Loading...
2009, 02-19 Permit App: 08004867 ResidenceProject Number: 08004867 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 2/19/2009 Project Information: Permit Use: SFR W/ATT GAR Setbacks: Front Site Information: Plat Key: Page 1 of 3 Contact: LOWELL & NATALIE PROUTY Address: 3025 N BARKER RD C - S - Z: SPOKANE WA 99027 Left: Right: Rear: Phone: (509) 994-2199 Group Name: Project Name: Name: Range District: East Parcel Number: 45261.1646 Block: SiteAddress: 14707 E 24TH AVE Location:: CSV Lot: Owner: Name: LOWELL & NATALITE PROUTY Address: 3025 N BARKER RD SPOKANE WA 99027 Zoning: R-2 SF Res Suburban District Water District: 010 VERA Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: - Review Building Plan Review [Released By: Other Reviews Originally Released: 2/19/2009 By: RGUERRY Released By: Driveway/Approach Originally Released: 2/17/2009 By: jdavis Released By: Originally Released: 2/19/2009 By: RGUERRY Landuse/Zoning/HE Conditions Released By: Originally Released: 1/6/2009 By: cjjanssen Operator: JD Printed By: jmm Print Date: 2/19/2009 Project Number: 08004867 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 2/19/2009 Sewer Review Permits: Page 2 of 3 Released By: Contractor: OWNER Item Description Approach Firm: OWNER Phone: (000) 000-0000 Units Unit Desc APPROACH -CONST IN ROW 1 NUMBER OF Permit Total Fees: Building Permit Fee Amount $50.00 $50.00 Contractor: OWNER Firm: OWNER Phone: (000) 000-0000 This Application: Total Project: Description Grp Type Notes Su Ft Valuation Sq Ft Valuation 1&2 FAMILY R-3 VB 1,233 $117,122.67 1,233 $117,122.67 2ND FLOOR R-3 VB 1,677 $125,238.36 1,677 $125,238.36 DECK OPEN R-3 VB 120 $1,800.00 120 $1,800.00 GARAGE U-1 VB 1,965 $37,335.00 1,965 $37,335.00 Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Totals: 4,995 $281,496.03 4,995 $281,496.03 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Mechanical Permit Fee Amount $2,012.95 $4.50 $805.18 $2,822.63 Contractor: OWNER Firm: OWNER Phone: (000) 000-0000 Item Description GAS WATER HEATER GAS APPLIANCE<=100,000BTU GAS PIPING Units Unit Desc Fee Amount 1 NUMBER OF $10.00 1 NUMBER OF $12.00 2 # OF UNITS $2.00 Permit Total Fees: $24.00 Operator: JD Printed By: jmm Print Date: 2/19/2009 Project Number: 08004867 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 2/19/2009 Contractor: OWNER Item Description TOILETSBIDETS SINKS SHOWERS TUBS DISH WASHERS CLOTHES WASHER Notes: Payment Summary: Permit Type Approach Building Permit Mechanical Permit Plumbing Permit Plumbing Permit Page 3 of 3 Firm: OWNER Phone: (000) 000-0000 Units Unit Desc 3 NUMBER OF 5 NUMBER OF 2 NUMBER OF 1 NUMBER OF 1 NUMBER OF 1 NUMBER OF Fee Amount $50.00 $2,822.63 $24.00 $78.00 Permit Total Fees: Invoice Amount $50.00 $2,822.63 $24.00 $78.00 Fee Amount $18.00 $30.00 $12.00 $6.00 $6.00 $6.00 Amount Paid $0.00 $0.00 $0.00 $0.00 $78.00 Amount Owing $50.00 $2,822.63 $24.00 $78.00 $2,974.63 $2,974.63 $0.00 $2,974.63 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: JD Printed By: jmm Print Date: 2/19/2009 Spokane jValleyE Community Development Residential Construction Permit Application w Permit Center 11703 E Sprague Ave, Suite B-3 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www.spokanevalley.org PERMIT NUMBER: r0 vv407 PERMIT FEE: ew Construction n Accessory Bldg Addition/Remodel Deck (l Other: SITE ADDRESS: 1707 E aye ASSESSORS PARCEL NO: 44SO2t'/. /to 4/42 LEGAL DESCRIPTION: Building Owner: DIMENSIONS: 33'Y `/02' r-� Name: 4 o tuaC� „kA/, a. % e, prey TOTAL HABITABLE SPACE: _53/0 Address: 3146- ,k/, sacker led. . Address: City: Spokane, State: L)4 Zip: 990.7 Phone: eigit-2199 or 9 !-h9#2 Fax: State: Contact Person Name: 09-(4 Phone: 9911-x/99 e17 474 2S -a0 /7 Contractor: totter- Adder - DIMENSIONS: 33'Y `/02' Name: TOTAL HABITABLE SPACE: _53/0 MAIN FLOOR TOSSQ. FTG: ��r fJ l 2 3) Address: 'tfid€tM T SQ. FTG: ... �� IMPERVIOUS SURFACE AREA: 'es4s9.,�', e4 -Z8 �Xt Conerdc- ate -4-'7132 City: State: Zip: Phone: Fax: CONSTRUCTION TYPE: -HEAT s/e.741'erncr-L. c i n vt Contractor Lic No: Exp Date: City Business Lic. No: Describe the scope of work in detail: Cost of Project: $ / 6' a: �J/ter fo (fel/clop ! /amu to in �J b1Qmn . c.Al1L a- tC cs 0 S Puri Cpm i-eei eat u / ,fie5 ariat doe/ aft O r'i S ray s Proposed Use: ren_ L d u l -e-'2 p **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: Lie 1 DIMENSIONS: 33'Y `/02' # OF STORIES:t`t 2 -i- C-E37� j be,lcr�I TOTAL HABITABLE SPACE: _53/0 MAIN FLOOR TOSSQ. FTG: ��r fJ l 2 3) 2"" FLOOR SQ. FTG: &t S7( 77 'tfid€tM T SQ. FTG: ... �� IMPERVIOUS SURFACE AREA: 'es4s9.,�', e4 -Z8 �Xt Conerdc- ate -4-'7132 FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: (sCK/COV. SJ-/oP 9h4 Into-1� PATIO SQ. FTG: /aO sq. A. ok 30% SLOPES ON PROPERTY: # OF BEDROOMS: 3 CONSTRUCTION TYPE: -HEAT s/e.741'erncr-L. c i n vt SOURCE:SEWER �'a A S le r tl a c.2 / f C.C. • OR SEPTIC? t 9 -- The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be processed. SIGNATURE: Method of Payment: 0 Cash Bankcard #: Authorized Signature; REVISED 2/15/07 DATE: ❑ Check ❑ Mastercard 0 VISA Expires: VIN#: fifidy- /g s (-6 F OOP RESIDENTIAL CHECK LIST DIRECTIONS: Place a check mark in box next to each document required for complete submittal. o SITE PLAN Property lines and dimensions Direction arrow pointing North and orientation to streets ((Proposed/existing buildings (footprint and dimensions) o Utilities, septic tank/drain field locations and distances o Setbacks to property lines o Distance between buildings o Right of way/easement location & sizes o Driveway approach size and location BUILDING PLANS (3 SETS) (minimum 1/8 inch scale or completely dimensioned) O Elevations (Front/Rear/Sides) with roof peak and wall height including basement: ❑ Foundation Plan (crawlspace, basement or slab on grade): 6, Footing sizes and locations V - Perimeter concrete foundation wall sizes ice ventilation o Supporting wood cripple walls or beams Et Thickened concrete pads supporting beams or girder trusses O Floor Plan of each level (finished or unfinished) with dimensions: g Floor Joist direction, size and spacing o Header, beam or concrete lintel sizes o Brace wall panel locations Water heater and furnace locations o Exhaust fan locations Deck or concrete patio sizes and locations ❑ Roof Plan: Engineered truss direction and spacing 7 ❑ Rafter and over frame direction, size and spacing ❑ Wall Section Detail including: Roof c1 Slope/ roofing material/ underlayment/ ice dam protection Sheathing size and type Ceiling icrush ti Joist size and spacing Wall WHeight/ top plate/ stud size and spacing/ sole plate Exterior sheathing size and type Floor 'Joist size and spacing Foundation Wall 16 Concrete or Masonry unit width s Earth to wood separation distance Footing d, Size Radon c$ Passive system with 6mil vapor barrier Miscellaneous Construction Details 0 Deck: o Floor plan/ side view/ dimensions o Floor Joist/ decking direction, size and spacing 4 Stairway tread rise & run and nosing Window and door location and sizes Window well locations if applicable gf Room usage labels o Smoke detector locations cf Attic and crawl space access locations o Fire Wall construction '4 Ridge, eave and valley lines Beam and girder size and location o Truss or rafter size, spacing & connection o Attic insulation/ air space baffle/ ventilation o Size of ceiling gypsum wall board o Siding/ exterior house wrap/ anchor bolts o Insulation, vapor barrier, gypsum wall board o Sheathing or concrete floor size/ insulation o Footing bottom to finished ground level depth o Horizontal & vertical reinforcement if any o Reinforcement if any o Active system with 6 mil vapor barrier o Footings/ post/ and beam size and locations o Handrail / Guard height & spacing Spokane jVMlley. Community Development Mechanical Permit Application Permit Center 11703 E Sprague Ave, Suite B-3 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www. spokaneval lev.ore PERMIT NUMBER: PERMIT FEE: n Commercial n Residential SITE ADDRESS: /'/ 7o 7 E az/ 71 e, Building Owner Name:1t/ti� f �1ald Fri) -4y Q p Phone: qg-ai (7 Fax: Address: City: State: Zip: Contractor Name: Phone: Fax: Address: City: State: Zip: License No: City Business Lic: Contact Name: Phone: DESCRIPTION OF WORK # OF UNITS X COST = TOTAL AMOUNT 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 X $12.00 2 FUEL BURNING APPLIANCE More than 100,000 X $15.00 3 UNLISTED APPLIANCE (Additional Fee) Equal to or less than 400,000 X $50.00 4 UNLISTED APPLIANCE (Additional Fee) More than 400,000 X $100.00 5 USED APPLIANCE (WSEC min. AFUE rating) Equal to or less than 400,000 X $50.00 6 USED APPLIANCE (WSEC min. AFUE rating) More than 400,000 X $100.00 7 BOILER/REFRIGERATION 1 - 100M BTU X $12.00 8 BOILER/REFRIGERATION 101 - 500M BTU X $20.00 9 BOILER/REFRIGERATION 501 - 1,000M BTU X $25.00 10 BOILER/REFRIGERATION 1,001 - 1,750M BTU X $35.00 11 BOILER/REFRIGERATION More than 1,750M BTU X $60.00 12 GAS LOG, GAS INSERT, GAS FIREPLACE X $10.00 13 RANGE X $10.00 14 DRYER X $10.00 15 FUEL BURNING WATER HEATER 16 MISC. FUEL BURNING APPLIANCE r X $10.00 X $10.00 17 GAS PIPING (each outlet) 2 X $1.00 18 DUCT SYSTEMS X $10.00 19 VENTILATING FANS X $10.00 20 AIR HANDLER (DOES NOT include ducting) Equal to or less than 10,000 CFM X $12.00 21 AIR HANDLER (DOES NOT include ducting) Greater than 10,000 CFM X $15.00 22 EVAPORATIVE COOLERS X $10.00 23 TYPE I HOOD X $50.00 24 TYPE II HOOD X $10.00 25 HEAT PUMP/AIR CONDITIONER 0-3 TON X $12.00 26 AIR CONDITIONER 4-15 TON X $20.00 27 AIR CONDITIONER 15-30 TON X $25.00 28 AIR CONDITIONER 30-50 TON X $35.00 29 AIR CONDITIONER More than 50 TON X $60.00 30 LPG STORAGE TANK x $10.00 31 WOOD OR PELLET STOVE/INSERT X $10.00 32 WOOD STOVE - FREE STANDING X $25.00 33 REPAIR & ADDITIONS X $15.00 34 VENTILATION SYSTEMS X $12.00 35 VENTILATION MECHANICAL EXHAUST X $12.00 36 INCINERATOR - RESIDENCE X $19.00 37 INCINERATOR - COMMERCIAL x $22.00 METHOD OF PAYMENT: ❑CASH ❑ CHECK ❑ VISA ❑ MC CARD #: AUTHORIZED SIGNATURE: REVISED 8/26/05 EXPIRES: SUBTOTAL PROCESSING FEE $35.00 TOTAL PERMIT FEE DUE: Permit Center SOokane 11703 E Sprague Ave, Suite B-3 .001cValley Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 Community Development w w.spokanevalley.or2 Plumbing Permit Application PERMIT NUMBER: PERMIT FEE: ❑ Commercial ❑ Residential SITE ADDRESS: cgAitr // 0 7 E. t 7 e Building Owner Name: kowe� r,, �`/d2� p2, / �1) q Phone: L 7 `7 "oc / / Fax: Address: (((/// City: State: Zip: Contractor Name: Phone: Fax: Address: City: State: Zip: License No: City Business Lic: Contact Name: Phone: i -- DESCRIPTION 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 f X 86.00 4 SHOWERS (PER TRAP) BATH, STALL, ON-SITE BUILT X $6.00 5 SINKS LAVS/BASINS, BAR, FLOOR, KITCHEN, LAUNDRY, UTILITY, JANITOR, PHOTO, X-RAY, FOOD, PREP/CULINARY MEAT 5-- 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 WATER HEATER NOTE: IF GAS, SEE MECHANICAL X $6.00 11 FLOOR DRAINS AREA, CASE, COIL, TRENCH, CONDENSATE 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 $6.00 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 DISPOSAUSYS X $20.00 22 INDUSTRIAL WASTE INTERCEPTOR X $15.00 METHOD OF PAYMENT: ❑CASH ❑ CHECK ❑ VISA ❑ MC Card# AUTHORIZED SIGNATURE: REVISED 8/26/05 EXPIRES: VIN: SUBTOTAL PROCESSING FEE $35.00 TOTAL PERMIT FEE DUE: Siloikane � y Community Development Permit Center 11703 E Sprague Ave, Suite B-3 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www. spokanevalley. ore Approach Permit Application PERMIT NUMBER: PERMIT FEE: PROJECT ADDRESS / T 7o 7 E 6 1414" -- START DATE ANTICIPATED COMPLETION DA 1h Building Owner: contractor• Name: Name: Address: Address: City: State: Zip: Phone: Fax: Contact Person Name: Phone: PROJECT DESCRIPTION (Provide site sketch) Residential Driveway Existing Curb & Gutter Culvert Installation Other Conditions City: State: Zip: Phone: Fax: Contractor Lic No: Exp Date: City Business Lic. No: Commercial/Industrial Driveway Rural Road Section Sidewalk Repair/Construction Bond/Insurance certification must be on file with the city. DISCLAIMER The permittee 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 Date Method of Payment: 0 Cash ❑ Check ❑ Mastercard 0 VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED 3/9/06 Sji'6kaneUrban Driveway Approach .0•sValley Requirements ► Minimum of 7.5' from property line ► Minimum of 5' from crosswalks or intersection curb arc ► Minimum of 16' wide flat portion of approach ► Maximum of 30' wide flat portion of approach ► Combined approach width not to exceed 50% of total frontage ► Minimum of 15' of separation between any two approaches ** All driveway approaches to be constructed per the Spokane County Standards as adopted by the City of Spokane Valley ** I lipse Engineering, Inc. uctural solutions 4 F. Nora Spokane Valley, WA 99216 Suite 11 www.eclipse-engineering.corn Ph: (509) 9217731 Fax: (509)921-5704 Structural Clarification Item #2 Date: February 4, 2009 Project: Lowell Prouty Residence To: Lowell Prouty 14707 E. 24th Ave. Spokane Valley, WA 99016 From: Michelle Bostrom, E.I.T. Re: Revised Lateral, Framing and Truss Design For the above noted project refer to the original letter and details dated January 21, 2009. As requested we have modified the lateral design to meet new window widths and wall criteria. For the revised lateral design attached sketches A and B shall replace original sketches A and B. The attached shear wall schedule is in addition to the original shear wall schedule found on sheet 1 of 8. All original details apply to the revised shear wall design. Due to additional loading from the attic trusses we have reviewed all original headers and wall framing at the garage. We have concluded that the framing in the original letter is adequate for this additional loading. We have also reviewed the truss design at the front of the house. Refer to detail L for truss connections and sizes. We have looked at the ridge to beam and beam to post connections only, and do not take responsibility for any other member sizes or connection details. All exterior wood shall be pressure treated, painted or stained. Maintenance shall be the responsibility of the owner. Follow the manufactures recommendations for exterior applications. Please call with any specific questions. Attachment: • Revised Sketch A and B • Additional Shear Wall Schedule • Detail L END OF STRUCTURAL CLARIFICATION ITEM #2 ' Eclipse Engineering, Inc. Lowell Prouty Residence Lateral 171o" Is Itfo-tc,* g "-V 1 st;shboNeivtsi u -t 3. 'Sr 'Also/4 cm.,) limpsi24) MsTLLit, r f„i-1 98:1, ??7,117 12.1 - le 1/19/2009 MB 4 STMPS014 IL sTC90 IE ; T1 c) g - 3 f't tr V-toor 5 het.r tfr3 tAIIS cottl ' Eclipse Engineering, Inc. -43 g)! o" Prouty Residence Lateral MKI N . 10(Ye. S - wAL`s AND V1)153o\ ,S 1/19/2009 MB Eclipse Engineering, Inc. structural solutions 12704 E. Nora Spokane Valley, WA 99216 Suite H Ph: (509) 921-7731 www.eclipse-engineering.com 8 �oarcll,r„�,E DATE: FCS Z DESIGN BY: MC3 Rrp6g BEA AA . S acttERS') . . Rtv? RAFTER- fest oiHERS). C34 miays toab•t-• L h' v"% 4 " 6M60ME14. I32RpMekyT RAFt�,RS . . LSSta 'ta jriT . INC TER M11N yx (v ,/—'STn►�N� Pt3S LttP PER •SLICE of Low MN- MTM Lixcn Tl`1K% ie, ...... • Ntstc-W Wit - Al . . . . CO W ivt N , . MZIJ . 2 4 . Pq xpr BEAN► . p T)OT> S'NP t►+RU.. MIN S y,� 5 `e . L.L c.cuvM. v ' ,±Mk'Sb). Cc • oR " rMQsnN' tivstc. S ...... \ t" St.tcLE-- Eclipse Engineering, Inc. Lowell Prouty 2/5/2009 SHEAR WALL SCHEDULE WALL WALL SHEATHING EDGE NAILING FOUNDATION ANCHORS G 1 1/2" gyp board on Both sides of wall (unblocked) 6d cooler nails @ 7" o.c. 5/8"(I) A.B. @ 48" o.c. G2 5/8" gyp board on Both sides of wall (unblocked) 6d cooler nails @ 7" o.c. 5/8"0 A.B. @ 48" o.c. SCHEDULE NOTES: • Edge nailing applies to fastening at studs, top and bottom plates and blocking. • Alternate fasteners are permitted to be used if their dimensions are not Tess than the specified dimensions. Drywall screws are permitted to substitute for 6d (1 7/8"x0.092") (cooler) nails listed above. • Studs shall be spaced at 24" o.c. maximum. • All shear panels are to be continuous between horizontal diaphragms (roof to floor, floor to floor, floor to foundation) /6) °oo — CERTIFICATE OF WATER CONCURRENCY APPLICANT NAME: Lc'wet-L. AJcaril r`e.. Tr u (i LOCATION (ADDRESS): / z/ 2v 7 c - z il rti- Q PROPOSED USE: 5--; to (%l' "i PHONE NUMBER: MESSAGE PHONE: Water requested: Number of residential taps 1 or commercial flow of GPM. (Attach map or legal description, if necessary) ❑ Building Permit ❑ Short Subdivision ❑ Rezone or other ❑ Preliminary Plat or PUD FIRE DEPARTMENT REVIEW • Water is or will be available at the rate of f measured at the nearest fire hydrant which is on the map attached). Rate of flow ❑ Less than 500 gpm (approx. gpm) ❑ 500 to 999 gpm 1000 gpm or more ❑ Calculation of gpm (Commercial building ❑ Flow test of gpm ❑ Water system is NOT capable of providing fire flow. ow and duration indicated below at no Tess than 20 psi (pao feet from the building/property above (or as marked ❑ Fire flow is satisfactory .5)re --b1S-1rLCf / Fire District Duration Less than one hour One hour to two hours Two hours or more permits require a flow test or calculation) ❑ Fire flow is OT satisfactory Signato name Date WATER PURVEYOR INFORMATION PURVEYOR NAME: PURVEYOR'S ADDRESS: O Rm.+ L. -;Z PURVEYOR'S TELEPHONE NUMBER(S): Z `1-3 c6 Water will be provided by service connection only to the existing 1 2_ inch water main, feet from the site. Water service will require an improvement to the water system by the contractor of: ❑ (1) feet or water main to reach the site; and/or ❑ (2) the construction of a distribution system on the site; and/or ❑ (3) other (describe) elimination of temporary water services through District participation, which will require a public hearing. The proposed project is consistent with the water purveyor's DOH approved water system plan. The water system has a current Washington Department of Health Operating permit, allowing the number of new taps or water requested. COMMENTS/CONDITIONS I hereby certify that t' - above water purveyor information is true. This certification shall be valid for one year from the date of signature. Agency (District) name NI\ Title Signatory n e J Signatory date Effective October 28, 2007 P:\Community Development\Forms\Current Planning Application forms\CERTIFICATE OF WATER CONCURRENCY.doc rEclipse Engineering, Inc. s t r u c t u r a l solutions 12704 E. Nora Spokane Valley, WA 99216 Suite H www.eclipse-engineering.com Ph: (509) 921-7731 Fax: (509) 921-5704 Structural Clarification Item #1 Date: January 29, 2009 Project: Lowell Prouty Residence To: Lowell Prouty 14707 E. 24th Ave. Spokane Valley, WA 99016 From: Michelle Bostrom, E.I.T. C: none Re: Additional Detailing and Options For the above noted project refer to the letter and details dated Jan 21, 2009. As requested we have designed the connection from the deck/roof framing to the HSS column at each level. See attached detail A for this connection. As an alternative to the 8 9/."x12" glulam support beam called out in the previous letter a W8x24 may be used. This beam shall have the same placement, and tributary area as the glulam beam designed in the previous letter. Refer to detail B for an alternative connection detail for the HSS columns to steel beam. Please call with any specific questions. Attachment: • Detail A • Detail B END OF STRUCTURAL CLARIFICATION ITEM #1 CITY uF SPUtMANE VALLEY FEB 17 2009 PERMIT C 11 ER 116 YEARS 7iipse Engineering, Inc. s t r u c t u r a l solutions 12704 E. Nora Spokane Valley, WA 99216 Suite H Ph: (509) 921-7731 www.eclipse-engineering.com DATE: Lo' \A -esi its jAM 200 1„ D SIGN BY: M I, .PLr1TE COL. 3 n (2)2,x12 P.L1\T . \ . CDWf'kN • 3J1(0 11/ - • SSS -3 x 1�`1 . . xloux. yt+1 PLATO -7-VW' (3) P.utc-.ES . Eclipse Engineering, Inc. structural solutions Lo,Are 1 02-P‘cityl Le_ 12704 E. Nora Spokane Valley, WA 99216 Suite I-1 Ph: (509) 921-7731 DATE: www.ecUpse-engineering.com 1 At1/4) e2-(31 .DESIGN By: 'Mel • ......................... ........................ • • (3)k 3 )0/9 COLUMN . 3/117 j ?LA -Cf. • • 1/2"x gM NICID11-1 \J/ (4) 3/9 (4 • ti.s.t. • • s5•)'•)c VLI 3/(3 kt4 e ,s-rAftia V) I, 2.c -t . . ... ...... t .............. .............. .. • . B No-- scAL._ ..... Spokane For City Use Only PLUS Project Number Project Address 11703 E Sprague Ave Suite B-3 • Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 ♦ permitcenter@spokanevalley.org As part of our on-going commitment to customer service during the review process of your project application, we are providing you with a TARGET DATE for the initial technical application review. If for any reason we cannot meet this date, we will contact you with a revised target date. Your application review TARGET DATE is ep The TARGET DATE is the date we estimate your project application will have had its initial technical review. It is not the date for approval or permit issuance. Tips for a Smoother Project Application Review ➢ Submit complete, accurate plans and documents. Extra time may be required for re -submittals as project application reviewers work on multiple applications and it may be several days before they can look at your new or revised information. ➢ Designate a specific contact person to communicate with the City. While the person designated as the applicant's contact person with the City can be changed, one individual with the expertise for dealing with reviewer comments would be the best choice for the entire review process. ➢ Call staff regarding the status of your project only after the target date shown at the top of the page. Although you should be contacted on or by the target date, please feel free to contact us if you haven 't heard from us by your target date. Staff may contact you before the target date if the initial review is complete. By following this procedure, you will save time and allow the reviewers to complete the work more expeditiously. Steps in the Permit Process 1. Counter Complete. Your application has been accepted as counter complete. This means all of the required documents, as indicated on your Pre -Application Checklist have been submitted or have been approved for deferred submittal. This does not prevent technical staff from requesting additional information as a result of their technical review. 2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free from substantive flaws that would prevent technical staff from completing the technical review once it is started. When this step is complete, your application will be routed to the appropriate staff and remain in their review queue until it comes up for review. 3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff for compliance review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by phone, fax, email, or mail by your TARGET DATE once the initial technical compliance review is complete. 4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re - submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections of the application are received, a Permit Specialist will process the application and contact the person specified on your application for permit pick-up. Information regarding fees and pre -construction meetings (if required) will be provided by the Permit Specialist at that time. WHITE —APPLICANT PINK — BUILDING FILE REV 9/07 PLANNING DEPT. APPROVED BY : DJ ATE: og / DReSS ; 14707 E. 24 +h AVENUE PNRCEL k ; 4521 1. 1104 !o PROPERTY SQ. FT Is (035 SEWER CURRENTLY STu8B£D HERE SITE PLAN SEWER ENTRANCE RT1"ACNED Shop 1 so sq. fit. S 53' I-FousE W/ BAR PARKING 13ELOol t I 1 2.5 sq. ) -72: ( MAIN FT PRINT ',_ z2.205 sq.4 1 316E wAUG ‘`. PLANTER Ir-._------' ��� v2 -‘r STEPS rikRKIN CI BELOW — ----APRON WIDTH 30'- rwoN ENTRANCE ((‘K 10' BALCONY -PRIV WRY ReTAININCI WP LL NoRTI-F 20' RSE R6 -CK 15.5 EItSEMENTS 2L TH AVENUE 0 POWER POLE 1/Icy` S _ 71 3.5yrARG4ITECTLiAL ROOFING 056 RooF S HEAT1 NG 15 0 FELT TAR Phis TeE if WATER 34EI LD AR GAP - - Fo(Z VENTILRTIoN BLOWN -IW SNSUL. R -3s / BAFFLES AT EAVES FOR VNTINC4 5716" CONCRETE__SOFFIT / atiNTIN. VENTING UPPER y x 8" SMART _ -TRIM FACIA FLOOR LIVING 21(toxg' WALLS - 2nd FLOo(Z ELEV/\TIMI TM SITZONS TRgSS f orfoM CHo R D %z PRYWALL-- w4LL 24" OvER-ftRNGS - EAvE if GABLE ENDS No" Os.B. SH'EATHIN4 cANcRETCoMPosrtE MAR'Dt- SIDING NI house WRAP BE-TWEEN •,C PRE -Cur Fist- 2xe STUDS 11, 0.a. 2xlox9' MAIN 'FLOOR WALLS -zt SNsuLATION - Pal Ca WALLS — '/2" GW6. till VERSA -Rim/ 12"X2c/it, I-Tast5 y sus-PWOR r'r �-- 2r, TQEA1 D PLATE Vi/h.6. Ion os,. 98 'PRY, WAIL_._LI D - AL.LC EI LI W CIS S" x g` CONCRETE WALL HoR12. 4g4 BA -RS / VERT. #y BARS '1' O.C. „,----ZnRtoGID FOAM rNsuLRTIQN_ Lk" PEA -GRAVEL 7'$ 24" - 250 Psi,_ CONCRETE FoorING5 22-04 CONTINEOU*.__RESAR CONCRETE SLAB Roar 5TARr5 Tor of SHoP MILL- RADON ILL RADON PLASTIC v pIPiNG TN GRAVEL .Z nd FLOOR 27' 1 St. FLOOR TOPOF Sl-IoF S1Er1 wlu- Skop SLAB LANDER `t' Flom E VEHICLE. SHOP FooT9JG Pf}(ZKING BASEMEN FoOTINCI _ SLAB Lo Fr STYLE ITZLISSE5 I--,_ i pm RooF 8 pircoEs L-I0Yrr Lori POSITION RooFt NG icE SHIELD CoNTIN tAOUS RIDGE VENTS UN DER C -0M RtDG CAP, CONT.- SOFFIT VENT 1/2_" 6513 Roo F 54E/NT-I N G BEARINGrottirs 9FARIN4 powrs / DRe3S ; I4-707 E. 2.4 AVENUE PARCEL k : z45 -21p1. 11 4 fp PROPERTY' SQ. FT : Is (a35 SITE PLA\ Nog -T-14 SEWER CURRENTLY STUBBED HERE PLANNING DEPT. APPROVED DATE.: (Lc SEWER ENTRANCE RTYACNED SHop .100 sq -7z' \-4ousE W/ G'AR PARKING f $ELOW f+ 1125 sq. 33 ' a MAIN FT PRINT _ - 2205 sq. A, APRON SIDEwAU. \, ?LANTER MptN ENTRANCE —7\ sTEcs k — APRON WIDTH k2. ` — rpcRK4NCC 13ELOW ,2y TH AVENUE DRN5werY 5/I ('x10' BALLON Y RETAINING WALL 155' EASEMENTS 20' 551-'6A CK 0 PbVEZ POLE 1AL,, 5Co s ; 1101111111111 6)114,4100 ►s ate! CDNTINEOUSVENT TL -II SIDING 02 vERT• GRMN HRRDI-S►+EETS REhR E LEV,Tso N — (o"nr 8" EAP f}PRDI - Stpwlq ovER 7/I1 058 RIG �+T EVAT O NI NOS ; $° LP SMRRT TRIM FRG A lh' TRIM OvER-HANGS Z ' , Exo Pf ET1 RTY p LEFT Ltvt�Tioiy \I. T. 2)4. PLATE i ••• X to' S-rEm 4-• "SLAB RioaiD FoAm INStAL. CoNTIN FooTiv.1 W/ FD NrDPTION 'RA 4"x 22-r Foutokile4 WA -U- /-1.`\ aNcRere so€ 11-ficgENtd, 5E-Af? .9rEP IN Yg SCALE t. L STEM-WkLL Fog' GARFAE DooR • i [I 7 SO' ttoP 2. Sate4'; -russ- PCZKET Fog FLooR 136N1 -rx CoNTIN601/5 114ic4ENED SEAS FooTINCWPrtJ-1 Cow6K61-5 FoR • VJAU_ (3,0oo CONCRETE SLF6 PER -GRAVEL- I , Le; ma_. ViStmgeN ? 2' STEP IN FouNP. Fuu_ 14EIGITH Cowc.RETS WALLS 3\C3‘ 8" "Bahr/ SLB) FooTiWG ?IER suPPoRT MAIN 2-"I fLoORS Focicer Fog Root S5PP1 .2:FRosr WAtL OPENINO FOR GAMS PooR /6' 1(010 50" 66 s IN PouNP. jc— M u D R M MAIN LEVEL LIVING WALLS W/ SoFF1nJ __.. Pcg xN N P�pRiMETER To cr P NCS 14M -f WALL. ENTRANCE -Rohr PPTto (CnNGRETE' D uP STAIRS : k" ELEV. 7 v9" (ZisE \2" RuN I NOSIN4 1 3'--� CJ.osEf _ CF}hsE -wAY FoR puC1' PPE ISLAND K1-rc.HEN -p X 3-0 15' i 30' Livini 3 Boom DINING RM 3-6 x'; -b O-hx 0-E 9 0 S 0 3-6 x 4-o O Znd FLooR LivtNG J. STRIRS= 17 STEPS -126' ESV. ls.o5-1ZI5E 12"- RIAN 3-D X L.f-D C E FOR ExusT BEDRooM \i=6;x I1-�,� 3-oxa•0 BEDROOM 11=(L Nx II -(D" 0 MR)N UPPEK LEVEL FLooRtNG 'DI A GR14M r'osT - STEEL 3 V2 X 3'Y2 11, FuRNA H.w. HO*To TN 'EASEMENT STAIR -WELL OPENI NG E-- 2x4 REARING W4U- 71/8"x I2" t-uE-L(14,4 BEAM - IS' MRx SPAN STEEL CENTER COLUMN FROM CONCRETE FLOOR uP, e Ream MAIN FLooR To 2 -ND FWOR ShIsTS SPYING ON TOP BERM ' pioSIT KING 9: 0,C, If 25-%o TGI .TIsrS V 'rx1. DECK 3 r` 2.4._x S x 3/4' . `"` PLYsNOOD suB-FLOOR 2.‘ D.C-. QT 2x8"Jois+5 I—PT.- 2x12 giM 3-0i5T 2-FT_2X12" RIM Tots -T5-- 1/4 30.4 I r'osT - STEEL 3 V2 X 3'Y2 11,