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2005, 06-16 Permit App: 05002069 RemodelProject Number: 05002069 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 6/16/2005 Page 1 of 2 Project Information: Permit Use: C OF U- GARAGE TO NEW RAMP, HALLWAY & Contact: BRAD GREEN CONSTRUCTION STORAGE Address: 7622 N ALTAMONT C - S - Z: SPOKANE, WA 99212 Setbacks: Front NA Left: NA Right: NA Rear: NA Phone: (509) 362-4878 Group Name: Site Information: Project Name: Plat Key: 001642 Name: MISSION PINES SUB District: Nort Parcel Number: 45161.0141 Block: Lot: SiteAddress: 12022 E MAXWELL AVE Location:: CSV Zoning: UR -3.5 Water District: Area: .00 Acres Urban Residential 3.5 Owner: Name: MCFARLAIN Address: 12022 E MAXWELL AVE SPOKANE VALLEY, WA 99206 Hold: ❑ Width: 110 Depth: 138 Right Of Way (ft): 50 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Plan Review Permits• "Released Contractor: BRAD GREEN CONSTRUCTION Address: 7622 N ALTAMONT SPOKANE, WA 99217 Building Permit Firm: BRAD GREEN CONSTRUCTION Phone: (509) 362-4878 This Application: Total Project: Description Grp Tvpe Notes Sq Ft Valuation Sq Ft Valuation RESIDENCE R-3 VB REMODEL 0 $2,000.00 0 $2,000.00 Item Description RESIDENTIAL PERMIT FEE STATE SURCHARGE RESIDENTIAL PLAN REVIEW Totals: 0 $2,000.00 0 $2,000.00 Units Unit Desc Fee Amount 1 SELECT $69.25 1 SELECT $4.50 1 SELECT $27.70 Operator: DMD Printed By: DMD Permit Total Fees: $101.45 Print Date: 6/16/2005 Project Number: 05002069 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 6/16/2005 Page 2 of 2 Notes: , PayntentStunntary: Permit Type Building Permit Fee Amount Invoice Amount Amount Paid Amount Owing $101.45 $101.45 $101.45 $101.45 $0.00 $101.45 $0.00 $101.45 Disclailner: 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: DMD Printed By: DMD Print Date: 6/16/2005 Spokane 4.00•1Valley BUILDING PERMIT APPLICATION WORKSHEET City otSpot!ane 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 at -206/1 Street Address: 12,622 Assessor's Tax Parcel Number(s): Legal Description: PERMIT DESCRIPTION: B(ALt Acc Sg I`kikt-uv9AY I 4\Axua. ❑ Building Permit Change in Use ❑ Grading ❑ Relocation Tenant Improvement 0 Fire Safety ❑ Manufactured Home O Other OWNER/APPLICANT INFORMATION ❑ Owner Bri fn.erkeCiiws Phone: 6-39-01.2D Fax: Address: City State Trp Code O Contractor: i ics.n �,r�EEn1 Phone: -36.a-'?8714 Fax: Address: -pc aa nL ALTAW&eW-'C— r t E (AAy cigar? City State Zip Code ❑ Applicant: awn >AL Phone: 3R(a-yR 'a Fax: Address: 76 .2 ell„ A,x f avwcr SPniCa 7.6Axi 9922 City State Zip Code O Architect: Phone: Fax: Address: City State Zip Code WA State Contractor License #:9g Ps crccGStD&r Contact: Bszao �Ii1378 Spokane Valley Bus. Liscense #: Contact: PERMIT/BUILDING INFORMATION HEIGHT TO PEAK: DIMENSIONS: # OF STORIES: MAIN FLOOR TO SQ. FTG: 211° FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: OCCUPANCY GROUP: CONSTRUCTION TYPE: HEAT SOURCE: # OF BEDROOMS: TOTAL HABITABLE SPACE: IMPERVIOUS SURFACE AREA: C ST OF PROJECT: �o( WO gn 30% SLOPES ON PROPERTY: SEWER OR ON-SITE SEPTIC SYSTEM? i MANUFACTURED HOME Width: Manufacturer: Length: Year: Pit Set: RELOCATION Previous Address: Proposed Use: FIRE SAFETY Fire Sprinkler. # of Heads: Fire Alarm Paint Booth: Tent Fireworks Display: Blasting: Date/Time: Valuation: Above/Underground Storage Tahk Size: 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: Inspector(s): 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. 0 REINFORCEMENT Phone: Fax: ❑ WELDING Ownership of resulting development rights granted by any issued permit inure to the owner Print NameREN Signature Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check Ban kcard #: Authorized Signature: ❑ Mastercard ❑ VISA 0 Other Expires: VIN#: PkAD =fit=_L NEL k\\5: ; o;;2_ E__ I X wt.= Li_ �--- 48`'" • —1 9/8," A-- IP." / WHEN INTERIOR ALTERATIONS. REPAIRS OR REWIRING A PERMIT 000tm, OR IAMBI MG SLEEPING ROOMS ARE ADDED OR CREATED IN DWELLINGS. THE DWELLIN UNIT SNAIL SE WITH SMO%E ALARMS LOCATED AS 2 OWELLIUBS. 0 'Gv >e: Z74) e) AO &1%\; 4- a• PROTECTION AND OPENINGS BETWEEN DWELLITIG AND PRIVATE GARAGE SHALL HAVI !PATER I %LS APPROVED FOR ONE HOUR RRE RESISTIVI M#113TRU TION ON THE GARAGE SIDE: 8 SIB' TYPE `1C GYP BOARD (HABITABLE SPACE ABOVE) 0 ®1/Y GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEILING) nN „ GARAGE AMO REST SHpu BE BOORS. NOT LESS THANO f C 1 EXIsTIr \NAt.L_s ,= X 15T1 rti6_ &xi\ceM: ':-- W �Lt \\N-{16CR 1 F2©Kt- Vt pkylt. gP v CifkeV LaZeR G 1 &UL Stc'ri oA 4at/Pc c3° cti c2D /2' -2'F Ey). IN r r �G r�. - \.ter\ ACCESSI LE RAMP STAItIS GUA'?I tAILS &HAN IP'tAILS 36" MIN. 36" MIN. 36" MIN 12" MIN. rHANDRAIL HANDRAILS REQUIRED ON BOTH SIDES WHEN VERTICAL RISE EXCEEDS 6" BETWEEN LANDINGS WHEN RISE DOES NOT EXCEED 6", HANDRAILS ARE NOT REOUIRED re .w MSC"' ;xvsi Gnaw& S'>3RELIWN 8£76EFN L $tHGR DOEPT RAMPS Ci1H AN MCC RADOS Of 30 FUT OR (MATER. 2. THE FOAM R O1H OP A RA4P ST4ALL DE HOT LESS THAN 38° FRAC IHTERKR RAPS 129) 44" Pca 1034TTa219OR RAMPS. 3. RA!!PS MON TML AO2ssoLE ROUTE OF TRAVEL SHALL HAVE HOTTOK ANL*1Q4i33 AT OE TOP AVO O AT LEAST ROERNE XATL LANDwNO FOR EAO4 JO" O7 Itla LOCOS= SHALL SE LEVEL AHO F„{AYE A IU 4 *1 0040 S ON AEASpED P4 THE C 1W 4 OR RAMP RUN OF HOT LHS THAN GO' WHERE THE RAM) CHANGES D9=04 AT A LATtIHO, THE LAHC -4 SHALL OE NOT LESS THAN 80' X 80'. THE 1185TH M MY LUiCQ4Q SHALL NOT BE LESS THAN THE 1103E14 OT THE RNW. 4. RAMPS HAMNO SLOPES STEEPER THAN 1:20 SHALL HAVE I4.VCRAM.S A3 REOUTREO FOR STA:ROAM HANOR Ma SHALJ. at OCNTRAFWS PROMDED THAT THEY SHALL HOT EC ROOFED AT ANY PONT OF ACCESS ALOHO THE RAMP NOR AT ANY CtIR8 RAMP. HAIAfIA99 MALL WINO AY LEAST 12' KYOTO TEE TOT MC grad OF ANY RAO SEGHF?FT. 5. EXo05ED EXTERKR RAMPS NO UO APPROACHES Si AU. DE Cd4S'I*JCltD TO mon. TH£ ACCUIPAATOI Or PATER 01 WALKING SJIEACO. WITERNMATE LAHOOOG LMCCNO GUARD REQUIRED ON OPis'i SIDES OF RAMPS HANDRAILS MORAL WOO TO WA TACDLE ME 1111111111111111111 RAMP > 30" DROPOFF GUARDRAIL ON RAMP ACCESSIBLE RAMP DETAIL GUARDS AND HANDRAILS EGRESS DOOR I�uu��uu�uuunn111 u■■■. •up. M 121 MAX. ' 48 M 12 PEOLITRECT 30" MAX. RISE BETWEEN LANDINGS — MINIMUM CLEAR WIDTH BETWEEN HANDRAILS = 36", BUT NOT LESS THAN REQUIRED FOR CORRIDORS HANDRAIL 60" 60' — 3'-6" MIN. CLEAR WIDTH Chapter 5. General Site ana Building Elements- - 505.10.1 Top and Bottom Extension at. Ramps. Ramp handrails shall extend horizon- tally above the landing 12 inches (305 mm) minimum beyond the tdp_and bottom of ramp runs. Extensions shall return to a wall, guard, or floor, or shall be cdntinuoils to the handrail of an adjacent ramp run. - - 505.10.2 Top Extension at Stairs. At the top of a stair flight, handrails shall extend horizontally above the landing for 12 inches (305 mm) mini- _ mum beginning directly above the landing no- sing. Extensions shall return to a wall, guard, or ICC/ANSI A117.1-2003 the landing surface, or shall be continuous to the handrail of an adjacent stair flight. 505.103 Bottom Extension at Stairs. At the bottom of a stair flight, handrails shall extend at the slope of the stair flight for a horizontal dis- tance equal to one tread depth beyond the bot- tom tread nosing. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent stair flight. 506 Windows Accessible windows shall have operable parts com- plying with Section 309. 12 min Fig. 505.10.1 Top and Bottom Handrail Extensions at Ramps . 12 min Fig. 505.10.2 Top Handrail Extensions at Stairs 44 x = tread depth !" F. ' Fig. 505.10.3 Bottom Handrail Extensions at Stairs ICC/ANSI A117.1-2003 (a) Stairs (b) Ramps Fig. 505.4 Handrail Height 505.7 Cross Section. Handrails shall have a cross section complying with Section 505.7.1 or 505.7.2. 505.7.1 Circular Cross Section. Handrails with a circular cross section shall have an out- side diameter of 11/4 inches (32 mm) minimum and 2 inches (51 mm) maximum. 505.7.2 Noncircular Cross Sections. Hand- rails with a noncircular cross section shall have a perimeter dimension of 4 inches (100 mm) minimum and 61/4 inches (160 mm) maximum, and a cross-section dimension of 21/4 inches (57 mm) maximum. 505.8 Surfaces. Handrails, and any wall or other surfaces adjacent to them, shall be free of any sharp or abrasive elements. Edges shall be rounded. 11/4-2 (a) Circular Chapter 5. General Site and Building Elements 11/2 min Fig. 505.5 Handrail Clearance 505.9 Fittings. Handrails shall not rotate within their fittings. 505.10 Handrail Extensions. Handrails shall ex- tend beyond and in the same direction of stair flights and ramp runs in accordance with Section 505.10. EXCEPTIONS: 1. Continuous handrails at the inside turn of stairs and ramps. 2. Extensions are not required for handrails in aisles serving seating where the handrails are discontinuous to provide access to seat- ing and to permit crossovers within the aisle. 3. In alterations, full extensions of handrails shall not be required where such extensions would be hazardous due to plan configura- tion. 4-61/4 perimeter ? Hi • /01.1.6ag ?MBAR.. 3i.r..re :O Ho1TAVt'r3A CRAM %a ;11711;;.j.; i11 . j.; JA 444 3TAVITOA T IV�717_Y;:A�-} 130037J1.1AVa ?^COR038) -(b) Fig. 505.7 Handrail Cross Section Noncircular (c) 43