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2008, 03-31 Permit App: 08001082 Garage Addition Project Number: 08001082 Inv: 1 Application Date: 3/31/2008 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: GAR ADD Contact: GONDER,GEORGE M&CARLA R Address: 16822 E VALLEYWAY AVE C-S-Z: VERADALE,WA 99037 Setbacks:Front Left: Right: Rear: Phone: (509)927-3892 Group Name: Site Information Project Name: atW _ .. W _..eft -- Plat Key: Name: VERA District: East Parcel Number: 45134.1015 Block: 10 Lot: SiteAddress: 16822 E VALLEYWAY AVE Owner:Name: GONDER,GEORGE M&CARLA Address: 16822 E VALLEYWAY AVE Location::CSV VERADALE,WA 99037 Zoning: R-3 SF Res District Water District: 010 VERA Hold: ❑ Area: .00 Acres Width: 67 Depth: 640 Right Of Way(ft): 50 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: _: .; ice: : ::__ mymss-. Review Building Plan Review Xeleased,By: Originally Released: 3/28/2008 By: tmelbourn Landuse/Zoning/HE Conditions Released B y: Originally Released: 3/31/2008 By: mpalaniuk Permits: W., mow,maggml-magAwzmome4-zonmaus=nesmegoar:wxmwslogo- t Operator: JD Printed By: jmm Print Date: 3/31/2008 Project Number: 08001082 Inv: 1 Application Date: 3/31/2008 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Building Characteristics Building Height 11 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation GARAGE U-1 VB 288 $5,472.00 288 $5,472.00 Totals: 288 $5,472.00 288 $5,472.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $125.25 ACCESSORY PLANS REVIEW 1 SELECT $31.31 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $161.06 Payment Summary: ..: .-e ;.. .m ,. mow,. wmansangarlannumffai Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $161.06 $161.06 $0.00 $161.06 $161.06 $161.06 $0.00 $161.06 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: JD Printed By: jmm Print Date: 3/31/2008 "' Permit Center crrr o� 11703 E Sprague Ave, Suite B-3 PERMIT NUMBER: I 0% SpUkalle Spokane Valley,WA 99206 PERMIT FEE: Valley. (509)688-0036 FAX: (509)688-0037 .., www.spokanevalley.org Community Development Residential Construction New Construction Accessory Bldg Permit Application `. Addition/Remodel Deck n Other: SITE ADDRESS: � 2 Z (/ '2,/2yir i0. ,/�j,,,UE= thi/c}// 44, ”D37 ASSESSORS PARCEL NO: . 1-3�, //,6� LEGAL DESCRIPTION: Building Owner: Contractor: Name: �:'Djeyz. >4/1/�� Name: /7/ cELr Address:/ 22 3 / //iiLL4�irit Address: City:,__7m,/,/ti —- U �� StatttCCC /0,9, Zip://037 City: State: Zip: r Phone:9Z g?2_, / Fax: _ ' Phone: Fax: Contractor Lic No: Exp Date: Contact Person City Business Lic.No: Name: 669Ae9C Uc),,../74"._..-- Phone: )i"4'—Phone: 7>7.-,3,e Z Describe the scope of work in detail: Cost of Project: $ 6 /17-1// /� z'// 3/ , �ry1/_Y-i/t/7 , c- D', Proposed Use: ?Mf7 /7 **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSION�S7: #OF STORIES: TOTAL HABITABLE SPACE: / NI) /z'/G.J TO SQ. 2 FLOOR SQ. FTG: UNFIN / Z,� .s4 /_--Ly- MAIN T MAIN FLOORBAS ENT SQ. FTG: IMPERVIOUS SURFACE FTG: AREA: FINISHED BASEIv,I T GARAG�,�SQ. FAD,D.A DECK/ y PATIO SQ. FTG: 30% SLOPES ON ,� SQ. FTG: �f/ �� PROPERTY: �l//� #OF BED r 091A: CONSTRUCTION7- PE: HAT URGE: SEIW�R SEPTI ? 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: .. ell-/e.%' ,7 ZATE: Method of Payment: 0 Cash 0 Check 0 Mastercard 0 VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED 2/15/07 SCITY OF 11703 E Sprague Ave Suite B-3♦ Spokane Valley WA 99206 poltne ♦509.688.0036 ♦ Fax: 509.688.0037 • 40Valley © Completed Building and Mechanical Application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature and date. © Three (3) sets of plans including Site Plan, elevations, floor plans, foundation plans with details, roof plan, framing plans and details. © Show the height of any proposed buildings or accessory structures. © Floor plan for each floor: Dimension to scale(minimum 1/8") 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. ❑X Egress windows: Provide at least one window or exterior door approved for emergency escape or rescue from basement and in every room for sleeping. © Floor framing details: Joist type, size, spacing and installation details. © Roof framing plan and details © Furnace and hot water heater location ❑X All header locations: type, size and connections ❑X Foundation plan ❑X Insulation information • © Decks and Stairway details All braced wall panel types: show locations and details of installation, including engineered design Smoke detector locations 22" x 30" attic access location 18" x 24" crawl space access One-hour separation detail: between house and garage / , ix.,/:, ,,A:,; :•': ::',7,"::.C.: i:'.7-- 1 I i I i .______ ' , /,',• ;) ' .—..... —41 I I . _ t--X1 5 r//v7 . _ ,1- _. ' . 17/06.1 i , Alek) 496/57/41 it 1:Poi)67;41, ,4 OP i 1 1 1 i 8' 6/ \fr. ______L____ . ii...,..................._........,_ ,_,,, -, -c. e .._Y ' 7/ ' 1 -----r 1 ) 1 PLANNING DEPT. APPROVED /6E52 a.- i W4/14/+411/ 411 BY:72tiA742il (--. 5 P' Wt Ua.14,7 i wi9. 9'1037 - *:-- DATE: 341/2-00 F 17311..Ci; $1-5-13 '/. A)e"C For City Use Only ,.. PLUS ec ProJt Number CITY OF �\�� i 0 poKWu Project Address i`, � :- ` kart s 4 •0Valle ° y 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 ♦ permitcenter@spokanevalley.org As part of our on-going commitment to customer service during the review process of your project application, we are providing you with a TARGET DATE for the initial technical application review. If for any reason we cannot meet this date, we will contact you with a revised target date. Your application review TARGET DATE is L / 2' I l� The TARGET DATE is the date we estimate your project application will have had its initial technical review. It is not the date for approval or permit issuance. Tips for a Smoother Project Application Review ➢ Submit complete, accurate plans and documents. Extra time may be required for re-submittals as project application reviewers work on multiple applications and it may be several days before they can look at your new or revised information. > Designate a specific contact person to communicate with the City. While the person designated as the applicant's contact person with the City can be changed, one individual with the expertise for dealing with reviewer comments would be the best choice for the entire review process. > Call staff regarding the status of your project only after the target date shown at the top of the page. Although you should be contacted on or by the target date,please feel free to contact us if you haven't heard from us by your target date. Staff may contact you before the target date if the initial review is complete. By following this procedure,you will save time and allow the reviewers to complete the work more expeditiously. Steps in the Permit Process 1. Counter Complete. Your application has been accepted as counter complete. This means all of the required documents, as indicated on your Pre-Application Checklist have been submitted or have been approved for deferred submittal. This does not prevent technical staff from requesting additional information as a result of their technical review. 2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free from substantive flaws that would prevent technical staff from completing the technical review once it is started. When this step is complete, your application will be routed to the appropriate staff and remain in their review queue until it comes up for review. 3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff for compliance review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by phone, fax, email, or mail by your TARGET DATE once the initial technical compliance review is complete. 4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re- submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections of the application are received, a Permit Specialist will process the application and contact the person specified on your application for permit pick-up. Information regarding fees and pre-construction meetings (if required) will be provided by the Permit Specialist at that time. WHITE-APPLICANT PINK-BUILDING FILE REV 9/07 Raildisigulliiimillaisiodevidlismisla. Alternate DETAILS OF braced wall panels constructed in accordance with one of BRACED WALL - the following provisions shall be permitted to replace each PANEL WITH 4 feet(1219 mm)of braced wall panel as required by • HOLD DOWNS Section R602.10.4.The maximum height and minimum width of each panel shall be in accordance with Table ALTERNATIVE .. R602.10.6. (DETAIL FOR 1. In one-story buildings,each panel shall be sheathed SECTION on one face with 3/8-inch-minimum-thickness(9.5 R602.10.6.1) mm)wood structural panel sheathing nailed with 8d common oralvanized box nails in accordance with g • • • • • • r.. :_ s h. m Table R602.3(1)and blocked at all wood structural - fi_. -46� 4 ,a ,4 - ,,,. _,.2-,i' _ panel sheathing edges.Two anchor bolts installed in -i T accordance with Figure R403.1(l)shall be provided •l f rte' 1• f ' ,# ,f• in each panel.Anchor bolts shall be placed in from ) I I }1 f I each end of the panel a horizontal distance of one- • 1 ';:I 1 ,; fourth the panel width.Each panel end stud shall •E 1 t•) M - ' l.,le have a tie-down device fastened to the foundation, :) I , 1 f I capable of providing an uplift capacity in accordance ( -T V w �.w-1 I I I' with Table R602.10.6.The tie-down device shall be 'F r` , rrc N 1 ' , le installed in accordance with the manufacturer's �f Ea;ter r x-ti:K 1 9• recommendations.The panels shall be supported = L. ' +'� i a'" t directly on a foundation or on floor framing a i x , i'rr4,, . supported directly on a foundation which is -141' t 3, , t.s,I!,1 , i continuous across the entire length of the braced wall r,.,,' -%.�,F�, l kf ^' " r'1'• line.This foundation shall be reinforced with not less _9 4E';>s `t��'nas i y"' ".� 14: than one No.4 bar top and bottom.When the ai,�7c Er ,sl •' continuous foundation is required to have a depth at a 4 h W hr t'.4t At 4l w?)` greater than 12 inches(305 mm),a minimum 12-inch ' '� x.,i 'i�(� 3,1-,r ry i f , `�. R M. 3 r Min.3/8"(10 mm) by 12-inch(305 mm by 305 mm)continuous footing '� • y;. ,0070111, -`0 .t 4. !t: h r r wood structural panel or turned down slab edge is permitted at door - I+ � 1041:3 < openings in the braced wall line.This continuous -p,�z 4 'a"tw� �' 4 f 0 sheathing attached with i, r 1- ..+" 4 ate'( L,A ... 1 1 footing or•mmed down slab edge shall be reinforced s � , ,��*;$�r �t��r ���•• 8d(0.131"x 2.5') nails with not less than one No.4 bar top and bottom.This �t yc 1 �� iJ at b"o.c.at panel edges reinforcement shall be lapped 15 inches(381 mm) ✓��„ ��,�" 1 L and 12"o.c.in field with the reinforcement required in the continuous F foundation located directly under the braced wall • j` 4 A, ;w,I• > '' line. >, � r.., " g-Y„' 74 2. In the first story ofr::o-.;cry buildings,each braced art t Alt. r 4 d Length per Table 5.3 wall panel shall be in accordance with Item 1 above, ' .'� `' y� ryhe110:1 I •! g except that the following: M ��t`,44 y � `xa 4 >r 11 2.1 The wood structural panel sheathing shall be e� Y°� � + lug t provided on both faces; !* 4 • -� a+ }t "1• I a , 7„- � ,,,µv p ry f -. 2.2 Sheathing edge nailing spacing shall not exceed _ia . . kt i,�I I Curb may be 4 inches on center;and , t'^ A s a a I required to 2.3 Anchor bolts shall be placed at the center of the iyr ' pig?- M' t panel width and in from each end of the panel a =rte 1.tiVx .j ,1 „ 'IES gfOli position untreated horizontal distance of one-fifth the panel width ;,,.,; -ter c+r"` ..s ,,t E E wood minimum 8" r (three total). �„,'x i; 4"'-'"''i"ni .- above grade Strap capacity , i ;,#''7 I #4 bars top and per Table +'T111 b_. - 'V ` bottom required :la1,1 for bracing VO , I�. '�cy C_ „^z Minimum 12”x 12" ,�' + y.', footing or turned down slab at opening,if any. Footing per y I , ; Reinforced with#4 bars R403.1.4 `a top and bottom. ' `fir "g h�°` ', . Tie downs g '.L e , am ' Pcr installed int o g accordance with r ,o 4. c� ' �r c& :!,.:!.'.,"..:-.',-,..;..0'.:.•;,. manufacturer at h .6 ® .Qr .. rfi sa Q .mss ,d ©. , _ o ; a � ' , , c " :g . ' "'�^ � ^ -..� .pry -.;. �-�: . ,,...- . .y ;, -.',Ns .� _ - '.� n o ,._ -, (2)Anchor bolts — 1/2-inch diameter— at one quarter points -nieL,iggposom MINIMUM WIDTHS AND TIE-DOWN FORCES OF ALTERNATE BRACED WALL PANELS I I HEIGHT OF BRACED WALL PANEL Sheathed Width SEISMIC DESIGN ' CATEGORY AND TIE-DOWN MAIL 9 ft. 10 ft. 1 11 ft. 12 ft. WINDSPEED FORCE(Ib) 1iae4' 2'-8" 2'-8" 3'-2" 3'-6" SDC A,B,and C R602.10.6.1,Item 1 _L2 ,. 1800 1800 2000 2200 Windspeed<110 3000 3000 3300 3600 mph R602.10.6.1,Item 2 3000 : . AMY AIMIL. R602.10.4 Bi 96 in. R602.10.6.1 Mimmilearace Wall Panel min.28in.-42in. R602.10.6.2 Alternate Brace Wall Panel min.16in.-24in. Engineered Shear Wall Bracing Minimum depth for frost protection in the City 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. � � IS ` IIvG- K�°z ° CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1) FOUNDATION WALLS-3000#PSI SLABS, GARAGES, CARPORTS & PORCHES -3500#PSI ALL FOOTINGS MUST BE CONTINUOUS N v J ir el ' Thr City of SPOKANE VALLEY BUILDING DEPARTMENT 11707 E.Sprague Avenue#106,Spokane Valley,Washington 99206-Tel 509-688-0036-Fax 509-688-0037 Following is a typical cross-secfion for a residential garage. It may not represent the proposed project If you are using this detail as a portion of your plan submittal,please complete the requested information in the boxes provided on both sides of this sheet This completed sheet,along with any additional information needs to be submitted with your aplfication and be on site at the time of inspection. PROTECTION AND OPENINGS BETWEEN NOTE: DWELLINGS AND PRIVATE GARAGES SHALL HAVE: Diagonal wall bracing required on each corner and every 25 feet of wall 1)MATERIALS APPROVED FOR ONE HOUR FIRE Walls within 3 feet of a property tine or RESISTIVE CONSTRUCTION ON TtiE GARAGE SIDE: within S feet of a dwelling must be 1 hour . '515'TYPE X GYP BOARD(HABITABLE SPACE ABOVE) rated. (5/8'type XC gypsum sheathing '12'GYP BOARD(RESIDENCEIATTIC,FLOOR/CEIUNG) on both sides of wall). Openings are not 2)OPENINGS BETWEEN GARAGE AND RESIDENCE permitted in these walls. Garages over SHALL BE EQUIPPED WITH SOLID WOOD DOOR,SOUD OR 3,000 sq.ft.require protection when HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8', loser than 20 feet to the property One. OR 20 MINUTE FIRE RATED DOORS. Parapets may be required. ALTERNATE FOUNDATION FOR ACCESSORY BUILDINGS FROM ENGINEERED TRUSS OR µrbi 400 SQ.FT.TO 3000 SQ.FT. RAFTER SIZE AND SPACING ju ZX/ox `J @ ' L'O.C. !� SECTION A-A ROOFING MATERIAL '� u�//2-S @• to—060;? IS-Al ROOFING PAPER (, ose2 f STh - 01 • /c�, ROOF 1. `-• SHEATHING '' .• - DOUBLE TOP PLATE . r_• •,•• •,. �nm—ii° SOLID BLOCKING 7/ -�flli➢ '!. ;. • IIIIlIIIIF WALL HEIGHT ",I -1iiiii:' 11111-' BETWEEN.TRUSSES II -ll "••• • . . 24"MIN. / / �• :' • 1 / WALL SHEATHING-" —12'.--1 7i(..: WSJ / \-2x (v @ /CP O.C. SIDING— PRESSURE TREATED SOLE PLATE • PI •, .4 •; • •N•. I --T3-12"CONCRETE SLAB �_ • ' A• • •t 6"MIN. 6. 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PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS REVIEWED FOR CODE COMPLIANCE SPOKANE VALLEYB DING (VISION - A. -3 Z,