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2005, 06-13 Permit App: 05002006 GarageProject Number: 05002006 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 06/13/2005 Page 1 of 2 Project Information: Permit Use: 40 X 36 GARAGE Setbacks: Front 20 Left: 20+ Right: N/ Rear: 20+ Site Information: Plat Key: 000189 Name: BEVERLY HILLS ADD Contact: BRODRICK, JAMES Address: 805 S PARK RD C - S - Z: SPOKANE VALLEY, WA 99212 Phone: (509) 220-2376 Group Name: Project Name: District: Sout Parcel Number: 45193.0126 SiteAddress: 805 S PARK RD Location:: CSV Zoning: UR -3.5 Water District: Block: Urban Residential 3.5 Lot: Owner: Name: BRODRICK, JAMES Address: 805 S PARK RD SPOKANE VALLEY, WA 99212 Hold: ❑ Area::,000.00 Acres Width: 100 Depth: 120 Right Of Way (ft): 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Site Plan Review Released By:4 , 61.1 Plan Review Permits: Released By: tAACA (-6,n Operator: K_C Printed By: K_C Print Date: 06/13/2005 Project Number: 05002006 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 06/13/2005 Page 2 of 2 Contractor: OWNER Group: U-1 Type: VB Total Area 1440 Building Height 20.5 Stories 1 Building Permit Firm: OWNER Phone: (000) 000-0000 Building Characteristics This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sci Ft Valuation GARAGE U-1 VB 1,440 $27,360.00 1,440 $27,360.00 Item Description RESIDENTIAL PERMIT FEE STATE SURCHARGE Notes: Totals: 1,440 $27,360.00 1,440 $27,360.00 Units Unit Desc Fee Amount $421.55 $4.50 1 1 SELECT SELECT Permit Total Fees: CONTOL AREA FOR DRAINAGE MORITORIUM SEE MAPS FOR SPECIFICS Permit Type Building Permit $426.05 Fee Amount Invoice Amount Amount Paid Amount Owing $426.05 $426.05 $0.00 $426.05 $426.05 $426.05 $0.00 $426.05 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: K_C Printed By: K_C Print Date: 06/13/2005 Si�kane �lley BUILDING PERMIT APPLICATION WORKSHEET City of Spokane Valley Community Development Department Building Division 11707 E. Sprague Avenue, Suite 106 Spokane Valley, WA 99206 Phone: (509) 688-0036; Fax: (509) 688-0037 REQUIRED SITE INFORMATION Street Address: Urs- Y -PO I t gl) Assessor's Tax Parcel Number(s): Legal Description: PERMIT DESCRIPTION: Building Permit ❑ Change in Use ❑ Grading ❑ Manufactured Home Relocation ❑ Tenant Improvement ❑ Fire Safety ❑ Other OWNER/APPLICANT INFORMATION 1 ❑ Owner: Jiimir.5 �❑ Applicant: Phone: 22O-max:Phone: Fax: %dress: ' ' P ' '' ' R ► Address: State Trp Code City City State Zip Code ❑ Contractor: 0 Architect: Phone: Fax: Phone: Fax: Address: Address: City State Zip Code City State Zip Code • WA State Contractor License #: Contact: Spokane Valley Bus. Liscense #: Contact: PERMIT/BUILDING INFORMATION HEIGHT TO PEAK ©1 6 1( DIMENSIONS: 1 y �J 6 y) / # OF STORIES: ::••��i'j -e- •...., G: 2"" FLOOR S • ?-_ ..- UNFIN BASEMENT SQ. FTG: FINISHED BASEMENT SQ. FTG: GARAGE SQ. PTG: (ger DECK/COV. PATIO SQ. FTG: OCCUPANCY GROUP: CONSTRUCTION PE: HEAT SOURCE: # OF BEDROOMS: TOTAL HABITABLE SPACE: IMPERVIOUS SURFACE AREA: COST OF PROJECT: i c5,© 30% SLOPES ON PROPERTY: SEWER OR ON-SITE SEPTIC SYSTEM? MANUFACTURED HOME Width: Manufacturer: Length: Year: Pit Set: RELOCATION Previous Address: Proposed Use: FIRE SAFETY Fire Sprinkler: # of Heads: Fire Alarm: Tent: Valuation: Above/Underground Storage Tank Size: Paint Booth: Fireworks Display: Blasting: Date/Time: WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE Plans Examiner: Address: Phone: Fax: City State Inspector: Phone: Fax: Address: Zip City State Zip SPECIAL INSPECTIONS ❑ BOLTING ❑ CONCRETE Firm Name: ❑ REINFORCEMENT Phone: Inspector(s): Fax: ❑ WELDING DISCLAIMER 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. Ownership ofN111-14-5 resulting deve opment rights granted by any issued permit Print Name 'I I M S 3PSignature to the gropeowner. Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash Bankcard #: Authorized Signature: ❑ Check ❑ Mastercard 0 VISA Expires: VIN#: ❑ Other This site plan is being submitted for the purpose of 8TH STREET obtaining a building permit and is a true and correct representation of the proposal. All known property 6naetrlimpnsi ref ts_ curb lines. structures and easements have been Ide tri d� so in "ate ar critical areas. bodies of at , st s s of /%/critical areas. SITE '�'k IWA ��hN ���0440 GENERAL NOTES 1. BUILDER MUST CONTACT UNDERGROUND LOCATION OF ALL APPROPRATE UTILITYS 2. EXACT LOCATIONS OF EXISTING UTILITIES ARE TO BE VERIFIED BY BUILDER 3. BUILDER SHALL BE RESPONSIBLE FOR MEETING ALL STATE AND LOCAL CODES 4. STRUCTURAL FILL SHALL CONSIST OF NATIVE MATERIAL 6. STRUCTURAL FILL SHALL BE PLACED IN 12" MAXIMUM LOOSE LIFTS AND COMPACTED 7. EXTERIOR BEARING WALL AND NON—BEARING WALL (NO FIRE RATING) B. CONCRETE INTERIOR SLABS ARE TO HAVE 4" GRAVEL BASE / WITH 6" CONCRETE SLAB. PARCEL # 45193.0126 AND 45193.9121 BEVERLY HILLS L23B1 STRUCTURAL NOTES 1. FOOTINGS ARE DESIGNED TO BEAR ON STRUCTURAL FILL WITH BEARING PRESSURE OF 4000 PSI 2. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. AGGREGATE SIZE SHALL BE MAXIMUM OF 3/4" 3. ALL LAP CONTINUOUS REINFORCING 42 DIAMETERS. MINIMUM COVERAGE. WHERE CAST AGAINST EARTH #4 BARS 1-1/2". 4. ALL FRAMING LUMBER SHALL BE NO.2 OR BETTER DOUGLAS FIR OR LARCH. GLUE LAMINATED BEAMS SHALL BE DOUGLAS FIR OR LARCH. 5. ROOF SHEATING OVER TRUSSES SHALL BE APA RATED SHEATING, EXPOSURE 1, 19/32" THICK MINIMUM PANEL. LAY PANELS LONG DIRECTION ACROSS SUPPORTS, CONTINUOUS OVER TWO OR OR SPANS, ALL ENDS OVER SUPPORTS, STAGGERED END JOINTS. NAIL WITH 8d COMMONS NAILS 6" O.C. AND 12" O.C. TO INTERMEDIATE SUPPORTS. 6. WALL SHEATING OVER STUDS SHALL BE APA RATED SHEATING. EXPOSURE 1, 15/32" i THICK MINIMUM, PANEL SPAN RATING OF 24/0 MINIMUM BLOCK ALL EDES, NAIL 8d COMMON NAILS AT 6" O.C. ALONG ALL EDGES, AND 12" O.C. TO INTERMEDIATE SUPPORTS. NAILING SCHEDULE 1. TRUSSES TO DOUBLE PLATES OR BEAM. TOENAILS 3-10d 2. BRIDGING TO JOIST, TOENAIL EACH END 2-8d 3. TOP PLATE TO STUD, END NAIL 2-16d 4. STUD TO SOLE PLATE 4-8d TOE NAIL 2-16d END NAIL 5. DOUBLE TOP PLATES, FACE NAIL 16d 016" O.C. 6. TOP PLATES TO LAP 4' MINIMUM 2-16d END 7, HEADER, TWO PIECES 16d 0 16 O.C. 8. TRUSSES TO TOP PLATE, TOENAIL 3-10d TRUS-JOIST TRUSSES SHALL BE DESIGNED, FABRICATED AND ERECTED. COMPLETE WITH ALL ACCESSORIES AND BRIDGING, IN ACCORDANCE WITH THE LATEST ICBO RESEARCH COMMITTEE REPORT AND MANUFACTURER RECOMMENDATIONS. FURNISH COMPLETE DESIGN EMGINEERED CALCULATIONS WITH SHOP DRAWINGS. SCALE 1/16" - 1' 759$ F=G!STER AFLHITCEO T STATE CE 11VASHNi4GTON 21' SOUTH LOOKING NORTH /",nl,l-rlKll Ini it- Mir\/-Nf- kir-Ki-r I r" 11 1 c )) UULAU vent NORTH LOOKING SOUTH NEW BUILDING ELEVATIONS L -36' -1 WEST LOOKING EAST EAST LOOKING WEST SCALE 1/8 it = 11 7588 4REGIISTERED4 ARCHITEC NR PYmAreKwlirrE L'STATE OF WASHINIGTON! y a PLAN VIEW ION $* DROP TOP OF FOUNDAMON 8* SCALE 1 /8 = 1 7588 RE G I 173T E REE ED ARGEHITEELOT STATE OF VVASCIGTON S. o'.., PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS 18 GAGE METAL STANDING SEAM ROOFING OVER 30LB FELT PRE ENGINEERED TRUSSES @ 2' D.C. 5/8" DSB SHEETING 6' PERIM/ 12' FEILD NAILING 2X6 BLOCKING BETWEEN TRUSS W/2 — 2" 0 HOLES W/BUG SCREEN 2' OVER HANG 26 GA DRIP FLASHING 2X6 DONT 2X TREATED PLATE W/ FOAM SILL SEALER CDNTINUOU #4 CONT TOP OF WALL 4#4 HOCK REBAR @ 4' D.C. —6" 14' /12 PITCH SIMPSDN TRUSS TIE DOWNS @ 4' D.C. DETLA RIB 36' METAL SIDING W/ VAPOR WRAP —2 X 6 STUDS 16" D.C. SOLID BLOCKING @ 8' O.F.F. — 2' X 12" MICRO LAMBS WITH 2X TOP AND BOTTOM PLATES TYP @ ALL DOOR OPENINGS 2 — 2X BEARING FULL HT.STUDS ON EACH SIDE DF OPENING HEADER TYP @ ALL DDDR OPENINGS /16' DSB SHEETING ALL DSB SHEETING TO BE NAILED 6° PERIM. / 12" FEILD 5/8" X 10' "J" ANCHOR BOLTS W/8" BURY @ 4' D.C. �— FINISH FLOOR CONCRETE FLOOR 28" 6' CONCRETE WALL 1'-6"--- "P \0 CA 8°— WA 0 SCA #4 REBAR CDNTINDUS 3° FROM BOTTOM DF FOOTING 2:V' 6016 10 vck C' J 7588 o\ REGISTERED R 91TEi,T RON RAY 'MACKIE STATE OF WASrIINGTON