- 6" RELOCATE VENT 4'- 5" Bedroom Kitchen Im. DOWN UP 5'- 7" �'- 3" Egress windows openable 5.7 sq. ft. 44" sill CONSTRUCT NEW WALL AT EDGE OF EXISTING OPENING Bedroom REMOVE WINDOWS AND INFILL OPENINGS (4 PLACES) PAW tEr." 1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE: CONSTRUCTION ON THE GARAGE SIDE: ❑ 5/8" TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE) OR ❑ 1/2" GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEILING) i 2) OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE ' EQUIPPED WITH SOLID WOOD DOOR, SOLID 0 HONEYCOMB. CORE STEEL DOORS NOT LESS THAN 1 3/8", 0 DOORS . - TED Garage 20'- 8" 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 GYPSUM BOARD USED FOR IhiTERfIQR BRACED WAL1 CONSTRUCTION SHALL BE FASTENED NO FURTHER THAN 7" Q.C. 2=8„ } 5'- 6 •t, 2'- 3" Floor . Plan 1/4" 1'- 0" 3`- 10" 2'- 3" 10'-.10" 54'- 5" 11'- 5" 12'- 8" Egress windows openable 5.7 sq. ft. - 44" sill Storage Bedroom Lin PA.1-X1V40hl.A A. I itus(( Ut lity DWVE: 1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE • CONSTRUCTION ON THE GARAGE SIDE: ❑ 5/8" TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE) OR 0 1/2" GYP BOARD (KFSIDENCE/ATTIC, FLOOR/CEILING) 2) OPENING:; BEPATEN t",ARAc;E AND RESIDENCE SHALL BE EQUIPPED \MTH SOLIDi8, S01 ID DR HONEYCOMB COR STEEL DOORS NOT LESS ' i.' i ' 8•', O7120 MINUTE FTF(E RATED DOORS. . . . Garage 20'- 8" 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. 2'-5" N -- UP • 4'- 6" .22'- 6" 17'- 4" Kitchen 7'- 6" Dining Living Room Bedroom Egress windows openable 5.7 sq. ft. - 44" sill 15'- 0" 7'- 6" oo+ 1 o 0 NO. 2 3 4 5 6 .7 WINDOW DESCRIPTION JEN WELD 7000 SERIES VINYL. WINDOWS ( LOW E ). • 'SINGLE'HUNG. ;PICTURE WINDOW •.'_0 X2'_D_ HORIZ..SLIDER HORIZ.rSLIDER , .. 6'- 0 X'2.- PICTURE WINDOW ; 3.-.0X .V-0 zslil��a 3=0: SLIDING`GLASS DOOR,: 8 1 )UGH 'EKING EMERGENCY EGRESS REQUIREMENTS 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 P NET CLEAR OPENING WIDTH 20 INCHES iI MAX FINISHED SILL HEIGHT 44" ABOVE FLOOR NI EMERGENCY ESCAPE & RESCUE OPENING SHALL BE I)PI RATIONAL FROM THE INSIDE OF THE ROOM WITHOUT f HF USE OF KEYS OR TOOLS ADS`! FANS iO0 FM- kitchen 50 CFl1� balhrQ Ines 8 laundry d�W 9 1.6 SMOKE ALARMS` SHALL BE INTERCON- NECTED ANDA MANNER THAT THE AED CTIVATION OFINCH ONE ALARM WILL ALL ALARMS. (BEDROOMS,ACTIVATE AREAS APPROACHING BEDROOMS, VAULTED CEI WITH RISE OF 24" & ON EACH FLOOR) LING PROVIDE SOLID BLOCKING UNDER ALL COLUMNS BEARING WALLSAND SHEAR WALL&' PROVIDE DOUBLE JOINTS (MIN) UNDER ALL WALLS PARALLEL TO SPAN U.N.O. PROVIDE D0UBLE`STUOS (MI )) TQ,FOUNDATION UNDER'ALUIIP AND GIRDER TRU95ES U.N.O. PROVIDE SHEAR CONNECTION FROM INTERIOR SHEAR WALLS TOTRUSSES OR JOISTS ABOVE, WHEN INTERIOR ALTERATIONS;.REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR. OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS, THE DWELLING UNIT SHALL BE PROVIDED WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. h..aines architectural services 336 South Sherman Spokane, Washington (509)328-5830 Q N 400 ki4 TtLIC A co) p'.' rr V Project Drawn :Date Revisions Sheet EXISTING GABLE END VENTS CONTINUOUS RIDGE VENT HARDIPLANK LAP SIDING (7 1/4 X 5/16 - 6" EXPOSURE ) TYPICAL ( VERIFY MATCH WITH EXISTING SLOPE) • ASPHALT COMP. SHINGLES --- 1' GABLE END VENT 1 12 5 L North Elevation 1/8" = .1'_ 0" ROOF SYSTEM ASPHALT COMPOSITION SHINGLES 118" GAP 15 # BUILDING PAPER BETWEEN SHEATHING 5/8" OSB SHEATHING ENGR. ROOF TRUSSES AT 24"O.C. 3 X 3 1/2 GLU-LAM BEAM a 's'o1E1 I. West Elevation 1/4" = 1'- 0" CONTINUOUS RIDGE VENT -- GABLE END VENT (16X12) Attic Ventilation 1 Sq Ft per every 300 Sq Ft of space ventilated with at least 50% in the upper portion of roof area. HIP TRUSS 5/8" TYPE X GYP. BD. Attic Accessible bv22'x30" % 4" CONC. SLAB ON GRADE ONE HOUR WALL 2 X'4 S AT:24" '5/8"TYPEXG BOARD EACH SIDE` OP ix tole r ROOF CAN VENT - CONTINUOUS RIDGE VENTS - FOUNDATION VENTS CONCRETE STEPS East Elevation N1101.3.1— Attic insulation certification required as to R — value or coverage. Markers, attached to trusses or rafters, required for every 300 sf of attic space with 1 inch high numbers for installed thickness of insulation. 12 5 40# felt for ice dam protection 10 2-1-' 4. errOz 9 R-38 BLOWN INSULATION WITH VAPOR BARRIER FLOOR SYSTEM 5/8" PARTICLE BOARD ' 1/2" CDX 9 1/2" TJI AT 16" O.C. ouutt n 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. Section . A 1/4"=1'-0" BEARING WALL 2X6SAT16"O.C. IS30 Under floor Clearance 18" EAVE / SOFFIT DETAIL TO MATCH EXISTING ,o i4 am. "r-m rA1.rut XZ'aada TOP PLATE F1r TER/rl INS O -------- 6 MIL VAPOR BARRIER Radon Mitigation System Required If Vents Subject to Closure 6 mil Vapor Barrier Required EXTERIOR BEARING WALL HARDIPLANK LAP SIDING BUILDING WRAP 1/2" OSB BOARD 2X6SAT16"O.C. R 21 FIBERGLASS INSULATION VAPOR BARRIER 1/2" GYPSUM BOARD FINISH. FLOOR of Under Floor Ventilation 1 Sq Ft per every 150 Sq Ft of under floor space area. 1 ventilating opening shall be within 3 feet of each comer. Openings shall be covered with approved material. Under floor accessible • by 18" x 24" , HARDITRIM ( 7/16 X 3 1/2 ) ROOF TRUSS 2X4SAT24"O.C. R,_.13_INSULATION -5/8"TYPE X,GYP. BOARD EACH SIDE OF STUD --� GARAGE FLOOR 5/8" TYPE X GYPSUM BOARD ----- -- 1" AIRSPACE 2 X 4 TREATED PLATE r CONTINUOUS RIDGE VENT I HARDITRIM (7 /16 X 7 1/2 ) TOP PLATE 8 1/2" -VERIFY MATCH WITH EXISTING — GABLE END VENT (16X12) �—: HARDITRIM (7/16X3 1/2 ) __MAIN FLOOR _ 0'- 0" FOUNDATION VENT1 SX16) T GABLE END VENT (16X12) South Elevation FOUNDATION VENTS - —7 haines architectural services 336 South Sherman Spokane, Washington (506) 328-5830 Project Drawn Date Revisions Sheet Anchor Bolts- Minimum 1/2" x 10" with 7" concrete embedment at 6' o.c. and 12" from ends of sill plates. STRUCTURAL NOTES GENERAL All codes, standards and specifications referred to in these notes are to be part of these notes os if fully set forth herein. Unless noted otherwise, these shall be the latest editions and supplements,. All details and notes on drawings are intended to be typical and shall apply to similar situations elsewhere unless noted or shown otherwise. Construction not specifically shown shall be accomplished per minimum requirements of the IBC. DESIGN LOADS Snow Load 30 psf Floor Live Load -50 psf Office Partition Dead Load-----20 psf Corridor Live Load ---------------------------- -----100 psf Basic Wind Speed ( per IBC) 85.. mph, Expo. B Seismic Loading ( per site class C , seismic group I ) FOUNDATION Allowable soil bearing pressure of 2000 PSF. Bottom of all footings to bear on native, inorganic, undisturbed soil 1'-0" minimum below existing grade. Extend all exterior footings 3'-0" minimum below finished grade. No footing shall bear higher than o 1 vertical to 1.5 horizontal slope above any excavation, existing or planned. Contractor sholl provide temporary shoring to prevent movement of walls if bockfill is placed before floor system is in place. There shall be 95% compaction (ASTM D1557 Modified Proctor Density) of all backffii soil under slobs on grade, where not outlined in the above referenced report. CAST -IN -PLACE CONCRETE Attain a minimum compressive strength of 3000 PSI at 28 days. Design of concrete was based on 2500 PSI compressive strength. Temperature reinforcement splices In walls, continuous footings and slobs shall lap 30 bar diameter. All other splices shall be as shown or noted on drawings. Additional splices, If required, shall comply with requirements of UBC, Maximum Slump: 3" for slobs and footings; 4" for walls, columns and beams. REINFORCING STEEL Deformed Bars: ASTM A615, Grade 40 for #3; Grade 60 for #4 & larger. Securely tle in place with double annealed 16 gauge iron wire or approved clips. Unless otherwise noted on these drowings, .provide clear embedment at reinforcing bars as follows: Concrete cast against soil = 3". Formed concrete against soil = 2". Walls, columns and beams exposed to weather = 2". Wails, columns and beams not exposed to weather = 1 1/2". Slab on grade = 2". Low hydrogen welding rods shall r.e used for ofl welding of reinforcing oars. Submit shop drowings of reinforcing steel for review by the Engineer and Architect prior to fabrication. STRUCTURAL AND MISC. STEEL Material shall comply with following standards except where noted otherwise: Shapes, plates and bars: ASTM A36, Fy = 36 KSi. Pipe: ASTM A53 or A501, Fy = 35 KSI minimum. Tubing: ASTM A500, Grade B, Fy = 46 KSI. Bolts: ASTM A325 high strength bolts (H.S.B.) unless noted os ASTM A307 machine bolts (M.B.). Where high strength bolts are used, they shall be installed with load indicator devices (load indicator washers or snop-off heads)._ Expansion bolts (E.B.): "Hilti Kwik Bolt" or approved equal. Flush expansion anchors: "Hilti Drop In Anchor's or approved equal. Adhesive anchors: "Hilti HVA" or approved equal. Headed anchor stud (H.A.S.): ASTM A108-69T, Fy = 50 KSI, end welded per manufacturer's recommendations. W000 Sawn Lumber: No. 1 & better Douglas Fir-Lorch, WWPA grading rules. Giu-laminated members: Simple span beams: 24F-V4. Continuous or cantilever beams: 24F-V8. Compression members: 2. Tension members: 3. • Sheathing: APA rated sheathing, APA rated Sturd-I-Floor, exposure-1, NER- 108. Framing anchors and connectors: "Simpson" or approved equal os Indicated on drawings. Install per manufacturer's recommendations. Glu-laminated members shall conform to the latest edition AITC 117, "Design Standard Specifications for Structural Glued Laminated Timber of Softwood Species." For nailing not shown on drawings, use IBC Nailing Schedule, Table No.2304.9.1; Shop Drawings of glu-laminated members to be submitted for review by the En-glneer and Architect prior to fabrication. Top plates of all stud walls shall be two 2X and same size as studs, lop plates 4 feet. PROPRIETARY PRODUCTS Premanufactured wood I -Joists, beams, and trusses to hove I.C.B.O. acceptance, and be of the same depths and spacing as noted on the framing plans. Manufacturer's published load tables to confirm design load carrying capabilities. Install the product per manufacturer's recommendotions. Submit shop drawings of layout and required connection details for review by the Engineer prior to fabrication. SPECIAL STRUCTURAL INSPECTIONS Bolts Installed in Concrete: Inspection not required; uninspected bolt values used for design. Welding: Periodic inspection required; 50% allowable stresses used for weld design. NAILING SCHEDULE NAILING' CONNECTION 1. Joist le, sill or girder. toenail 3•8d 2. Bridging to joist. toenail each end 2-8d 3. I" x 6" (25 min x 152 min) suhtloor or less to each joist, face nail 2-8d 4. Wider than I" x 6" (25 min x 152 min) suhfoor to each joist, face nail 3.8d 5. 2" (51 loin) sublkwu to joist or girder. blind and race nail 2-16d 6. Sole plate to joist or blocking. typical face nail I6d at 16" (406 rnm) o.c. L Sole plate to Joist or blocking: :u braced wall panels 3.1(xi per 16" (406 mm) r 7. Top plate to stud, end nand 8. Stud to sole plate '4-8d. toenail or 2-16d. end nail 9. Double studs. (ace nail (64 at 24" (610 non) o.c. 10. Doubled top plates. typical face nail ((xf at 16" (406 mm) o.c. Double top plates• lap splice 8-16d 11. Blocking between joists or rafters to')op plate. toenail 3-8d 12. Rim joist to top plate. toenail 8d at 6" (152 mm) o.c. 13. Top plates. laps and intersections. face nail 2-16d 14. Continuous header. Iwo pieces 16d at 16" (406 m nl o.c. along each edge 15. Ceiling joists to plate, toenail 3-8d 16. Continuous header to stud, toenail 4-8d 17. Ceiling joists. laps over partitions, face nail 3-16d IX. Ceiling joists to parallel ratters. face nail 3.16d 19. Rafter to plate, toenail 3-8d 20. 1" (25 min) brace to each stud and plate. five nail 2-8d 21. 1" x 8" (25 min x 203 mini sheathing or less to each bearing. face nail 2-8d 22. Wider than 1" x X" (25 min x 203 min) sheathing to each hearing. face nail 3-8d 23. Built-up comer studs 16d at 24" (610 min) o.c. 24. Built-up girder and beams 20d at 32" (813 min) o.c. at top and - bottom and staggered 2-2(k1 at ends and at each splice 25. 2" (51 rnm) planks 2-16d at each hearing Q J NOTE. PLACE CORNER BARS IN OUTSIDE CURTAIN IN WALLS WITH 2 CURTAINS OF STEEL LAP LAP LAP CONSTRUCTION JOINT WI -ERE APPLICABLE VERTICAL BAR 0 CORNER SAME SIZE AS VERT. BARS IN REMAINDER OF WALL CORNER BARS SAME SIZE AND SPACING AS OTHER HORIZONTAL BARS. GRADE 60 REINFORCING BAR SiZE 134 tt5 tt6 MIN. LAPS 20" 25" 30" TYPICAL WALL REINFORCING AT CORNERS, CMU OR CONCRETE TRUE STRAIGHT UNE SAWN WITHIN 24 HRS. t AFTER POUR i x x `I,;,1117.,l(1.411-1I1- I SAW CUT !''"`TRUE STRAIGHT LINE NOTE X x � x X t = j 11=H 1=1 I I_ al POUR STOP CONTRACTORS OPTION, SAW CUT OR POUR STOP. LOWEST BAR OF - FOUNDATiON WALL 2 1x2 CONT. KEY OR "BURKE" KEYED KOLD JOINT OR EQUAL SEE PLAN FOR STEP LOCATION ,-0„ cj " /If MATCH FTG. REINF. - -Hnl 11 1.5"H" J -Dw V 1 CONCRETE WALL 1.5 "H" MIN. 1'-0" 3 5 TYPICAL STEPPED FOOTING AT CONCRETE WALL CONTROL JOINT ON TRUE VERTICAL LINE. CAULK EA. SIDE VERT. BAR SAME SIZE AS TYPICAL VERT. REINF. 4 NOTES: FILL WITH GROUT BLDG. PAPER OR ASPHALT EMULSION PAINT ONE SIDE 1. BOND BEAM BARS TO BE CONT. THRU JOINT. 2. MAX. SPACING 30'-0" 0.C. 3. MASONRY CONTROL JOINT SHALL NOT BE LOCATED CLOSER THAN 5'-0" TO JAMB. 4. # 5 BAR X 48" (MtN) HORiZ. AT FLOOR / ROOF LINE TYPICAL C.M.U. CONTROL JOINT SHADED AREAS ARE OVERBUILD AREAS CROSS HATCHED AREA iS LIMIT OF EXISTING BUILDING WALLS . EXISTING SHINGLES SHALL BE REMOVED , BUT EXISTING SHEATHING SHALL REMAIN . BEAM SCHEDULE MK. BEAM SIZE REMARKS (2)2X10 (2)2X8 - (2)2X6 k, GLU LAM 3 X 12 GLU LAM 3 X 13 1/2 O 0 O 0 10 N i ENGR ROOF TRUSSES AT 24" O.C. EXISTING FOUNDATION WALL DECKS: Ledger board requires' 'A" lag bolt @ 16" o.c. with flashing behind. Guardrail 36 in. high required if floor more than 30 in. above grade. Picket spacing no more than 4 in. apart. Posts require approved base and beam connectors. Min. 24 in. frost protection to finish grade with min. 12 in. footing base. FTG .12"X30"X , 6" DEEP ( 2 PLACES ) -% CCNTIN. FTG. 12"X8"DEEP # 4 HORIZ. 0 OVERBUILD FLAT ROOF AREA WITH PLYWOOD CRICKET TO DRAIN TO GUTTER HIP TRUSS - ENGR. ROOF TRUSSES AT 24" O.C. 6" CONC. FOUND. WALL ( TYPICAL ) # 4 AT 18" O.C. HORIZ. # 4 AT 12" O.C. , VERTICAL CONTIN. FOOTING 6" X 12" # 4 CONTIN. HORIZ. ( TYPICAL) in 0 4" CONC. SLAB ON GRADE BEARING WALL 2X6SAT 16"O.C. - CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1) FOUNDATION WALLS - 3000 # PSI SLABS, GARAGES, CARPORTS & PORCHES - 3500 # PSI ALL FOOTINGS MUST BE CONTINUOUS Minimum 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. 2'- 5„ END OF EXISTING OVERHANG . NEW ROOF SHEATHING SHALL FLUSH WITH EXISTING . \ .N1 Idt ENGR. ROOF TRUSSES AT 24" O.C. ( ENGR ROOF TRUSSES AT 24" O:C. HIP TRUSS ENGR. ROOF TRUSSES AT 24" O.C.- - Roof Framing Plan 1/8" = 1 0" X8"DEEP` # 4 AT 12" O.C. E.W. �' ! . i 16'- 0" 54'- 5".. 9 1/2" TJI S AT 16" O.C. 2 X 8 S AT 16" O.C.T- 2X6SAT16"O.0 THICKENED SLAB 16" X 8" THICK 4 HORIZ. FTG. 124" X 64" X 6" DEEP # 4 AT 12" O.C. E.W. FTG. 24" X 36" X 6" DEEP # 4 AT 12" O.C. E.W. --� 0" Foundation / Floor Framing._Plan 1/8" = 1 0" 2X6SAT24"O.C. (AT TOP CHORD OF TRUSS ) �; ti ENGR. ROOF TRUSSES AT 24" O.C. FLOOR SHEATHING • 5/8" PARTICLE BOARD OVER 1/2" CDX (V r 0 FTG. 2'- 0" SQ. X 8" DEEP (N rn OUT. t- ACE OF C NC., 0 0 0 (a haines architectura services 336 South Sherman Spokane, Washingtol (509) 328-5830 Project Drawn Date Revisions Sheet of 1 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 Sif le9* 0008 - ciFi AO .e,:fti:JA5:1A0 ;er; ooee 83H3fiOci REVIEWED FOR COV,COMPLIANCE SPOKANE VALLEY ILDI G DIVISION 774 0