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2006, 12-05 Permit App: 06004699 RemodelProject Number: 06004699 Inv: I Application Date: 12/5/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: _ _ ._ _ ,;,_., Permit Use: REMODEL EXISTING BASEMENT Contact: HAWLEY CONSTRUCTION Description Grp Type Address: S. 1511 BOWDISH Sit Ft Valuation C - S - Z: SPOKANE, WA 99206 Setbacks: Front Left: Right: Rear. Phone: (509) 926-1935 REMODEL Group Name: 345 Project Name: Site Information: BASEMENT �. Plat Key: Name: Range District: Sout ParMNumber: 45201.1631 Block: Lot: SiteAddress: 10013E 8TH AVE Owner: Name: SUNSHINE HEALTH FACILITIES, Item Description Address: 10440 E 8TH AVE Locatio r: CSV SPOKANE, WA 99206 Zoning: UR -22 Urban Residential -22 Water District 101 SPO CO WATER DIST#3B Hold: ❑ Area: 18,000 SriFt Width: 0 Depth: 0 Right OfWay (it): 0 Nbr of Bldgs: 0 NbrofDwellings: 0 Review Information: Review Building Plan Review Released By: Originally Released: 12/4/2006 By: TMELBOU Permits: Building Permit Contractor: HAWLEY CONSTRUCTION Firm: HAWLEY CONSTRUCTION Address: 10916 E RINEAR RD Phone: (509) 926-1935 VALLEYFORD WA 99036 This Application: Total Project: Description Grp Type Notes Sit Ft Valuation Sit Ft Valuation BASEMENT R-3 VB REMODEL 345 $1,725.00 345 $1,725.00 BASEMENT Totals: 345 $1,725.00 345 $1725.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE I SELECT $69.25 WSBCSURCHARGE 1 SELECT $4.50 SF PLNS RV W < 7999 So FT 1 SELECT $27.70 Permit Total Fees: $101.45 Operator: jmm Printed By: jmm Print Date: 12/5/2006 Project Number: 06004699 Inv: I Application Date: 12/5/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Payment Summary:..., Perron Ty, Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $101.45 $101.45 $0.00 $101.45 $101.45 $101.45 $0.00 $101.45 Disclaimer: Submittal of this application certifies the owner (or persons) 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: joint Print Date: 12/5/2006 Project Number: 06004699 Inv: I . Application Date: 11/30/2006 Pagel oft THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: _ . ,..._, ..,>.,,N_... .. ,. ,..- Permit Use: REMODEL EXISTING BASEMENT Contact: HAWLEY CONSTRUCTION Description Gro Tvpe Address: S. 1511 BOWDISH Sq Ft Valuation C - S - Z: SPOKANE, WA 99206 Setbacks: Front Left: Right: Rear: Phone: (509) 926-1935 REMODEL Group Name: 0 Project Name: Site Information. BASEMENT Plat Key: Name: Range District: Sout Parcel Number 45201.1631 Block: Lot: SiteAddress: 10013 E 8TH AVE Owner: Name: SUNSHINE HEALTH FACILITIES, 0 Address: 10440 E 8TH AVE Location:: CSV SPOKANE, WA 99206 Zoning: UR -22 Urban Residential -22 Fee Amount Water District: 101 SPO CO WATER DIST43B Hold: ❑ Area: 18,000 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: :,..,,,.,-.>a,...a,.,, ,rm,.«.�....�.�..-� ., .��._Q ....,:...„�.. Review $4.50 Building Plan Review Released By L Permits: sm._F. .W..,.r,«.. _ 1..... n—:,.,. 6 ,..,:�a...,,.,.. Building Permit - --- -- --- Contractor: HAWLEY CONSTRUCTION Firm: HAWLEY CONSTRUCTION Address: 10916 E RINEAR RD Phone: (509) 926-1935 VALLEYFORD WA 99036 Operator: jmm Printed By: jmm Print Date: 11/30/2006 This Application: Total Project: Description Gro Tvpe Notes Sq Ft Valuation Sit Ft Valuation BASEMENT R-3 VB REMODEL 0 $6,000.00 0 $6,000.00 BASEMENT Totals: 0 $6,000.00 0 $6,000.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE i SELECT $125.25 WSBCSURCHARGE 1 SELECT $4.50 SF PENS RV W < 7999 SO FT 1 SELECT $50.10 Permit Total Fees: $179.85 Operator: jmm Printed By: jmm Print Date: 11/30/2006 Project Number 06004699 Inv: I Application Date: 11/30/2006 Page 2 oft THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Payment Summary Permit Type Fee Amount Invoice Amount Amount Paid Amount Owm Building Perom $179.85 $179.85 $0.00 $179.85 $179.85 $179.85 $0.00 $179.85 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: Irmo Printed By: jmm Print Date: 11/30/2006 _ Penni[ Centex Spokane 11707 E Sprague Ave, Suite 106 PERMIT NUMBER: jUalle Spokane Valley, WA 99206 PERMITFEE: Y (509)688-0036 FAX: (509)698-0037 Community Development NOV 3 0 2006 Residential Construction ❑ New Construction ❑ Accessory Bldg Permit Application �KAddition/Reruodel ❑ Deck ❑ Other: SITE ADDRESS ASSESSORS PARCEL NO: !JS 12U1,/b3/ LEGALDESCRIPTION Building owner Name: W Sjl�Nr- ilf mow;... Address: 1041J 6 6 %dl City: tq�'t%b Zip: Phone: G.7 --- Contact Person ':- . Name: Phone: - ..: Contractto'�rII DIMENSIQS: # OF STORI S: Ewa Gt 1.15 4-v( l z> J Address: 0 v a ANCA-GZ.. 'Zti -'' City: 2 FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: zip: / {� Phone: Fax: f LicNo: "AWt,6:C'q(odQ .Dare: City Business Lic No: („G -2 Describe the scope of work in detail Cost of Project: I $ 6" C)vwr co �vk�tZ e�isi,�%:; i3a'SEv>?�*✓/ .j�,,E��r4,�=-, .�- i�trl-�or�i %CU C/G�-tic- ��v'� A/JO/T.�✓F� f7�- �j'y`"' **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIQS: # OF STORI S: TOTAL HABITABLE SPACE: n A v a n MAIN FLOOR TO SQ. 2 FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: AREA: h 0 FINISHE BASEMENT GARAGE SQ. DEC OV PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: _ n. tib- PROPERTY: d/a- # OF BFr ROOMS: COO UI�CTI�TYPE, HEAT SOURCE: SEWER OR SF TIC. /J (- DISCLAIMER The pernitee 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 ordinanc �. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application be proc s - Signature a Date Method of yment:ed permit applications will only be accepted with major bankcard) E]Cash ❑ Check ❑ Mastercard ❑ VISA ❑ Other Bankcard#: Expires: VIN#: Authorized Signature: RE SEo acs2.o Spokane �s'Valley 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.1000 ♦ Fax: 5D9.921.1008 ♦ cityhal4spokanevalley.org Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22" X 30" attic access location ❑ 18" X 24" crawl space access: ❑ One-hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information Permit Center Spokane 11707 ESprague Ave. Suite 106 PERMIT NUMBER: �1 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 PERMIT FEE: Cammunily Development r,r„-vonkercvallev ore Plumbing Permit Application ❑ Commercial ❑ Residential SITE ADDRESS: Building Owner Name: y4�_ Address: D ��¢- C7H Phone: Cit, -�,..� ) I(:J� Fax: vi S"'bGe�F-K state (.k/ -F- ZP L I yG Contractor Name: Lf� ��=+�)S� Phone Address: V `^� (� L� City (}(.6-�41OZ�� State: 6v"t ZIPI 117p jL License No'. ConlaU Names ev Phone: S AUTHORIZED REVISED.... Petmft Center Spokane 11)0] E Sprag ve Ave, Suitt 106 ��]al�e), Spokane valley, WA 99206 ! : 1N PERMIT NUMBER: Community Development (509)688-0036 FAX (509)688-0010 .��sp-Aannane.�_o.�_ Mechanical Permit Application 7 Commercial PERMIT FEE: esidential SITE ADDRESS: /Jc�'13 Building Owner 5.% Sti%)C- 2', Name: ! : 1N Ph.ue 9q 7) _L Fax: — Address: �O C Z_ City: 4(t&L4(t&I SuiteZIP 9� Contranor Name: 1 S�7 Phone:�3` Address: City'114 I. L,C �2I_J 9tete! Ztx , O} License No 1GOtb� �� - p City Business Lie 6003 iib\� Contact Name: ,.J `L Phone: c>o _. ©7.1;-- AU 1 MUKIZEU SIUNA IURb: REVSED RR105 CHAPTER 20 BOILERS AND WATER HEATERS SECTION M2001 BOILERS M2001.1 Installation. In addition to the requirements of this code, the installation of boilers shall conform to the manufac- turer's instructions. The manufacturer's rating data, the name- plate and operating instructions of a permanent type shall be attached to the boiler. Boilers shall have all controls set, ad- justed and tested by the installer. A complete control diagram together with complete boiler operating instructions shall be furnished by the installer. Solid and liquid -fuel -burning boilers shall be provided with combustion air as required by Chapter 17. M2001.1.1 Standards. Oil -fired boilers and their control systems shall be listed and labeled in accordance with UL 726. Electric boilers and their control systems shall be listed in accordance with UL 834. Boilers shall be designed and concocted in accordance with the requirements of ASME CSD -1 and as applicable, the ASME Boiler and Pressure Vessel Code, Sections I and IV. Gas-fired boilers shall con- form to the requirements listed in Chapter 24. M2001.2 Clearance. Boilers shall be installed in accordance with their listing and label. M2001.3 Valves. Every boiler or modular boiler shall have a shutoff valve in the supply and return piping. For multiple boiler or multiple modular boiler installations, each boiler or modular boiler shall have individual shutoff valves in the sup- ply and return piping. Exception: Shutoff valves are not required in a system hav- ing a single low-pressure steam boiler. M2001A Flood -resistant installation. In areas prone to flood- ing as established in Table R301.2(1), boilers, water heaters, and their control systems shall be located or installed in accor- dance with Section R323.1.5. SECTION M2002 OPERATING AND SAFETY CONTROLS M2002.1 Safety controls. Electrical and mechanical operating and safety controls for boilers shall be listed and labeled. M2002.2 Hot water boiler gauges. Every hot water boiler shall have a pressure gauge and a temperature gauge, or combi- nation pressure and temperature gauge. The gauges shall indi- cate the temperature and pressure within the normal range of the system's operation. M2002.3 Steam boiler gauges. Every steam boiler shall have a water -gauge glass and a pressure gauge. The pressure gauge shall indicate the pressure within the normal range of the sys- tem's operation. The gauge glass shall be installed so that the midpoint is at the normal water level. M2002.4 Pressure -relief valve. Boilers shall be equipped with pressure -relief valves with minimum rated capacities for the equipment served. Pressure -relief valves shall be set at the maximum rating of the boiler, Discharge shall be piped to drains by gravity to within 18 inches (457 mm) of the floor or to an open receptor. M2002.5 Boiler low-water cutoff. All steam and hot water boilers shall be protected with a low-water cutoff control. The low-water cutoff shall automatically stop the combustion oper- ation of the appliance when the water level drops below the lowest safe water level as established by the manufacturer. SECTION M2003 EXPANSION TANKS M2003.1 General. Hot water boilers shall be provided with ex- pansion tanks. Nonpressurized expansion tanks shall be se- curely fastened to the structure or boiler and supported to carry twice the weight of the tank filled with water. Provisions shall be made for draining nonpressurized ranks without emptying the system. M2003.1.1 Pressurized expansion tanks. Pressurized ex- pansion tanks shall be consistent with the volume and ca- pacity of the system. Tanks shall be capable of withstanding a hydrostatic test pressure of two and one-half times the al- lowable working pressure of the system. M2003.2 Minimum capacity. The minimum capacity of ex- pansion ranks shall be determined from Table M2003.2. SECTION M2004 WATER HEATERS USED FOR SPACE HEATING 1142004.1 General. Water heaters utilized both to supply pota- ble hot water and to provide hot water for space heating shall be installed in accordance with this chapter, Chapter 24, Chapter 28 and the manufacturer's installation instructions. SECTION M2005 WATER HEATERS M2005.1 General. Water heaters shall be installed in accor- dance with the manufacturer's installation instructions and the requirements of this code. Water heaters installed in an attic shall conform to the requirements of Section M1305.1.3. Gas-fired water heaters shall conform to the requirements in Chapter 24. Domestic electric water heaters shall conform to UL 174 or UL 1453. Commercial electric water heaters shall conform to UL 1453. Oiled -fired water heaters shall conform to UL 732. M2005.2 Prohibited locations. Fuel -fired water heaters shall not be installed in a mom used as a storage closet. Waterheaters located in a bedroom or bathroom shall be installed in a sealed enclosure so that combustion air will not be taken from the liv- ing space. Direct -vent water heaters are not required to be in- stalled within an enclosure. 2003 INTERNATIONAL RESIDENTIAL CODE® 323 1) NET CLEAR OPENING. 5 7 SQUARE FEET GRADE'! DOR OPENING IMAM N -I 5.0 SQUARE FEET 2, 11I1 r i I ,1R nPFNING HEIGHT 241NCHES ]'NC ,, AH JPENING MOTH 2O INCHES L MAX RNryIED SILL HEIGHT 44- ABOVE FLOOR 51 f ML RILI 14C E SCAPE 8 RESCUE OPENING SHALLBE t PIP.AI ILINAL FROM THE INSIDE OF THE ROOM WITHOUT Dlf ,.SF UI nt YS OR TaGLS REQUIRING A PERMIT OCCUR, OR WHEN ONE OR SLEEPING ROOMS ARE ADDED OR CREATED IN EX DWELLINGS. THE DWELLING UNIT SHALL BE PR( WITH SMOKE ALARMS LOCATED AS REOUIREO TO DWELLINGS. BEDROOM O IT! LAUNDRY ROOM a", * rmly INTEFICON- MANNER THAT THE ACTIVATION OF I AI -qII WILL ACTIVATE ALL ALAR (I ROOMS, AREAS APPROACH '.00MS. VAULTED CEILI SF OF 24' & ON EACH FLOOR) u 50 CFM & laundi Ta ex iG.RF! 1.1 WATER HEA SEs M1 .�-rrA-cl - -.-j G A'A 2_ — NEW 36" FIBERGLASS SHOWER KIT ExIsT',,,�,.I`t NEW VANITY— \/4'.O" ANITY— 22'11 1/2" UPC 508.2 — Water heaters require anchoring or strapping at upper and lower one third points to prevent horizontal displacement during earthquakes. Strappmg NOTES: shall be a minimum of 4 inches above controls. ) REMOVE FLOORING AND BASE - BASE TO BE SALVAGED FOR RE -USF, 02 EXISTING CEILING TO BE REVISED TO MATCH ADJACENT ROOM )� � DOORS TO BE SALVAGED FOR RE -USE fir/ NEW CARPET 5) VINYL FLOORING, RE -INSTALL BATH FIXTURES, NEW LIGHTING OWNER. SUNSHMEGARDENS ' ADDRESS. IWBE. 8THAVE.,SP0KANE.WA DATE: 11/208006 I BY: IDH ..,-,�T �. ...... ...... A1.3 •.. y�y K_ V� 0 6 8" ,,, �'� LOCATED DOOR. D w NEW WALL-TYP.— SEED . Bb 28xKA �,, 7W0— f —STACKABLE WASHER &DRYER 7 13/4'X91/2"LVL'OR S 12Fo L' B VEuoati w II 4 m 2 PEC ROOM . SEE DETAIL 2/A 1 4 — 22'11 1/2" UPC 508.2 — Water heaters require anchoring or strapping at upper and lower one third points to prevent horizontal displacement during earthquakes. Strappmg NOTES: shall be a minimum of 4 inches above controls. ) REMOVE FLOORING AND BASE - BASE TO BE SALVAGED FOR RE -USF, 02 EXISTING CEILING TO BE REVISED TO MATCH ADJACENT ROOM )� � DOORS TO BE SALVAGED FOR RE -USE fir/ NEW CARPET 5) VINYL FLOORING, RE -INSTALL BATH FIXTURES, NEW LIGHTING OWNER. SUNSHMEGARDENS ' ADDRESS. IWBE. 8THAVE.,SP0KANE.WA DATE: 11/208006 I BY: IDH ..,-,�T �. ...... ...... A1.3 2X4 F/L @ 16" OC - TYP. it f PRESSURE TREATED 2X4 PLATE -TYP. n TYPICAL WALL CONSTRUCTION In i I ADD STUD TO ONE SIDE - OF BEAM POCKET - TWO (2) 1 3/4"X 91/2" LVL'S y �z HEADER DETAILS. U Duplex Remodel Wood Beam Sizing Wednesday, November 22, 2006 1:YQq P1109Ta11u E91u19II9WI bW Maximum moment: 7.1 kip ft at 6'- 0 from left due toDLLL #ID2D3L4D See print out of LOADING - SIMPLE SPAN for explanation of moment calculations There are four loads on the beam Beam span: 12 feet 0 inches center line to center line (distance from face to face of supports plus 1/2 required hearing length at each end) Reaction at left support: 2,424 pounds Reaction at right support: 2,424 pounds Reactions include approximate weight of beam Beam weight has been calculated at average wood weight of 40 pounds per cubic foot Beam weighs 96 pounds total WOOD TYPE: LVI., lumber LVL 2800 with the following base table design values: Fiber stress in bending: Fb = 2,800 psi Horizontal shear: Fv = 250 psi Modulus of elasticity: E = 2.0 million psi Engineered laminated wood product - must be adequately braced Continuous lateral support of top edge with loading on top of beam Ends solidly blocked to prevent rotation or displacement No adjustments made. MAXIMUM PERMITTED working stresses are therefore: Fb = 2,800 psi Fv = 250 psi E = 2.0. million psi BEAM SELECTED: by 4 inches nominal width 10 inches nominal depth with the following properties (b and d are actual beam size): Section modulus (S in3): b times d squared divided by 6 equals 49.9 in3 Moment of Inertia (1 in4): b times d cubed divided by 12 equals 230.8 in4 (Actual Size: 3.5 x 9.25 inches) LVL Lumber-- exactly 2 pieces at 1 3/4 inches to make up width Duplex Remodel Page Two Wood Beam Sizing Wednesday, November 22, 2006 Beam will deflect 1 in 1187 under live load Beam will deflect I in 360 under total load Total span in inches 144 divided by atrial deflection 0.12 equals 1187 ACTUAL DEFLECTION at center of beam will be 0.12 inches under live load Sum of the relative deflections: 0.19 inches, adjusted for actual E and 1 0.19 times 288 (for full size 2x12) divided by E of 2.0 and I of 230.8 equals 0.12 See print out of LOADING - SIMPLE SPAN for relative deflections ACTUAL FIBER STRESS under full load: 1,741 psi, 62% max Actual fiber stress equals maximum moment in pound -inches divided by actual section modulus Also including moment due to beam self -weight: 96 times 12.0 divided by 8 equals 144 7,128 plus 144 pound -feet tunes 12 divided by 49.9 equals 1,741 psi which is 62% of the maximum permitted fiber stress of 2,800 psi ACTUAL SHEAR STRESS under full load: 98 psi, 39% max (Loads ignored within distance from end equal to beam depth) Actual shear stress equals 1.5 times Rv divided by b times d where Rv is the maximum left or right reaction not including loads close to end 1.5 times 2,424 pounds minus 305 pounds close to end divided by 3.5 times 9.25 equals 98 psi which is 39% of the maximum permitted shear of 250 psi File: E0: :53'' PROVIDE DIAGRAMS AND EN(3!NEERING LAYOUTS FOR ROOT= TRUSSES, BEAMS AND Fi COR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS REVIEWED FON. ,' OD E COMPLIANCE SPOKANE VAI L=l Bcll!NG WION .0��06