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2006, 09-01 Permit App: 06003521 Garage Project Number: 06003521 Inv: 1 Application Date: 9/1/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: CONSTRUCTION 22 X 24 ATTACHED GARAGE Contact: EDIE,ROBERT L&ROBIN S Address: 13906 E 9TH CT C-S-Z: VERADALE,WA 99037 4 Setbacks:Front Left: Right: Rear: Phone: (509)270-1370 f ((c(„ l��, Group Name: Site Information: Project Name: Plat Key: Name: Range District: East Parcel Number: 45233.3516 Block: Lot: SiteAddress: 13906 E 9TH CT Owner:Name: EDIE,ROBERT L&ROBIN S Address: 13906 E 9TH CT Location::CSV VERADALE,WA 99037 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 11,721 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: ,1( Review Building Plan Review Released By: A , Driveway/Approach Released By: Landuse/Zoning/HE Conditions I Released!By: , S Sewer Review Released,By: Permits: "rrii. ;, .. . _. k IC,w.. . .. „,. ., Building Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Operator: AMB Printed By: AMB Print Date: 9/1/2006 Sri.� Permit Center okane 11707 E Sprague Ave, Suite 106 :PERMIT NUMBER: al Spokane Valley,WA 99206 r / Valle PERMIT FEE: (509}688 0036 FAX: (509)688 Qt17 SE� O ' Community Development t,ww.spok_anevalley.ora.com '' Residential Construction o ew Constrt Ct>! a;; ❑ Accessory Bldg Permit Application Addition/Remodel o Deck o Other: SITE ADDRESS / 3� 0 e ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building owner / Contractor. Name: t�er� z. (�GlLc.,� .: Name: 610 ILIZA Address: 3 5'a .6' g 5-4-Z- eV-- Address: City: gDok /44_ Zip:C 0 2 City: Zip: I Phone: cri j A-)45 Fax: Phone: Fax: Lic No: Exp.Date: Contact Person City Business Lic No: Name: F 0 61 e-rT ERI E Phone: S en 971 0 - 0"3'1 a Describe the scope of work in detail: Cost of Project: $ soap- oP...-- ADIJtnCr R*+i ck Gar AGE. i-o e.)CCS-1.irt5 tic3oSe- **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS;, #OF STORIES: TOTAL HABITABLE SPACE: (3`-6'''' 0.. --)(D.y' 2 iv/,r- MAIN FLOOR TO SQ. 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: /4' i/4 AREA: el/A- FINISHED BAS'E'MENGARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: /f/ W. 01d- /VA- PROPERTY: Y #OF BEDROOMS: CONSTRU TION TYPE: HEAT SOURCE: SEWER OR�TIC? N!A- 11/Gb 4 N/A N 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.6) Plans or additional information may be required to be submitted,and subsequently approved before this application can b cessed. Signature ,' Z2��c..c-. Date --,2-C--- 6 Method of Payment: (Fax;. .ermit applications will only be accepted with major bankcard) 0 Cash !/f Check 0 Mastercard 0 VISA ❑ Other Bankcard#: Expires: VIN#: Authorized Signature: REVISED 8/25/2005 okane LL Valley 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall@spokanevattey.org Residential Plan Submittal Minimums 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 1/8") 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. 1 All braced wall panel types: show locations and details of installation, including engineered design. ❑ 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 ❑/ 18" X 24" crawl space access: One-hour separation detail: between house and garage Floor framing details: Joist type, size, spacing and installation details A( Roof framing plan and details ❑ Furnace and hot water heater location. or' All header locations: type, size, and connections (/ Foundation plan 0 Insulation information 1 1 � _ N 69•$9'1'3"E --632.71-- ---- J 86.00 1 73.00 73.00 73.00 4 73 00 73.00 140.00 37.71 ` I I�1`-fig BLOCK © S I 34 id 3 W {.1" W W .r' 1 I a z\ t g Q N N 0 N O -� 1I A 7 0 ♦� I.14 1 ti ' 2 S o 3 d o 4 a c 5 0 0 y'6 0. a o `}a�ry o ----=1 N 1 li M y M M ! M p - p0 „� p, O M 1 e, I 8 8_ O • Mf Z nJ N_ ~ _ 6 1 SI 3 N DRAINAGE NT I T 2 Z nl l� 81.88 J• i 2 4 -r, UTILITY Z, i. „'� «I UTILITY EASEMENT EASEMENT-v., `,ax'y, �}� UTILITY r .. C N nl �« $5.fii'4r I'8�n 73.00 73.00 8��'B 73.00 73.00 '214781.78 ®' o11AIMAGE M G1 1 1 - _ EASEMENT 1---- 1 1 N n 'til' _ 9 TM COURT•P it - Cl _ 1w-st.sl „ N 89.59'15"E ---515.00--- N 4•JO N t•9.59.15E(R1 W X Cl 41 SY 0 >-.jl Mt 65.01 4'x'8 r73,00 s 73.00 b;�4 73.00 0 on 73.00 ;;,,Lj451.78 0O ,j 3 S 7+ UTILITY EASEMENT--�'S UTILITY S 13t )• � UTILITY .r �_ 51 W I x18 EASEMENT 61.99 bti '✓ EASEMENT • 1- ppEE ¢ �/ j N�� LIS.S 'NS�IRAINAEMENT W W W N ti� sI W JI 9 N N s 1 '� IS a a 15 N N 14 a N 13 a ~ 12 N : $1 II '� N �*'� '1 n 0 O p�p v. 10 Z F m '=I M O M • ml Mi N Q z 8 N 0 F.,34 ; + z Z BLOCK Z lO z z 0 r$ AGRICULTURAL v 1. 66.00 13.00 ` 73.00 a 7300 , 73.00 o 73.00 140.00 37.10 _J__--- I" •• 96.00 S 69.36'32"W --632.90-- I 1 N I gr 1 TR TR t58 OF VERA 130 W E ( , SCALE I"= 50' S 12 TN AVENUE So taI°47 te.."' / br `,..._-_......... ..............m..**.wor* S 9 ,,,, 37 ' 1 1 / I I ji I I I --- I 34::. 6 4—.............._ i t •C, 1.-\ r 1 ropostel 1 1 e C ,, l r • —I 5.-6 r 3. C. i• --- 1356(1 e 9 tL at, , .,41 I - 0,e.,CO...-7 i-Y--(;-- I L. — 1— ! c‘. , /Ai I 1 i , I 1 \ 3 1 , 1 I . P-1 1 i N..... [ 1 1 I 1 \ . `so i I 0 I ) I . .P1.- 1 I ?roi)erl 5' .!. i ,r4n.3te. 1 . ‘,. .. , ,......., , _ No r.t. Ls CitAc1.0 4--, FIGURE 1 CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS . OVER CONCRETE OR MASONRY BLOCK FOUNDATION ti Elevaon Outside Elevation Side Extent of header (Two braced wall segments) Extent of header (One braced wall segment) 1.1 - �)l. f. s .��vF }': • a :. lr 1d:9 q a :P 4 °f � � g ° �k � z.^x �, �' a 4 f '� �j �� k 1_ lq Sheathing filler y mi S �:. w,k,. � +,.: .w� t h >..:,: �;.>::. d 1 '�' LI q a a 1. 1 :.:�:�a: ia ;;�+....,:.:>..+s>::}:>;k£:%:;:.. 'x;,. 3 �:.vk,+:;: .,:,. � .. .Idj:R q a -q'.�o. If needed O 4_° J:. ril l .:: .,3d ;:�:.::..:.Y::u;.h>.t.;,;..a.:..�.::.::..�,.y:.,,,.J:::.:.......:. ..>.:._,t,�.,,..:::>,:::.�..::.:,,::::::;. o t'. ::,:f .:-:,,,,,,,,,,,,:,,,,,,,,,,,,,,,,,,,,..::,:,4,,,,,,,,,,,,,,,,,,,.. .0 t • 11 :x,q; ;° 2 to 18 (finished width) 1 t dl, f°I ii d'o' 'oa 16d sinker °q ° p'' ! r I °+ iai? nails in 2 rows R t Fasten sheathing to header with Top plate 1 1, , , 00 t° 8d common nails in 3" grid ' - ' ' d�mt � °'° • @ 3" o.c. ' continuityis / 1 .: 1 1 I'f ...1' 1p�j,�j „ • 1 P 1' I;t d�° Ialo °,R, °S- pattern as shown and 3 o.c. in required per 1 ; , • .• all framing (studs and sills) typ. R602.3.2 ' t ''' filet ' ' '`` t 1000 lb header- ............ ..... I l.; 1 3 '1't I I I l 1 t plat 1°I° l3 Y•1 't to-jack-stud strap .4.1,,i,.....::,,..:•.,,..,,,:,,,,,,,•:.,4.0.•1. I°' tp=a 1000 lb header-to-jack-stud strap i i i.'t °i 1°A e;ql ;R I 1 1 1 _ °lot 1°I° on both sides r 1°ta on both sides of opening I t i'� a:i of opening (Ref. h 9 t , Lt 11 ' _ (Install on backside as shown on , , alst I°I° RI°� '•°t" No. LSTA24) Max. „ Side Elevation, Ref. No. LSTA24) ' ' _ ' ' :,:p:..1-215!!!..:!:!!!!!!!1:11,,,,,, , 1�t °I°i 1°t° • hei ht ` 9 1 '°= lal° 101 4,4 1, Min. (2) 2x4 typ. ' 1 , ' °4q, '4iq Braced wall ; , 1 1 1-.1It I 1: °'°I ' If panel splice is needed it shall segment per 1 1 1'1 °I°t 1°I° 1 f 1., .1.} 11% 3/8" min. 1 t 1 t': R602.10.5 1 1 1 °I0t 1 ',.- l occur within 24" of mid-height. ' ' f ' thickness wood °jql lata. 1 1- f t g3ot 1°IQ f = f t': Blockingis not required. �' ' ' 1 f °lat '^'? 'ptgl Iq,0 q I I 1.1 11 1 1. No. of ' ' '`t 1 •' structural panel alai tat. 1 t: 1l algJ 1°I° '_ Min. width based on 6:1 Iii, sheathing Q,q} q 1 1 ki I°l 1 1 jack studs , , . ,1 1, : 1 1 °101 1RtA. height-to-width ratio: For 1 1 }I "' 1°I° aiq; ,.; per table I 1:f ,, , 1> ,, ,, example:16" min. for 8' height R502.5 1&2 °a °' 015, IRf4 ( ) 1 f. t.;l AIaJ I°IA t [ 1;1 It 11 al • p4 ets. R14t 1°t• 1 1 I t I t I J: e;Rt l00 Min 2"x2"x3/16" plate washer 1 (' I ! plpt 1°I4 . at^ `.s a Jta I L Z' �`i '�'�a . I. Anchor bolt per R403.1 .6 Typ. Foundation per code Not to scale `c''/7 may.- ►ado„Id C6 I Min. 4 ft Brace Wall Panel per R602.10.3 &R602.10.4 Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6 Min. 16, 18 or 20 in. APA Portal Frame Bracing N Engineered Shear Wall Bracing GYPSUM BOARD USED FOR INTERIOR BRAC€D.WALL CONSTRUCTION SHALL BE FASTENED NO FURTHER 11 THAN 7" 9.C. (43 A +,.. -,,... 7:Z Y I 11 i s ` k Z , ^ 2 i4::.!" Cb \I) e 1 xct fir,_ _17 ;;;:s71.,;,,j, 8;,....A 11 ,...,........_ 1 t ,,„:„., ,... c.,„ 0 ,,:),- v) ..., ..., 0 ,..-,,, ,. - ' ,.,.../ c,,1,1 _a __r_ ,,, 4 41- c .....2 ct i, I4_ 2 i City of SPOKANE VALLEY BUILDING DEPARTMENT 11707 E.Sprague Avenue.fri05,Spokane Valley,Washington 99206-Tel 509-683-0036-Fax 509-653-0037 Following is a typical cross-section for a residential garage. It may not represent the proposed project. If you are using this detail as a porton 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 application and be on site at the time of inspection. PROTECTION AND OPENINGS BETWEEN NOTE: DWELLINGS AND PRNATE 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 line or RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: within 6 feet of a dwelling must be 1 hour . '518'TYPE x GYP BOARD(HABITABLE SPACE ABOVE) rated. (SB'type'X"gypsum sheathing •1/2"GYP BOARD(RESIDENCE/ATTIC,FLOOR/CEILING) on both sides of war). Openings are not 2)OPENINGS BETWEEN GARAGE AND RESIDENCE permitted in these walls. Garages over SHALL BE EQUIPPED WITH SOLID WOOD DOOR,SOLID OR 3,000 sq.ft require protection when HONEYCOMB CORE STEEL DOORS NOT LESS THAW( 313°, closer than 20 feet to the property tine. OR 20 MINUTE FIRE RATED DOORS. Parapets may be required. ALTERNATE FOUNDA1)bN ',fir, . . •. ..:,.i4 % ; �, ; `" ACCESSORY BUILDINGS FOM ,,) A.::0 1, <s, t,,c' ..'s.-A ' i Ez16-S1:?RNEER 400 SQ.FT.TO 3000 SQ.FT.: a ,, ••t ,'"f ;._: :. . RAFTEFISIZE AND SP ING SECTION A-A ROOFING MATERIAL ROOFING PAPER - 0 .• Mrd /'L• ROOF I SHEATHING 1 ' • its \--DOUBLE TOP PLATE J . _ �I. ti'1 -tnui=III: SOLID ROCKING I, ='!. ;.. . ':ILII IIIIF WALL HEIGHT L'1=11111!_ 111111-' BETWEEN.TRUSSES ll 113_:• - . 24°MIN. L.--7-_ .•- . s (2)44 REBAR •-" :' 1 7 . WALL SHEATHING-7 I-12'—I t" f 2x `@ O.C. SIDING J PRESSURE TREATED SOLE PLATE •4 .4 •' 1-,,,,- i•• 1 _r 1 _-. 3. ..-112'CONCRETE SLAB sem- ! . 6"MIN. 6'MIN. . .. :.... . ..,\ lllli ,y•-• r,Ji; lf I li ISI _- =111!C==11h. .. 11711- ®I1 • ANCHOR BOLTS IPI;=h. .'4 : , :11111=1' 24"MIN. 24"MIN. 6•MIN. I Ilt2"i 'MIN. •, • • I . • • , (r INTO CONCRETE) ` ' 6'O.C.OR APPROVED j t2"-•-1 (2)#4 REBARE6"x12' ANCHOR INSTALLED CFOOTING PER MANUFACTURER. FOUNDATION PLAN PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW. BUILDING DIMENSIONS: • eiski GARAGE OPENING AND HEADER SIZE: j 9 1c- 8'K7' ( - 'iA' roa' INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE P WIDTH 2L4' REDG E LINE s,. CONCRETE TO COMTLY TO IRC TABLE 404.1.1(1) I 04 FOUNDATION WALLS-3000# PSI I X' SLABS, GAR ES, CARPORTS N� "i &POR ES-3500# PSI A A ALL FOOTINGS MU BE CONTINUOUS L.. o L � Please note that while every effort is made to assure the accuracy of the information contained in this brochure is not warranted for accuracy.This document is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investigation. For detailed information on a particular project, permit,or code requirement refer directly to applicable file and/or code/regulatory documents or contact the appropriate division. . , . --_-, r-....D. . --. ,---.._ 3L 12-7-13 - SL 12-7-13 DG 12-9--1 DG 12-9-1 -1.3 EK) 3-35 MO 3-15 SS 4 RH 4 gl 2-0-0 I 0 4-0-0 - 4-0 6-0-0 8-00 10-0-0 12-0-0 14-0-0 16-0-0 1E1-0-0 20-0-2 24-0-0 [ 2-0-0 I 2-0-0 1 2- --0 4 2-0-0 _j 2-0-0 1 2-0-0 _1 2-0-0 I 2-0-0 1 4-0-0 1 2-0-0 , a --,- -r 2x311 *2:311 - *7:111 .2:311 1 4[ .2:30 4-21-12 ---- .4,Gx8CM _i_ c-_-,- E .2a311 23 11 .I 2x311 E. 1,2x3.q 1 595= R *234311 p *29311 R 4.2X abC1 I I. v *27.311 MENMEMEMINNERSEINIEMMIMMEIMENnalliffilliMMENIMMENIMEN§El7 , SP/ , BC I I --a=0,ty T---Z-45-ti-,! '2--0 L-0 1 2-43'173 1- -2---15- T -2=0-0- 1-2-15-5 -1-2-13-11-7- 27-17=13- 1- 4= •i5---1.S RP 4-0-0 6-0-0 8-0-0 10-0-0 12-0-0 L 4-0-0 16-0-0 113-0-0. 20-0-0 24 0-0 1 LA 24-0-0 -F.,- &LI. 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