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2007, 10-30 Permit App: 07004354 Addition
CrrY cw Spokane .Valley Community Development Residential Construction Permit Application 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: 4 -55L\ PERMIT FEE: New Construction xt Addition/Remodel Other: Accessory Bldg Deck SITE ADDRESS: / 7‘62 � t: , /4 i' 4ve. 5,dreme oaf /9/ i Gt/i� . 994 ASSESSORS PARCEL NO: 55/ (, v/ // LEGAL DESCRIPTION: 5 c.e f e Vetfe 5! i,° > Building Owner: Name: oe..�J //.5. fr7 Address: 5f .._, 5a.Avst _/ C�� Name: . & Ly4Ci Phone: 99y /�� Fax: Q2/i).--_6797, Contractor Lic No: J 0,Kn �v/ : 6 Address: 1 IM PERVIOUS SURFACE FINISHED BASEMENT SQ. FTG: City ;r2kkAe /6(44/ State:1 i Zip: Phone: 9y5_Xesr Fax: HEAT SOURCE: Contact Person Name: '7Q- /ca/n Phone: y 79— (26.98' Describe the scope of work in detail: Contractor: TTY CJ 15/reicrlh4 L L G Name: oe..�J //.5. fr7 Address: 5f .._, 5a.Avst _/ C�� City: S,, i, 2 e�� State: ,t,L. Zip97�j) / Phone: 99y /�� Fax: Q2/i).--_6797, Contractor Lic No: J 0,Kn �v/ : 6 City Business Lic. No: Cost of Project: $ /3 'g 01 /VI l?e a i0DA, /44 Proposed Use: e,� /� ,i4e( * * * * * * * * * * * ** *The following MUST be complete: (write N/A if not applicable ) * * * * * * * * * * * * * * * * * * * * ** HEIGHT TO PEAK: DIMENSIONS: # OF STORIES: 1 TOTAL HABITA4B_LE SPACE: MAIN FLOOR TO SQ. FTG: , la 1 SF Wince) 2 FLOOR Q. FTG: UNFIN BASEMENT SQ. FTG: IM PERVIOUS SURFACE FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON A/ PROPERTY: /v # OF BEDROOMS: /24e CONSTRUCTION TYPE: Qa/ ' ao 4-e Uv 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 processed. SIGNATURE: Method of Payment: ❑ Cash Bankcard #: Authorized Signature: REVISED 2/15/07 ❑ Check ❑ Mastercard Expires: DATE: /0 ❑ VISA VIN #: RECEIVED BY CITY OF SPOKANE VALLEY OCT 3 0 2007 PERMIT NTER BY: SS e5S0t pe561 60g/31 /v /19P/ 7-/O i o 6R 6 E/v,4-c R P-S L XC /1/ 170 Fr (5e4 72 RC f- OU7`OU1[ W/V6 5) Project Number: 07004354 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 11/7/2007 Page 1 of 2 Project Information: Permit Use: 13 X 13 BEDROOM ADDITION Setbacks: Front Site Information: Left: Right: Rear: Plat Key: CONV Name: CONVERTED CNTY DATA Contact: JEM CONSTRUCTION LLC Address: 509 N SOMMER RD C - S - Z: SPOKANE VALLEY, WA 99037 Phone: (509) 499 -0638 Group Name: Project Name: IIIMSBEECIStiaTO District: East Parcel Number: 55183.0114 SiteAddress: 17621 E ALKI AVE Location:: CSV Block: Lot: Owner: Name: LYNCH, NATHAN K Address: 17621 E ALKI AVE SPOKANE VALLEY, WA 99016 Zoning: R -3 SF Res District Water District: 134 CONSOLIDATED ID #19 Hold: ❑ Area: 1.72 Acres Width: 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Depth: 0 Right Of Way (ft): 0 Review Building Plan Review Released By: Originally Released: 10/31/2007 By: tmelbourn Landuse /Zoning/HE Conditions Released By: Permits: Originally Released: 11/1/2007 By: mpalaniuk Operator: JD Printed By: jmm Print Date: 11/7/2007 Project Number: 07004354 Inv: 1 Application Date: 11/7/2007 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: JEM CONSTRUCTION Firm: TODD FOLSOM Address: 509 N SOMMER RD Phone: VERADALE,WA 99037 Building Characteristics Building Height 0 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation RES ADD R-3 VB 169 $15,439.84 169 $15,439.84 Totals: 169 $15,439.84 169 $15,439.84 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $265.25 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW<7999 SQ FT 1 SELECT $106.10 Permit Total Fees: $375.85 Notes: 5,A A - :u - :.�,..R4 Q- r:; LL-- z - ;z =t ra Payment Summary: ...rev Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $375.85 $375.85 $0.00 $375.85 $375.85 $375.85 $0.00 $375.85 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. 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Sprague Ave, Suite B3 Spokane Valley, WA 99206 Phone: 509.688.0036 New project Er Previous pre -app meeting El Plan revisions Transmittal Date: Tuesday, October 30, 2007 Project Number: 07004354 Water District: CONSOLIDATED ID #19 Applicant: e -mail: Contact: e -mail: JEM CONSTRUCTION LLC 509 N SOMMER RD SPOKANE VALLEY, WA 99037 (509) 499 -0638 JEM CONSTRUCTION LLC 509 N SOMMER RD SPOKANE VALLEY, WA 99037 (509) 499 -0638 Contractor: JEM CONSTRUCTION 509 N SOMMER RD VERADALE, WA 99037 Owner: LYNCH, NATHAN 17621 E ALKI AVE . SPOKANE VALLEY WA 99016 e -mail: Occupant: e -mail: Arch / Engineer: e -mail: ID 0 1 OCI , umauxe Project 13 X 13 BEDROOM ADDITION Description: Please send all plan review and project comments via e-mail to the highlighted individuals. Building Landuse Engineer Utilities Health Fire Dist Assessor APPLICATION ( SITE PLAN ( FLOOR PLAN --- PLANS .----7 Please send all plan review and project comments via e-mail to the highlighted individuals. 76'2/r , A Ave wr pelf1 4J 55/r3,00 3 5 fit 3434 • ib PLANNING DEPT. APPROVE? BY: 71,e4ViLixt(-- DATE //%//z7 I•Theie-74 Ftitel r I/ , . xi, 2006 IRC Ten Things You Must Know!! 2c. sF 1. R105.2 'Work Exempt From Permit" — Spokane County will maintain the 200 sq /ft threshold for one -story detached accessory structures used as tool and storage sheds, or similar uses. 2. Table 8301.5 "Live Loads" — Attic storage is clarified in the footnotes of this table. An example: If two or more adjacent trusses with the same web configuration contain a rectangle 42 inches or greater in height by 24 inches or greater in width, located within the plane of the truss, a 20 psfiive load must be applieslio the design of the bottom chord components affected._ 3. R319.L5 "Exposed Glued - laminated Timbers" — Those portions of glu -lam timbers that form structural support_of buildings /structures and are exposed to the weather, and not protected by a roof, eave, or similar covering shall be pressure treated, or naturally durable wood. 4. WAC AMENDMENT R327 "Protection Against Radon" — State adoption of IRC Appendix F for mitigation measures applicable for buildings constructed in "High Radon Potential Counties" (Spokane county). Appendix F, Section AF101.1 (WAC Amendment) no longer permits un- vented (conditioned) crawl spaces. Appendix F further requires passive radon vents to be installed in vented crawl spaces. WAC Amends R408.2, permitting 1:300 sq /ft ratios for ventilating crawl spaces. 5. R406.1 "Foundation Damp - proofing" — Language change removes "habitable or usable spaces ", and replaces with "foundation walls that retain earth and enclose interior spaces and floors below grade..." effectively requiring damp - proofing of crawl space foundation walls. R406.2 similar for water - proofing. 6. R613.2 'Window Sills" — New section requires protection similar to guardrails (4" dia. sphere) for operable portions of windows less than 24 inches above the finished floor, and greater than 72 inches above the adjacent exterior grade or surface below. 7. R702.4.2 Tile Backer Board — Requires cement, fiber - cement, or glass mat gypsum backers for tile installation in tub and shower areas and wall panels in shower areas. 8. R703.2 and Table R703.4 "Water- resistive Barrier" — Felt, or other approved barriers (house wrap) are now required over all exterior wall studs or sheathing, and there is no longer an exception for not requiring such felt /barriers under panel sidings with shiplap joints. 9. R703.8 "Flashing" — The provisions for self - flashing windows (use if the window's mounting flange) has been eliminated. Approved corrosion - resistive flashings must be applied shingle fashion at all door /window openings. R613.1 requires window manufacturers to provide installation /flashing instructions for each window. 10. Washington State Energy Code Section 505.3 "Outdoor Lighting" — Luminaries providing outdoor lighting and permanently to residential buildings must be high efficiency (compact fluorescent) bulbs with pin style base. Exception allows incandescent fixtures controlled by motion sensors with integral photo sensors. R -21 int' R -21 int' / U =0.054 R -19+ R-58 R -19+ R-58 R -21 int' Wa1112 Above Grade WSEC TABLE 6 -2 PRESCRIPTIVE REQUIREMENTS °' FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Glazing Option Area10: %offloor IV. 10% 15% 17% VI. 25% Group R -1 Occupancy Only Unlimited Group R -3 Occupancy Only Unlimited Group R -1 Occupancy Only Glazing U- Factor Vertical 0.40 0.40 0.37 0.35 0.35 0.32 Overhead" 0.58 0.58 0.58 0.58 0.58 0.58 Door-8 U- Factor 0.20 0.20 0.20 0.20 0.20 0.20 Ceiling2 R -38 R -38 R -38 R -38 / U =0.031 R -38 R -38 / U =0.031 Vaulted Ceiling3 R -30 R -30 R -30 R -30 / U =0.034 R -30 R -30 / U =0.034 R -21 int' / U =0.054 Walt? int° Below Grade Wall? ext4 Below Grade R -21 R -12 R -21 R -12 R -21 R -12 R -15 R -12 R -21 R -12 R -15 R -12 Floors R -30 R -30 R -30 R -30 / U =0.029 R -30 R -30 / Slabs on Grade R -10 R -10 R -10 R -10 / F =0.54 R -10 R -10/ U =0.029 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 5,w/A /eva-ttori hiyA r454 rie Volio4 New Roof 1,14e We54 veefloil s. , r \ a° t11 '•■• • z Af• 4 •' tNt (71 cr —, LL., 7D cr: tw 5 z cn 0 tl.1 .....1)) I— ,e cc UJ (I) Tc cn 2 p ( z, ) cn _•'z S74 cr) 0 0 Z cc 2 12 4 LI-Jj al ,,Li C) 0 J CD CO V) M ;:f CC , x , 1 .:.- 1 Lu a. L.L.1 Ui --' c) a 6 8 =6.n m. �z 0... z . .. .... ...,,, .< . ... a.= -41-... o LI. o — W .... ...-: _ a --• co , 0 6>: 79 ki ..- ,,... a) -0 ...- NK '''''''' — 0 it 7 c--4 .0- 5 g .-it', .- ._ ,„, , ,<:J ..o PL., ° 0 0 0 -I■, 7,5, ...ft,. ■.„4, a' 0 thE ..., ,.. •.0 cA ....4.i O aJ br — CI'') "c t6A CZ Ig IZIO a A 0° .14) C18 t ..... © ' 6 A.A .1■1 •,I, al ..... 6, crj an ci) CI 0 4 t tgres wii OW i4able .7 sc. ft. * 44" sill r f ' MEN INTERIOR 4.TERATIONS, RiPAIRS dR ADDITIONS R QUIRI4 A PERMIT OCCUR, OR WHEN ONE OR MORE S l((EEPING �GJMS RE ADDED OR CREATEI{I) IN EXISTING DINEL.LINGS. THE OWELLItIG UNIT SHALL BE PROVIDED WITH SMO)(E ALARMS LOCATED AS REQUIRED FOR'NEW DWELLINGS. HALL, BE �NTERCON- D WIRED IN SUCH A ANNE' THAT THE ACT VATION OF ONE f ALARM WILL ACTIVATE! ALL ALARMS. ( DRbOM AEAS APPROACHING BEDR OM�S� VIAULTED EILiING ITH RISE OF i24,' & ON EACH FL R) LANDING required on both sides of exit doors with min size of 3 ft. measured in direction of travel by 3 ft. or width of door if greater, and not lower than 1 'h in. below threshold. Landing required at other exterior doors is a minimum size of 3 ft travel distance by width of door, and not lower than 7 3/4 in. below threshold provided the door does not swing over the landing. EMERGENCY EGRESS AEOUIREMENTS FROM KEEPING AOOM3 1) NET CLEAR OPENING. 5 7 SQUARE FEET GRADE FLOOR OPENING (MAX W) 5 0 SQUARE FEET 2)NET CLEAR OPENING HEIGHT 241NCMES 3) NE1 CLEAR OPENINGMNOTH 2O INCHES 4) MAX FINISHED SILL HENBIT 44' ABOVE FLOOR 5) EMERGENCY ESCAPES RESCUE OPENING SHALL BE OPERATIONAL FROM THE IN$UDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS R602.10.4 Brace Wall Panel min. 48 in.– 96 in. R602.10.6.1 Alternate Brace Wall Panel min.28in. -42in. R602.10.6.2 Alternate Brace Wall Panel min.l6in. -24in. Engineered Shear Wall Bracing 2" ratI)'. ', 1 2 }► )3 J L it I 6 °1f i :+r r y3 r? ff ;J t`Ji' T CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1) FOUNDATION WALLS - 3000 # PSI SLABS, GARAGES, CARPORTS S PCRCRES 3500 # P"al AU. FOOTINGS MUST BE CONTINUOUS ,1a ter. .'-/" x tf 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. CEILING: ' /2" GWB if perpendicular to rafters or trusses 24" o.c. and no water based texture used — otherwise 5/8" GWB. 0: *;-`11,--• h is101 AK.1,. 011(12 ATI1VA 3NVA0c18 3ONVlidi400']C100 801 COVICtiFit , SNOLL031:1800 NO1103dSNI 0131d 01 io3rens omaiine SIHI Ad03 A113 SN01.10c1SNI ON IIINVEIJ 01 1:1018d SIN31SAS HOOld ONV SIAIV38 's3ssnat dOOH HOd sinoAvi ON11:13N19N9 ONV SINVIdeVICI ]ClIA08d • THE 02i Ot vi?Ott 100f cL; kr001:0 OtAtIVII0K WON 1.14 0144010k LOW traOti mumoni ANft, r1.. F. 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