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2004, 06-30 Permit App: BLD-04-04793 Residence .ors BUILDING PERMIT APPLICATION WORKSHEET 1\10% City of Spokane Valley Community Development Department ane Building Division 4,•••••f la! r [ U [2 . 11707 E. Sprague Avenue, Suite 106 `f Spokane Valley, WA 99206 ' JUN 2 8. 2004 Phone: (509) 688-0036; Fax: (509) 688-0037 Q REpiaRge .' INFORMATION Street Address: 472-4/ 6.‘"7 /3 i-41 ,,t ,a_, Assessor's Tax Parcel Number(s): (,� 3 Legal Description: V � 1 PERMIT DESCRIPTION: ® Building Permit ❑ Change in Use ❑ Grading ❑ Manufactured Home (l Relocation ❑ Tenant Improvement ❑ Fire Safety ❑ Other OWNER/APPLICANT INFORMATION [I] Owner: �w�.2, ,c� ,ii6e� 1:::] Applicant: -c,�2,ae. c.� e ��- Phone: -./ 13 Fax: Z-/-Y3—/d l 3 Phone: Fax: Address: Pzi qZ Address: ,----- Ci,2!,Z1(Zpi,,eg //A/7 ciqz _.? City 1,6t-CtZeiFix: State Zip Code City State Zip Code Contractor: C ,del- E] Architect: �,�y/ � �Phone: Phone://Z- S-- Fax: Address: Ad ess: j y q- 5.,: ) City State (dt 6li"i qq / Zip Code City State Zip Code WA State Contractor License #: Contact: PE.RMIT/BUILDING INFORMATION HEIGHT TO PEAK: DIMENSIONS: 142 x�Z- #OF STORIES: / MAIN FLOOR TO SQ. FTG: 27� 2"H'FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: , z:k DECK/COV. PATIO SQ. FTG: a i2.� 2 `TD �J"`fir, OCCUPANCY GROUP: CONSTRUCTION TYPE: HEAT SOURCE: /2(r & qas #OF BEDROOMS: TOTAL HABITABLE SPACE: zszIMPERVIOUS SURFACE AREA: $ COST OF PROJECT: 30% SLOPES ON PROPERTY: SEWER OR ON-SITE SEPTIC SYSTEM? -02r SpÔkane PLUMBING PERMITAPPLICATION City of Spokane Valley Community Development Department BuildingDivision [ ,��� 11707 E. Sprague Avenue, Suite 106 ,,,Valley Spokane Valley, WA 99206 Phone: (509)688-0036;Fax: (509) 688-0037 FOR INSPECTIONS, CALL(509) 688-0054 Project Address: i7 - Z. /3) '' GGA Permit Use: Owner: ,/ 6,11474- ,e/t.f Phone (Daytime Contact): Sa8 /O 1 3 i Mailing Address: ) 3Z30 792, 4 / -/ / 992 3 City State Zip Code Contractor. 177 0 / e/t-ti,(4(4License#: Phone#: Mailing Address: City State Zip Code *OF TOTAL - DESCRIPTION OF WORK UNITS X COST = AMOUNT 1 TOILETS WATER CLOSET,BIDETS 3 X $8.00 2 URINALS X $8.00 = 3 TUBS X 18.00 = 4 SHOWERS(PER TRAP) BATH,STALL,ON-SITE BUILT k X $8.00 = 5 SINKS LAVS/BASINS,BAR,FLOOR, KITCHEN,LAUNDRY,UTILITY, to X $6.00 = JANITOR,PHOTO,X-RAY,FOOD, PREP/CULINARY/MEAT -- - 6 DISHWASHER / X $8.00 = 7 CLOTHES WASHER Z X $6.00 = 8 GARBAGE DISPOSAL X $8.00 = 9 WATER SOFTENER Z2 X $6.00 = 10 ELECTRIC HOT WATER TANK NOTE: IF GAS,SEE MECHANICAL C) k X' $8.00 = 11 FLOOR DRAINS AREA,CASE,COIL,TRENCH, I X $6.00 = CONDENSATE 12 ROOF DRAINS/OVERFLOW DRAINS © X $6.00 = 13 FOUNTAINS,DRINKING Q X $8.00 = 14 WATER PIPING/DRAIN-IN WASTE, INSTALLATION,ALTERATION, X $8.00 = VENT, PLUMBING,REVERSAL REPAIR,REVERSALS 15 SEWAGE EJECTOR GRINDER,SUMP PUMP / X $8.00 = 16 WATER USING DEVICE ICE AN/OR COFFEE MAKER, HOSE BIB,STEAMER,PROOFER, 3 X 58.00 = CARBONATOR,SWAMP COOLER //// 17 CROSS CONNECTION DEVICE VACUUM BREAKER,CHECK VALVE,AND R.P.B.P.D.FOR: n X $8.00 = (.9 VATS,TANKS,BOILERS 18 INTERCEPTORS GREASE TRAP,SAND TRAP, 0 X $8.00 = CHEMICAL HOLDING TANK //� 19 MEDICAL GAS(per outlet) NITROUS,OXYGEN (/ X $6.00 = 20 MISCELLANEOUS PLUMBING FIXTURE X 58.00 = METHOD OF PAYMENT: SUBTOTAL 0 CASH 0 CHECK ❑ VISA 0 MASTERCARD PROCESSING FEE $35.00 DATE: EXPIRES: TOTAL PERMIT FEE DUE: BANKCARD NUMBER: AUTHORIZED SIGNATURE: ,\Mkk SObalaneMECHANICAL PERMIT APPLICATION City of Spokane Valley Community Development Department BuildingDivision Valley 11707 E. Sprague Avenue, Suite 106 .. $ Spokane Valley, WA 99206 Phone: (509)688-0036;Fax: (509) 688-0037 FOR INSPECTIONS, CALL(509) 688-0054 Project Add ess: 4/ :2 G' / Permit Use: Owner: LZZ Air 4. Phone(Da ime Contact): S`, ,e-k 13 Mailing Address: / / - 972 Mr „� ,g G1,�j / �^ ' / titY State Zip Code Contractor: � �GL (/' - lam License#: Phone#: Mailing Address: City State Zip Code #OF TOTAL DESCRIPTION OF WORK UNITS X COST AMOUNT 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 / X $15.00 = 2 FUEL BURNING APPLIANCE More Oran 100,000 X $19.00 = 3 UNLISTED APPLIANCE(Additional Fee) Equal to or less than 400,000 X $5000 = 4 UNLISTED APPLIANCE(Additional Fee) More than 400,000 X $100.00 = USED APPLIANCE(WSEC min.AFUE 5 rating) Equal to or less than 400,000 X $50.00 = USED APPLIANCE(WSEC min.AFUE 8 mom) More than 400,000 X $100.00 = 7 BOILER/REFRIGERATION 1-100M BTU X $15.00 8 BOILER/REFRIGERATION 101-500M BTU X $28.00 = 9 BOILERIREFRIGEFtATiON 501-1 000M BTU X $39.00 , _ 10 BOILER/REFRIGERATION 1,001-1,750M BTU X $57.00 = 11 BOILER/REFRIGERATION More than 1,750M BTU X x.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 / X $10.00 = 18 MISC.FUEL BURNING APPLIANCE X $10.00 = 17 GAS PIPING(each outlet) 2X $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 hP X $12.00 = 21 AIR HANDLER(DOES NOT include ducting) Greater than 10,000 CFM X $19.00 = 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 3-15 TON X $20.00 = 27 AIR CONDITIONER 15-30 TON X $25.00 = 28 AIR CONDITIONER 30-50 TON X $5.00 = 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 = METHOD OF PAYMENT: SUBTOTAL ❑CASH 0 CHECK 0 VISA 0 MC DATE: PROCESSING FEE $35.00 CARD#: EXPIRES: TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE: / oL-03-5S CERTIFICATE OF EXEMPTION • • City of Spokane.Valley Division of Planning • • 11707 E Sprague,Suite 106 Spokane Valley,WA. 99206 . • Existing"parent"tax parcel number(s) 35233. bio & 35233:1302 Site address or frontage road name E. 4724 - 13th Avenue • ;� Public road M Private road 0 Private driveway. 0 Auditors recording#: . / • Legal description - Section .�3 . Township �5 N. Range 43 EWM See Attached .. . • • continued on back Total existing acreage 1.77 acres• New property size 10,200 sq. ft. • Current zoning UR-3.5 • Comprehensive Plan category'Lc w Density Residential • • O(5x.:9(462-3o27 Name of applicant Rocky Top •LLC' %MDS Shuler, Inc—hone Number (homeI5c9)999-x,016 Mailing address 5813-E 42'H.AAVE STE •202 - • ' City.•SP6TSANE--- -. •. .: State• WA • Zip I certify that I as owner or authorized agent have examined this document and state that the infor ation contained in it and submitted by me or my agent to compile said document is true and.correct,"and auth'rize the City Of Spokane Valley to proceed with processing. In,addition,I have read and understand the•provisions ontalned herein and agree to comply with them. I understand that the issuance of this exemption Is not intim,:, to.verify that adequate provisions have been made for drainage ways, potable water supplies, roads and sanitary wastes. Any subsequent approval based on this exemption shall notbe construed to give authority to violate or cancel the provisions of any state or local I w. . • . • Applicant . .• Date 4 /16,/t)5 _ . StaffUse Only This Certificate of Exemption issued pursuant to section • .of the ubdivision Ordinance for the City of Spokane Valley and RCW 58.17. The Certificate of Exe ption is intended to indicate if•the property as described is exempt from the State and Loc I Subdivision laws which regulate the sale, lease or transfer of ownership.of property and is subject to the • following conditions and/or findings: . 1. NOTICE TO PURCHASER-This piece of property may not have appropriate provisions fqr potable water • supplies(drinking water),sanitary wastes'•(septic tank or sewer), drainage ways,streets oroad,alleys or other public ways. City of Spokane Valley.is notresponsible for making provisions for the al ove-stated items.If this property is'served by a private road,City of Spokane•Valley is not responsible f r improving or. • maintaining said private road.. . • . . . 2. For property created via this exemption,the applicant shall file a segregation Application with the County Assessor prior to the issuance of a building permit. 3. ' This Certificate of Exemption is for and shall run with the land,and shall be applicable to the applicant, . owner,heirs,successors or assigns. • 4. The use of this property must conform to the Zonj g Coded 5. The following conditions shall also.apply ' ( , .&... 1p--6,--e f • continued on back . The required information has been submitted to the City Engineer. • By . Date • Department of Public Works ' — APPROVED ❑ DENIED' BY DATE �//3 RECEIPT# 6 • CERTIFICATE MUST BE GIVEN TO EXISTING OR NEW PROPERTY OWNER • . . Of . / New Lot 1 Black 12 • A certain parcel of land being a portion-o€I,ot-1,Bloek•12,Wp _ per plat recorded in Volume II of Plats,page 16,records ofSpokane �gn being more particularly described'as follows: Commencing at the Southwest corner of•Lot.3,Block 1.2 of said•prat;thence.alang the South line of Lots 3,2 ELM I,South-89°28'57—Basta distance of 13193 feet to THE TRUE POINT OF BEGINNING,thence North 13°57'46"West a distance of 117.33 feet -- ._ to a pointan.a•5-O.-00 fuuLrar}iuq. .4angent-cu concave-to the Northwest having-a _ radial bearing of North 23°34'33'West;thence Northeasterly along said curve through a central angle of 29°02'12"an arc distance of 25.34 feet to the Northline pilot 1,Block 12;thence along said North line South 89°28'57"East.a.distance of26.21'feet to the Northeast corner of said-Lott-thence-along ---- otrgtho•East�useb€said Lot 1 Bout111)0'(14'25t, East a distance of 129.26 feet to theSoutheast corner of said Lot 1;thence along'the-South line of said Lot I,North 89°28'57"West a distance of 17.79 fe'erto THE TRUE POINT OF BEGINNING. • Together with that portion of vacated Willamette Street per Spokane County Commissioner's Resolution No. 10652 lying South of the North line of Lot I,Block 12 extendedEastiotheNrathu tofL-it-6,Block;3 and ly Nottitofthe South line of Lat t,B rock 12 extended East fo the Southwest corner of Lot 6,Block 13. • Comments/Conditions • • Prior to or at of buildingpermit submittal,submit a recorded survey of the parcel prepared,signed and stamped by a licensed surveyor in the State of Washington. • • • . F17/E14/2 4 btl:b4 1bFly4'b.�.317b aiGVGiv MCGN riRlJrl "� t, WWI triOD ►\I►1/IQ 1.1.1•111111E STEVEN A.MEEK ARCUITECTS PHONE It(509)456-2524 9 S.WASHINGTON,STE 201 FAX Il(509)456-3306 SPOKANE,WA.. 99201 FAX COVER LETTER To: Spokane Valley Bldg. Dept. Date: July 7,2004 Job#: 0413 Attn: Tom Melbourne Re: House for Lindsey Construction 4724 and 4723 E. 13th Avenue Remarks: Attached are structural calculations showing the 4' cantilevered portion of the deck is adequate by 41%, if the joists are 2x8's @ 16" o.c. (Note: The specs on sheet A3 call for Douglas Fir#2 or better). We'll be getting back to you on the post and ledger details for the more conventionally framed portion of the deck, once we hear from the client. Thanks for your help. From:Gary Lauerman,AIA Signed: Total Pages(including cover) -2- if all pages are not received,please call(509)456-2524 CC: Greg Stem,Lindsey Construction37 JUL 07 2004 09:18 15094563306 PAGE.01 UI/UIILUUN UO.u.t 1JVJ-,JVJJVV ......1 .1....“ 111 ,44• r...v.. •-- -- Floor Joist(97 Uniform Building Code(91 NDS)1 Ver.5.01 b /� By:steven A.meek architects,steven a.meek architects on:07-07-2004:08:54:34 AM Projekd:Und .•- -Location:Spokane ValleyWA Summa• . 1. IN x 7.25 1N .12.0 4 4-8) 7 16 O.C./12-Douglas Fir-Lerch-Dry Use -.•►; • '- e By.41.' w• t oiling Fades:Moment of Inertia/Depth Required 6.47 In Left Cantilever •_ - OLD-Left= 0.01 IN LDeed oad: LLD-Left= 0.14 IN=21/677 e Load: TLD-Left= 0.16 IN=211614 Total Center Span Deflections: DLD-Center= 0.01 IN LDead Load: LLD-Center= 0.06 IN=1/1489 Total LoaLLoa:d: TLD-Center= 0.07 IN=U1294 Center Span Left End Reactions(Support A): LL-Rxn-A= 480 LB Dom : DL-Rxn-A= 180 LB Total Load: Rxnad TLoad: TL- -A= 660 LB Bearing Length Required(Beam only.Support capacity not checked): BL-A= 0.70 IN Center Span Right End Reactions(Support B): LL-Rxn-B= 213 LB Live Load: DL-Rxn-B= 60 LB Be Toad Load: TL Rxn-B= 273 LB Bearing Load:Length Required(Beam only,Support capacity not checked): BL-B= 0.29 INFS= 1.5 Dead Load Uplift F.S.: r Joist Data: L1= 4.0 . Left Cantilever Length: L1 FTFT Center Span Length: Floor sheathing applied to top of joists-top of Joists fully braced. 1.00 Live Load Duration Factor: .,-` U 480 Live Load Deflect.Criteria: U 360 Total Load Deflect.Criteria: Left Cantilever Loading: (-, Uniform Floor Loading: LL-1= 40 PSF Live Load: / � Dead Load: (,i1 �' 01-1= 15 PSF/ Z.71 TL-1= 55 PSF Total Load: wT-1= 73 PLF Total Load Adjusted for Joist Spacing: 1-6c f^t' Center Span Loading: J f Uniform Floor Loading:. LL_2= 40 PSF Live Load: � I .. 'et. 3 DL-2= 15 PSF D ToTotal Load:ad Load: TL-2= 55 PSF Total Load Adjusted for Joist Spacing: wT-2= 73 PLF Properties For:#2-Douglas Fir-Lards 875 PSI Bending Stress: F Fb= 95 PSI Shear Stress: = 1600000 PSI Modulus of Elasticity: F��E= 625 PSI ,,, Stress Perpendicular to Grain: Adjusted Properties Fb•^ 992 PSI ..,. Fb'(Compression Face in Tension): Adjustment Factors:Cd=1.00 CI-0.82 Cf=1.20 Cr-1.15 F 95 PSI FFVRe= Adjustment Factors:Cd=1.00 Design Requirements: M= -587 FT-LB Controlling Moment: Over left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s) 1.`2 367 LB Maximum Shear:.. At left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s) 1.2 Comparisons With Required Sections: SfeQ= 7.10 1N3 Section Modulus: S= 13.14 IN3 Areq= 5.79 IN2 Area: A= 10.88 1N2 Iraq= 33.79 IN4 Moment of Inertia: t= 47.63 IN4 JUL 07 2004 09 18 15094563306 PAGE.02 k(-20'-3') ,, N. 159.26' LU r , 'I i;CL CL .-...srs ;...: \ (-19 5.25') 0• ill1? i 0000, • INDEPENDENT 'KEYSTONE' ' �'� .._____ry, t- OR SIM. SEGMENTAL SITE ? I RETAINING WALL S'I'STEM 8' '/ .� 4"- CI LBY OTHERS Q _.--;;-_-_,I- /it , .,. / I ii / :l ......-J 4 i , / //* / .}.. Ix A� \ / ./- �1� �' LINES \ 01.° pR, kil . ��, 11"1,33 EXISTING CURB CUT pA` _ v S TE PLAN W LEGAL DESCRIPTION: 'cale: 1"=20'-0" A CERTAIN PARCEL OF LAND BEING A PORTION OF LOT 1. BLOCK 12. WOODLAND TERRACE AS NOM PER PLAT RECORDED IN VOLUME II OF PLATS, PAGE 16, RECORDS OF SPOKANE COUNTY, WASHINGTON BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF LOT 3, BLOCK 12 OF SAID PLAT; THENCE ALONG PROJECT ADDRESS: 4124 EAST 13T1-1 AVE. THE SOUTH UNE OF LOTS 3, 2 AND 1. SOUTH 89'28'57' EAST A DISTANCE OF 131.93 FEET TO SPOKANE, WA THE TRUE POINT OF BEGINNING; THENCE NORTH 13'57'46' WEST A DISTANCE OF' 117.33 FEET TO A POINT ON A 50.00 FOOT RADIUS NON-TANGENT CURVE HAVING A RADIAL. BEARING OF LOT AREA: 14$65 SF. NORTH 23'34'33` WEST; THENCE NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 29'02'12' AN ARC DISTANCE OF 25..34 FEET TO THE NORTH UNE OF LOT 1. BLOCK % LOT COVERAGE: 994 12; THENCE ALONG SAID NORTH UNE SOUTH a9'28'67' EAST A DISTANCE OF 26.21 FEET TO THE NORTHEAST CORNER OF SAID LOT 1; THENCE ALONG THE EAST LINE OF SAID LOT 1 SOUTH 00'04'25` EAST A DISTANCE OF 129.26 FEET TO THE SOUTHEAST CORNER OF SAID LOT 1; BUILDING HEIGHT: APPROX. 22' (AVG. HT. 6 PERIMETER) THENCE ALONG THE SOUTH UNE OF SAID LOT 1. NORTH 89'28'57" WEST A DISTANCE OF 17,79 FEET TO THE TRUE POINT OF BEGINNING. AREA:(Less GarB e) 9 MAIN LEVEL: 1,216 S.F. TOGETHER WITH THAT PORTION OF VACATED WILLAMETTE STREET PER SPOKANE COUNTY UNFINISHED BSMT: 1,252 SF. COMMISSIONER'S RESOLUTION NO. 1-0652 LYING SOUTH OF THE NORTH UNE OF LOT 1, BLOCK 12 EXTENDED EAST TO THE NORTHWEST CORNER OF LOT 6, BLOCK 13 AND LYING NORTH OF TOTAL 2,528 SF. THE SOUTH LINE OF LOT 1, BLOCK 12 EXTENDED EAST TO THE SOUTHWEST CORNER OF LOT 6, BLOCK 13, GARAGE: 480 S.F.