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2007, 06-07 Permit App: 07002177 Garage Project Number: 07002177 Inv: 1 Application Date: 6/7/2007 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 24 X 40 GARAGE Contact: PURVIS,WILLIAM J. Address: 13108 E GIBBS RD C-S-Z: MICA,WA 99023 Setbacks:Front Left: Right: Rear: Phone: (509)924-2087 J Group Name: Project Name: Site Information: u !Ut:=tR>ra a 0%Yi�itb;#Yk'S&Wi,e z'z+ ?',4W'ta aB'i�ri dd.R.Rary -`�?'ukm'T Fkw++.lNiu. .<Mry`X m.a4a.,z3 sasw+ �M3•hy'dRrFm'+" ,,,W+.4 x_414 i)4 v4444,41u 4%4^.a 1K,z: Plat Key: 001865 Name: ORCHARD AVE ADD TR 1-228 District: Nort Parcel Number: 45063.3805 Block: Lot: SiteAddress: 3303 N LEWIS RD Owner:Name: PURVIS,WILLIAM J. Address: 13108 E GIBBS RD Location::CSV MICA,WA 99023 Zoning: UR 3.5 Water District: 002 ORCHARD AVENUE Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way(ft): 34 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information: ,di. r 4F „ate• x ��w , ag 41 41, 441 ._-1 .* u r,,,, a...>,,.z r *41 4 x 414 4ua ,�� n: Review Building Plan Review Released By: Originally Released: 6/7/2007 By: TMELBOU Landuse/Zoning/HE Conditions -By: ,�,., f�uppor ►�1I// Operator: JD Printed By: JD Print Date: 6/7/2007 Project Number: 07002177 Inv: 1 Application Date: 6/7/2007 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 14 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation GARAGE U-1 VB 960 $18,240.00 960 $18,240.00 Totals: 960 $18,240.00 960 $18,240.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $307.25 ACCESSORY PLANS REVIEW 1 SELECT $76.81 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $388.56 Payment Summary: .. ;..m , Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $388.56 $388.56 $0.00 $388.56 $388.56 $388.56 $0.00 $388.56 Disclaimer: Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: JD Printed By: JD Print Date: 6/7/2007 Scmd 11703E Sprague Ave, Suite B-3 PERMIT NUMBER: -j 77 pokane Spokane Valley,WA 99206 PERMIT FEE: , Valley. (509)688-0036 FAX: (509)688-0037 www.spokanevalley.org Community Development Residential ConstructiOI UN a 7 2007 1KNew Construction Accessory Bldg Permit Application fl Addition/Remodel Deck ❑ Other: SITE ADDRESS: 33b3 t t./ t \S ASSESSORS PARCEL NO: 7 5 v('3 _ ; 5 LEGAL DESCRIPTION: 6 Q—C 14 Mk, -D' A Il E AD I> Building Owner: i Contractor: Name: ( 0' 1',a J:, 701-v'15 Name: �r'llJ(�l -e ei, iut Address. ,310,U e ._ /'C'��ts Address: 1 ► City: l; State: W A Zip:G oz3 City: State: Zip: Phone(5 )0.2s,pS3 Fax: Phone: Fax: Contractor Lic No: Exp Date: Contact Person City Business Lic.No: Name: 1l-'.,r14•AAA -lN'v iS Phone: C Off) 2,-2_D s.(p$' 3 Describe the scope of work in detail: Cost of Project: $ 550O.00 Vu*;v&-cv A0ov— co-(' 211x(10 6,ceric, -S s1"a ect F,i-ct vie. Proposed Use: 641 4je..-56(cie, **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TCtA<: DIMENNSION� :S #OF STORIES: 1LID , TOTAL HABITABLE SPACE: e . &ACCeeie MAIN FLOOR 10 SQ. 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFA E FTG: 0 f JJ AREA: SQ FINISHED FTG BASEMENT GA 1Se. FIG DECK/COV. rR. SQ. FTG: 30% SLOPES ONNA, VV N P:•- RTY: #OF BED�OMS: CONCS R`UUCCT-ION Tr HEAT SOUR Ew 41101R 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: ...- , , �^'`'`-��'� • a -3 DATE: 67 - -7 — 7 l Method of Payment: J ❑ Cash ❑ Check 0 Mastercard 0 VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED 2/15/07 . .._;,:, .. _ .._ . __ ___ . ,1,. 1,-- . ... . ___. .. ..6- .__ __,_._ __ I 26''' ( 6s 1 - - , ,I.,, • ..______,______, l� 6,,A.- \s ibicoo #7 , . .1 1 , ( , PLANNING DEPT. APPROVED I -P-`b.e>se, - Df o I 6w-61R ....L S' z ��: — te pA?E: .7/1 V-L C�az�� �;r f (00 0 5 i I (p/� _..____ 647e ----- Z5 ' ---may , -2,..- 0() Vi;V_\ 13 $1 - -- - I 1—e I., ; 1 1 , 3O' i . ;0. i ,.-- . cv 2,r, � r.1 _. Ulf 4.14J.7 u*ZG.1.f....17,,34.04:1 - J 4x5!t HO 3-15 _ B , Ho 3-15 . 4 iC 2x3:- _ 2x3'i E G 4- 3-15 �i�` �� 3x6.• / \ 3x67 I A \\ - o: --i--- E S1 D q- -.w 306 3x4- 3x47 3x4:= W:308 R: R: 1635 R: 1635 SL°11111! 6- 9- 1 5-10-12 5-10-12 6- 9- 1 '11111; ] EF' 6- 4-14 12- 0- 0 17- 7- 2 24- 0- 0 TC ;11008: __ - 6- 4711.. .. _-- . 5- 7- 2 5-... 7- 2 6- 4-14 1100SI BCI 8 -3- 4 75_ -9- ---- 1 8 -3---7---4I i EPI 8- 3- 4 15- 6-12 24- 0- 0 • • ALL PLATES ARE LOCK20 Scale:0.233-.1' ?.IE Cx. TRUSS WEIGHT: :31.1 Lr.5 • Online Pit::: -- Version 9.0.013 TO=Y_BR CST P(LHS) 1181ST mum) RCN DATE: 5- 8-01 B-D = 900 T D-G = 632 C NOTES: 1. TRUSSES MANUFACTURED BY - CSI SIZE LUMBER 1.15FB DL+LL DEFL = -37" TN B-G VALLEY BEST-WAY BUILDING TOP .70 2X 4 1B/18F15 2070 LL DEFT. = .21" < BRG-SPAN/240 2. EMPIRICAL ANALOG IS USED. BTT; .64 2X 4 1B/18F15 2070 SPAN/DEFL (DL+LL) = 776 • 1435 .30 2X 4 DFL-STUD 885 LtJ ER STRESS INCREASE: 15.0% •'SEE REVERSE SIDE OF THIS '` U • REPETITIVE "-` •`•`SER INCREASES: "PAGE FOR IMPORTANT NOTES " S\Oi• - t FB 15.0% FT .0% FC .06 �c . f. PLATING CON:OR2'S TO UBC. `I jf LATERAL BRACING: PLATE VALUES MI BE VERIFIED Q CZ- TOP CHORD - CONTINUOUS WITH ROBBINS ENGINEERING. GRIP Cl.. 177 BTM CHORD* - 120 IN- OC VALUES BASED ON Doug-Fir-Larch J TRUSS SPACING - 24.0 IN. LUMBER USING GROSS AREA TEST. (-3,PLATES - 20 GAUGE LOCK it LOADING LIVE DEAD (ASF) GRIPPING 558-231 PSI PER PAIR /'>.;. it ,1Q�� TOP CBD 40.0 10.0 INCLUDES 15.04 INCREASE 4r.•pl�0 BT?4 CIS .0 10.0 TENSION 1339- 465 ELI PER PAIR ir TOTAL 40.0 20.0 60.0 SSZ.AR 784- 506 PLI PER PAIR SUPPORT CRITERIA JT TYPE PLATE SIZE X Y JT REACT WIDTH JT REACT WIDTH A 2001 3.00 X 6.00 7.9 3.1 LBS IN-SX LDS IN-SX B 3010R 4.00 X 5.00 CTR CTR STIO A 1635 3- 8 C 1635 3- 8 C 2001 3.00 X 6.00 7.9 3.1 /( �7 D 1010 3.00 X 4.00 CTR CTR .O SOF wAsy/,y O LEFT RIGHT E 1010 3.00 X 4.00 'TR CTR . 00I'.. .. ; °�!!j, HEEL OIN - 4SX OIN - 4$Y_ F 1001 2.00 X 3.00 Cl"?. CTR a� 11 •�;, • / G 1001 2.00 X 3.00 CTR CTR r/ •�. / HEXER CSI P(LBS) M015T He2ND S1 1100 3.00 X 4.00 CTR .2 P', 17 .-, I TOP CHORDS ,- 1, �."4,. i�O q- A-F .70 3300 C 1000 -3443 R = PLA' E IS'ROTATED B'( 90 DEC • C� E(..‹.� • F-B 57 2883 C 3443 -2045 ()NAL1Gt- B-G .57 2883 C 2045 -3443 ' •' -C 70 3300 C 3443 -1000 ERCP S 39343 BOTTOM CY'>P. _ - A--E .64 3140 T -S30 -1170 E-s1 45 2103 T 3 %70 498 S1-D . 45 2103 T -4,C -1170 A ��� ,aOA., re.R.)-(- V t 5 D-C .64 3140 T 1170 530 HERS F-£ = 632 C E-B = 900 T -33 D� Ns /+ w/ - 0 t.NE Pt USM vrt:v 00Pi:F,w'.."..,1•0..r.;•05.1""e0/ 1-•can c., o... -' lJ / VG/� (-KG c e(NA4.--\--- , x 1 ! let�?�C�CV,fta G -`,JSSe5 2-11 " 0ic , ? *C ; 1 -,---7--_-,_ 2g c----A,---c-e- Ai,.4<< % c i .,--10042. _--t- 6.14,>v e_ i \\\\\ 118" GAP / ��� it„(0..Q 3 t--t ,4 1` S c E L�'�Ttq f +(-, BE s vVEEN SHEATHING 1;3 M tis. V 2- ' ea t S 17 CONCRETE TO COMPLYTO IRC TABLE 404.1.1(1) } I FOUNDATION_WALLS-3000 # PSIa �., ‘)e'\ .SLABS, GARAGES, CARPORTS �x4 y ‘)e'\ . n, &PORCHES -3500 # PSI 0 2.1.41 I 04. ► d v�k ► �:� ALL FOOTINGS MUST BE CONTINUOUS Tom. CSI UM P1tAt A iyi-t)x , V /a :tt\)e- ''''cle' 7 11 -.5,ab-0-- -3 fet ac vlinimum depth for frost protection in the City of yc-- ipokane Valley is 24 inches measured from the bottom )f the footing to finish grade. Grade slope away from wilding a minimum 6 inches in first 10 feet. L�-� Anchor Bolts- Minimum '/2"x 10"with 7" concrete GI/ 6+e`,, . L 1 embedment at 6' o.c. and 12" from ends of sill plates. 6"x 12.IFrio4-� - ' • ,.. 4. . . , i' avo,,vcAL:VoreA, t-i-v5ce, Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4 .. , 0 ILI ''i <= MM. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6 _ , MM. 16, 18 or 20 in. APA Portal Frame Bracing 1 - 1 Engineered Shear Wall Bracing 1 ' ___, - - •._ -__ - _ _ - -- - - - - - _ _ _ , _ _ ___, _ ___. - -, -- _ - ..r..... . _ _ _ _ _ _ _ _ r 14 _ ....../ _,..,.....-y....... _ .._ _ _ ......., _ ...... _ ....... ......... ......... .... _ ..... ...... ___ .... ...... ..... ...... — ..., _ J ! .„....e,„.../- a ..• ...., a - ......_ -........ ! ' LOP I \ .0 - - - _ _..) . - -' trn 7:-;-- -,--4- — - - -... , 1 , ; , 1 , ._, _ _ r 0 , \ , 3 iY\cok. aoor _ .. _ _ 1 , , r . ._ _ ____ _ - - - – — - - - -2_,, LD z.),cy4- , . . ' _ _ ___ (0 GO i a e 7 ' --cA. i\ GA,ret,e .1 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 - � VIE 1r �,,O 'OPE COMPLIANCE � LL Ev 7T:3: ' iNcs- 'VISION c, 7