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2006, 07-10 Permit App 06002574 Addition, Deck- Project Number: 06002574 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 430 ADDITION/269 SQ FT DECK Setbacks: Front Site Information: Plat Key: Left: Right: Rear: Name: Range Parcel Number: 45181.1617 Block: SiteAddress: 8415 E BROADWAY AVE Location:: CSV Date: 7/10/2006 Page 1 of 2 Contact: DYFORT, GALINA & IVAN Address: 8415 E BROADWAY AVE C - S - Z: SPOKANE VALLEY, WA 99212 Phone: (509) 891-7461 Group Name: Project Name: Lot: District: East Owner: Name: DYFORT, GALINA & IVAN Address: 8415 E BROADWAY AVE SPOKANE VALLEY, WA 99212 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 17,496 Sq Ft 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: Originally Released: 7/10/2006 By: amblake Landuse/Zoning/HE Conditions Permits: Released By: Originally Released: 7/3/2006 By: Cdesimas Operator: AMB Printed By: AMB Print Date: 7/10/2006 Project Number: 06002574 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Date: 7/10/2006 Page 2 of 2 Contractor: OWNER Firm: OWNER Phone: (000) 000-0000 This Application: Total Project: Description Gar Tvpe Notes SQ Ft Valuation So Ft Valuation 1&2 FAMILY R-3 VB 430 $37,139.10 430 $37,139.10 DECK OPEN R-3 VB 269 $4,035.00 269 $4,035.00 Totals: 699 $41,174.10 699 $41,174.10 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $562.95 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW < 7999 SQ FT 1 SELECT $225.18 Permit Total Fees: $792.63 Notes: Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $792.63 $792.63 $0.00 $792.63 $792.63 $792.63 $0.00 $792.63 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: AMB Printed By: AMB Print Date: 7/10/2006 Project Number: 06002574 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 7/3/2006 Page 1 of 2 Project Infor ' tion: Permit Use: .1: ADDITIOIN Contact: DYFORT, GALINA & IVAN Address: 8415 E BROADWAY AVE C - S - Z: SPOKANE VALLEY, WA 99212 Setbacks: Front Left: Right: Rear: Phone: (509) 891-7461 Group Name: Project Name: Site Information: Plat Key: Name: Range Parcel Number: 45181.1617 Block: SiteAddress: 8415 E BROADWAY AVE Location:: CSV District: Nort Lot: Owner: Name: DYFORT, GALINA & IVAN Address: 8415 E BROADWAY AVE SPOKANE VALLEY, WA 99212 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 17,496 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Building Plan Review Landuse/Zoning/HE Conditions Permits: Contractor: OWNER Released By: 7/J,/ Building Permit Firm: OWNER Phone: (000) 000-0000 Operator: AMB Printed By: AMB Print Date: 7/3/2006 000 ane �`' 11707 E Sprague Ave, Suite 106 Sp• e Valley, WA 99206 PF -' Valley use 5Wm036<< . s OnrIroo : o aneva Community Development k ileb�br \ o S ww� JU Residential Constrisiytion Permit ApplicationD) i 11 PERMIT N oi.5 • PI PERMIT FEE: ew Construction ddition/Remodel ❑ Deck Other: n Accessary Bldg SITE ADDRESS �'i /S G= . i '� joke-,. �°f rf�f" CLAY ' �'„ ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owiier::.: Name: Address: : f /3' ,¢" 49iel ',e7/ City: m ate mcyert,/ State: 2d' Zip: 99,4 Fax: Contact ersou Name: . �a-e 1( Phone: (Jr-079% Describe the scope of work in detail: Contract< Name: Address: City: State: Zip: Phone: Fax: Contractor Lic No: Exp Date: City Business Lic. No: Cost of Project: $ f-'- / r EeL7, Mitt **************The following MUST be complete: (write NIA if not applicable)********************** HEIGHT TOPE AK:: �,� DIMEt�SrION,$: (-)1 ' Q ►i # OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG: o 9 , o 214° FLOOR SQ. FTG: ////f- UNPIN BASEMENT SQ. FTG: 0 IMPERVIOUS SURFACE AREA: FINISHED BASEMFr T SQ. FTG: GARAGE SQ. DECK/COV. P TI Q. FTG: `/` 19J $ 30% SLOPES ON PROPERTY: # OF BEDROOMS. CONSTRUCT TYPE: HEAT SOURCE: SEWER OR SEPTIC? 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 prfdces ed. Signature Method of Payment: ❑ Cash Bankcard #: Authorized Signature: REVISED 8125120D5 ❑ Check Mastercard Expires: Date ❑ VISA VIN#: tevA* �poFkanka � .50000°Valley 11707 E Sprague Ave Suite 105 ♦ Spc>kana valley WA 49'205 5D9.921.1DDD 509. 921. 10)3 ♦ cityhallC>poFanevalley.o Residential Plan Submittal Minimums O 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!817). 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. D 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 ❑ Fumace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS°'1 FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Option Glazing Area1D: % of floor Glazing U-Factor - - - Door9 U- Factor Gelling2 Vaulted Ceiling Wall12 Above Grade Wall? int4 Below Grade Wall? ext4 Below Grade Floors Slabs on Grade Vertical Overhead „ I. 10% 0.40 0.58 0.20 R-38 R-30 R-21 int' R-21 R-12 R-30 R-10 II. 15% 0.40 0.58 0.20 R-38 R-30 R-19+ R-58 R-21 R-12 R-30 R-10 III. 17% 0.37 0.58 0.20 R-38 R-30 R-19+ R-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 int' / U=0.054 R-15 R-12 R-30/ U=0.029 R-10/ F=0.54 V. Unlimited Group R-3 Occupancy Only 0.35 0.58 0.20 R-38 R-30 R-21 int' R-21 R-12 R-30 R-10 VI. Unlimited Group R-1 Occupancy Only 0.32 0.58 0.20 R-38 / U=0.031 R-30 / U=0,034 R-21 int' / U=0.054 R-15 R-12 R-30 / U=0.029 R-10 / F=0.54 * Reference Case 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-5 insulation. WSEC Builder's Field Guide 5th Edition COOPERATIVE EXTENSION WASHINGTON STATE UNIVERSITY ENERGY PROGRAM 1-7 t t* t.5 1 e4;I'p../4 » �' ijrr 53 At fee ter /, ".y WALL BRACING NOTES This house was designed using continious sheathing method (IRC 2003 R602.10.5). Provide 24' braced wall panel @ all comers IRC Table R602.10.5 Length requirements for braced wall panels in a continuously sheathed wall: Min. length of braced wall panel . Max. opening height next to b.w. panel (% of wall height) 8' wall 9' wall 10' wall 48' 54' 60' 100% 32° 36° 40" 85% 24' 2T 30' 65% Exterior braced wails to be located at each end and at least every 25 feet on center but not less than 16% of braced wall Tine. Braced wall lines shall be continuously sheathed with 76° APA RATED SHEATHING 24116, exposure 1, as a continuously sheathed wag. Install panels in a vertical direction. Fanetedge nailing 10101 6°. Panel Hector or field na6ing is 8d ©12'. Edge blocking is not required. Nailing Is based on common nails. Alternate nag is 8d box galvanized. See 2003 IBC Table 2304.9.1 for other netting. Stagger top plate sptices by2. ' min. and hat sptcewith 16d @ 3'. Anchor bells should be installed within 12" of the end of a wall or die end of a plate at a splice. Anchor bolt min. ember went is T. Install floor and roof sheathirg with face grain peril. to supports with long edges continuous over 2 or mom supports and short edges staggered. For alternate biased walls refer to details provided on plans. Interior braced walls tobe'gypsum board with minimumY'thiclmess placed on studs spaced a maximum of 24' o.c. and fastened at T o.c. with gypsum board nags, 0.086' in diameter,15/8' long, 9/32 head. Roof sheathing shall be 76 APA RATED SHEATHING 24/16, exposure 1. Nag with 8d @ 6' at panel edges ended @ 12" at field;. Floor sheathing shall be 3/° T&G APA STURD-t-FLOOR 24 O.C. or • equal. Glue and nail with 8d ring orsaew shank @ 6° at panel edges and 8d @ 12' at field. HEADER NOTES AI headers supporting roof alid Piing to he (2) 2x10 midmumfor max. span of 6137w0i 2 jadr studs,'Wass otf envise noted on plan. Headersalfppbrting roof, ceiling & center bearing floor to be (3) 2x10 'k mudmum'fotma c span of 67' with 2jack studs, unless ottieiw)se noted on plan. All headers supporting roof, ceiling, and hvo center bearing flows sha0 be(3)2x10minknumformax.apenofsrvitfh2jack stun othervdse noted ontplen To reductisiresfor parluteropeniigs, referto plan or to 20631RC tattle R502.5(1). For all interior header sizes locations, refer to plan. EMElfGENCYEXITS 1 Basemenisindwe5lrgunitsandeverysleeping room below the fourth soryshai have at Mast one operable window or exthriordoor approved for emergency orrescue. The units shall be operable from the Inside to provide a full clear openingwithout the use of 2.Aliegessar newindovrsfromsleepingroomssfrctiCurvea minimum riefdearopening of 5.7 sq. ft. The minimum netdeai opening height dimension shall be 24 inchesThe minimum netplear opening width dimension shall be 20 inches.. Where windows are provided as a means of egress or rescue, they shag have a fadshed sill height no greater than 44 inches above the floor. (Sec. 310.4) RRE WARNING SYSTEM Dwelling units shall be provided with approved smoke detectors. A detector stall be installed In each sleeping mom and at,a point centrally located in the corridor or area giving access to each separate sleeping area. STAIRWAY NOTES 1. A minimum headroom clearance for stairways of not less than 6'8' shall be provided (Sect R311.52). 2. The maximum riser height shag be 73/° and the minimum tread depth shall be 10°. The largest tread run and the greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/4" (R311.5.8 IRC). The profile of treads and risers shag conform to section R311.5.33. 3. All stairways, both interior and exterior, shall be provided with illumination, including landings and treads (R303.6). 1-1 I I I I I I i LJ LJ 2X PEOKING, 36" &AAfRP�p�RA�L IF OVER ,0" AW E SRAPE SRAM Hrl NEW ROOFING TOP PLATE Wr ra! PLATE ,-- 4x4 POST FOOFI'e PELOW __I SIDE ELEVATION FROST LINE -!� \ _1 DQSTING 1 FOUNDATION WALL SCALE: 1/4" =1 -0,r NEW ROOFING TOP PLATE pOTTOM PLATE EXISTING FOUNDATION WALL I I I I I I I I LJ LJ FOOTINS fX...OW I FROST LINE L SIDE ELEVATION SCALE: 1 /4'1=11-0" BACK ELEVATION SCALE: 1 /4"=1'-0" ARTIST RENPERINS. SOME FEATURES SHOWN MAY I* OPTIONAL e PE ELEVATIONS 1 C 2 0 U O a 06-30-06 O O Tr vO to SHEET A-1 WHEN INTERIOR ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A PERMIT occult OR WHEN ONE CIFI MORE SLEEPING ROOMS ARE ADDED ORGREATED IN EXISTING DWELLN4GS, THE DWELLING WIT SHALL SE PROVIDED WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. ExHAustr FAm 100tYM kitchen 50-CFM bathrotipas &laundry V--o-r-&ci) .5 I SMOKE ALAR 9 MALL IN ,. k NECTED AND INI A MANN - THAT ALARM WILL ACTIVATE ALL ALA IN S. (BEDROOMS. AREAS ARP OACI4ING REOROO 9, VAU TIRO CEILING WITH RI': OF 20 & . . ) fr 4" SL 0 " 31-8" GM'S PN. 7-1." 5-4" 5-8" STAIRWAYS: Minimum width 36 in. with min. tread run of 10 in., max. rise of 7 3/4 in. & nosing of 3/4-1 1/4 in. Min. 6 ft. 8 in. headroom. Enclosed usable space under stairways requires 1 hour fire protection of 1/2 in. GWB HANDRAILS: Height of 34 - 38 inches when required by four or more risers shall be continuous the full length of stairs with the ends returned or rounded. LANDINGS: Required min. width of 36 in. or width of stairway and 36 in. travel distance FAITRY 131---ku MASTER f5ATH 01-6" fEra tsEW RAT REMOVE EXISTING SPINS THRucur HOULE MPS. REPLACE WIT11 NEW SPINS. MENSW.NROMM -.,,AYMNIMUMSAM REMOVE EXISTING SPINE), AtPSHEATHINa COVER EXISTING WALL WITH owt). (I-YR) REMOVE EXISTING EXTERIOR DOOR, REPLACE WITH NEVV 2.1-8" INTERIOR POOR 51-4" 2/1_10- EXISTINS F,ULPINS REMOVE EXISTING WINDOW FRAME OPENING WITH /X6 SUPS FOR SIT.AT111NO. ;kFg4g,niatr BI5TIND ROOF FLOOR PALN SCALE: 1 /4"=1'-0" r ' OVERHAND TO MATCH EXIST -INS ' T RINOVE EXISTING ROGFINC/ MATERIAL, REFUGE NEW GGMPOSITION SHIMES. L J ROOF PALN SCALE: 1/8"=1'-0" 2X6 WD. DECKING JOIST HANGER 8 LEDGER FDN. WAU. likatfaNiatikWaVWfatiWaStreitt DECK SCALE: N. T. S. require approved base and beam connectors. Min. 24 in. frost BARRIER protection to finish grade with min. 12 in. footing base. Radon Mitigation System Required If Vents Subject to Closure 6 mil Vapor Barrier Required P v,1 raMATION WALL TYP. ,tzv T. Fre. TyP. (AWL SPAGE NOTE: 4r. r MIN. f)TM OF JOISTS TO GRADE * 6 , MIL VAPOR r)ARRIER ALL FOOTING SHALL ft f3ELOW FROST LINE NOTE: PROVIDE 2410" MIN CRAWL SPACE AGGES5 2-x10 FLOOR JOISTS kwagazg,ameMINVERONAMOSKSM,P1 CONCRETE TO CO PLY TO IRC TABLE 404.1.1(1) Ailitoc SPA t/ er CRAWL SPACE VENTG I Gtq FT PER EVERY 150 Stq fr. Cr 6.6. FOUNDATION PALN SCALE: 1 /4"=11-0" 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. 3/4X X 9" A.B. TRT'D WD. POST 2XE1. DECK JOISTS ater, O.C. MAX .Oi1r41 g 1 (2) 2X8 "WOLM" BEA TRTD WD. POST 12"ArX 42"' PIER SONNEN 2" MIN. PEA GRAVEL) 2X WD. BUONG. 3 OPTIONAL EEL- - . , tit GYP. DX 0 fo4-7- TILLIFILL16-1-111--4i71—I I 9--LfiLt • • lEMIET El I la I 1E1 I IE IEHE-.111_I - r- , ,t*',1 t,9'4/1."' littrtatlig-11,---11-:-T-4111;t1,111","t--,11 g ' .? . . ,= L,„'.7-3......p.',,k...,<%.. b.,,..? o 9 4 ' maithei..„--- DECKS: Ledger board requires 'A" lag bolt @, 16" o.c. with - -):::4c181,4f 0 i,7,1A-- of Jags flashing behind. Guardrail 36 in. high required if floor more than ' '''''''' TO'CADE 30 in. above gade. Picket spacing no more than 4 in. apart. Posts 6 MIL VAPOR Minimum depth for frost protection id-theChi 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. FOUNDATION WALLS - 3000 # PSI SLABS, GARAGES, CARPORTS & PORCHES - 3500 # PSI ALL FOOTINGS MUST BE CONTINUOUS PROVIDE SOLID BLOCKING UNDER ALL COLUMNS BEARING WALLS AND SHEARWALLS. PROVIDE 001i3LE JOINTSIMIN) UNDER ALL WALLS PARALLEL TO SPAN U.N.O. PROVIDEDOUI3LE STUDS pro TO FOUNDATION UNDER ALL HIP AND OMER 'TRUSSES UX.O. PROVIDE SHEAR CONNECTION FROM INTERIOR SHEAR WALLS TO TRUSSES OR JOISTS ABOVE. COMPOSITION ROOFING MATERIAL OVER #I5 BUILDING FELT, 7/16" ROOFING SHEATHING ac WRV TRUSSES 0 24' O.C. BAFFLE METAL FLASHING W/ DRIP EDGE T. SOFFIT VENT WD. FASCIA BD. 1/8" GAP BETWEEN SHEATHING ret. 2-4W ATS f.foricc TZ4- E)cmt,151 w4-L tection Attic Accessible bv 22' x 30" /16' OSB POW. SHEATHING 2X6 Mt MUDS 0 16' O.C. -21 INSLL 3/4" TAG PLYWD. 2X RR. JOISTS R-30 INSUL. TREATED 2X6 D. PLATE /2' DIA. X 10" A.B. (NI w FOIL, WALL r f Anchor Bolts- Minimum Y2" x 10" with 7" concrete .11 3 embedment at 6' o.c. and 12" from ends of sill plates. WALL SECTION @ CRAWL SCALE: N.T.S. CEILING: 'A" GWB if perpendicular to rafters or trusses 24" o.c. and no water based texture used — otherwise 5/8" GWB. A 2 t�ti� GOA n oil 4 t* WON ������� ���� °$ ib '' .. � : � 03MU i4a lig SWO x lasmuj E JJIW � JA# 3 F��l MTJW �`. . ..a , t }n r s. iso? , ., t