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2009, 02-19 Permit App: 09000212 BarnProject Number: 09000212 Inv: I Application Date: 2/19/2009 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit ProiectInformation: _n , Permit Use: NEW BARN 16X52 Contact: SILVEY CONSTRUCTION Address: 10221 E MONTGOMERY AVE C - S - Z: SPOKANE WA 99206 Setbacks: Front Left: Right: Rear: Phone: (509) 924-4283 Group Name: Site Information: Project Name Plat Key: CONV Name: CONVERTED CNTY DATA District: East Parcel Number: 45231.0751 Block: Lot: SiteAddress: 212 S PROGRESS RD Owner: Name: DEGREEST, WADE Address: 212 S PROGRESS RD Location:: CSV SPOKANE VALLEY, WA 99037 Zoning: UR -7 Urban Residential -7 Water District: 010 VERA Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 3 Nbr of Dwellings: 1 Review Information: Review Building Plan Review ' Released By Originally Released: 2/19/2009 By: Bdbebout Landuse/Zoning/HE Conditions Released By: Originally Released: 2/17/2009 By: tschmidt Permits: Operator: JD Printed By: jmm Print Date: 2/19/2009 Project Number: 09000212 Inv: I Application Date: 2/19/2009 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit - - - Contractor: SILVEY CONSTRUCTION Firm: MIKE SILVEY CONSTRUCTION Address: 10221 E MONTGOMERY AVE #A Phone: (509) 924-4283 SPOKANE, WA 99206 Total Project: Scl Ft Valuation 0 $10,000.00 0 $10,000.00 Fee Amount $181.25 $4.50 $72.50 $258.25 Page 2 of 2 Notes ...- Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $258.25 $258.25 $0.00 $258.25 $258.25 $258.25 $0.00 $258.25 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: 2/19/2009 This Application: Description Grp Type Notes Scl Ft Valuation GARAGE U-1 VB NEW 0 $10,000.00 TRUSSES Totals: 0 $10,000.00 Item Description Units Unit Desc RESIDENTIAL PERMIT FEE 1 SELECT WSBCC SURCHARGE 1 SELECT SF PLNS RVW < 7999 SQ FT I SELECT Permit Total Fees: Total Project: Scl Ft Valuation 0 $10,000.00 0 $10,000.00 Fee Amount $181.25 $4.50 $72.50 $258.25 Page 2 of 2 Notes ...- Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $258.25 $258.25 $0.00 $258.25 $258.25 $258.25 $0.00 $258.25 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: 2/19/2009 Permit Center PERMIT NUMBER: L—, L Spocm OF000� 11703 E Sprague Ave, Suite B-3 lwane Spokane Valley, WA 99206 PERMIT FEE: jValley (509)688-0036 FAX: (509)688-0037 ww•w Wokanevalley.or Community Development Residential Construction ❑ New Construction ❑ Accessory Bldg Permit Application ❑ Addition/Remodel ❑ Deck ® Other: i2 to Ig I r2 P_ SITE ADDRESS: Sv0 T o 2-1-2- pac( R�s ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owner: Name: STAC%e v- L01042 Address` Z 1-Z -3. P SSS City: State: t.,,o Zip: `94?37 Phone: Gl 2 C(I -7 Fax: Contact Person Name: VjAj�o p2 STW 1e Doa6e5t;T Phone: -1 Z 6- g ti q7 Contractor: Name: Address: 102 Z l E • ►r141 P TC N- el2¢; City: o5etJt C�eState: w14.�tiv6 Phone: q Z `-1 ` Lf 7 03 Fax: "17- 7 ' 06 5 7 Contractor Lic No: Exp Date: '••1 •3v Zvi' toz -ii ;-'-+1 - 1 1 City Business Lic. No: y Z x 6ozrr� �t►`� 1r c. 1, 1/v.',,v-,_ , hc.:^ Aj q.1 _ 'Ac 1 - -12-14'-t Describe the scope of work in detail: Cost of Project: $ ( 0, vvo Proposed Use: 13P P -O **************The followin MUST be com Tete• write N/A if nota licable)********************** HEIGHT TO PEAK: DIMENSIONS: •# OF STORIES: TOTAL HABITABLE SPACE: _Z_ �, ►6` x 5Z' CSN e 73 MAIN FLOOR TO SQ. 2 FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: jF_�r 1 6T-1 tj T K)/k NIA AREA: FY, (1, T-/fJ FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: N /A K) %A N/ A PROPERTY: o N e- # OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER R SEPTIC? N 42�)- LA-) CU -::)f:> N 0&_->_c' tA 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:F, DATE: u� Method of Payment: ❑ Cash ❑ Check Bankcard #: ❑ Mastercard ❑ VISA Expires: VIN#: Authorized Signature:; REVISED 2/15/07 RESIDENTIAL CHECK LIST DIRECTIONS: Place a check mark in box next to each document required for complete submittal. ❑ SITE PLAN ❑ Property lines and dimensions ❑ Setbacks to property lines ❑ Direction arrow pointing North and orientation to streets ❑ Distance between buildings ❑ Proposed/existing buildings (footprint and dimensions) ❑ Right of way/easement location & sizes ❑ Utilities, septic tank/drain field locations and distances ❑ Driveway approach size and location BUILDING PLANS (3 SETS) (minimum 1/8 inch scale or completely dimensioned) ❑ Elevations (Front/Rear/Sides) with roof peak and wall height including basement: ❑ Foundation Plan (crawlspace, basement or slab on grade): ❑ Footing sizes and locations ❑ Supporting wood cripple walls or beams ❑ Perimeter concrete foundation wall sizes ❑ Thickened concrete pads supporting ❑ Crawlspace ventilation beams or girder trusses ❑ Floor Plan of each level (finished or unfinished) with dimensions: ❑ Floor Joist direction, size and spacing ❑ Window and door location and sizes ❑ Header, beam or concrete lintel sizes ❑ Window well locations if applicable ❑ Brace wall panel locations ❑ Room usage labels ❑ Water heater and furnace locations ❑ Smoke detector locations ❑ Exhaust fan locations ❑ Attic and crawl space access locations ❑ Deck or concrete patio sizes and locations ❑ Fire Wall construction ❑ Roof Plan: ❑ Engineered truss direction and spacing ❑ Rafter and over frame direction, size and spacing ❑ Wall Section Detail including: Roof ❑ Slope/ roofing material/ underlayment/ ice dam protection ❑ Sheathing size and type Ceiling ❑ Joist size and spacing Wall ❑ Height/ top plate/ stud size and spacing/ sole plate ❑ Exterior sheathing size and type Floor ❑ Joist size and spacing Foundation Wall ❑ Concrete or Masonry unit width ❑ Earth to wood separation distance Footing ❑ Size Radon ❑ Passive system with Emil vapor barrier Miscellaneous Construction Details ❑ Deck: ❑ Floor plan/ side view/ dimensions ❑ Floor Joist/ decking direction, size and spacing ❑ Ridge, eave and valley lines ❑ Beam and girder size and location ❑ Truss or rafter size, spacing & connection ❑ Attic insulation/ air space baffle/ ventilation ❑ Size of ceiling gypsum wall board ❑ Siding/ exterior house wrap/ anchor bolts ❑ Insulation, vapor barrier, gypsum wall board ❑ Sheathing or concrete floor size/ insulation ❑ Footing bottom to finished ground level depth ❑ Horizontal & vertical reinforcement if any ❑ Reinforcement if any ❑ Active system with 6 mil vapor barrier ❑ Footings/ post/ and beam size and locations ❑ Stairway tread rise & run and nosing 0 Handrail / Guard height & spacing TC Appointment Scheduled for: Date: Contact: Phone# Time: Over -the -Counter permit review 8:30am & 9:30am on Wednesdays, Thursdays, and Fridays PRESCREENING CHECKLIST - RESIDENTIAL Site address: Sc;, -t+ 7-1-2- Przo6aE-e5 Parcel #: Project name: IDE—G1=—s-1- BA5LIO ebof= P PAI R (Homeowner's last name) Description of project: (See categories below) Addition, single -story only New sqftg Alteration, interior Deck covers Attached or detached? Deck, new or addition Deck, replacement/alteration/repair Garage New sqftg Mobile home set-ups, in -park only Which park? What is date that space was last occupied? Is this a seniors -only park? Revision to issued permits Permit # Sheds Sunrooms, fully -engineered Is sunroom on grade or a deck? Do sunroom plans have WA state engineer stamp? Deck engineering (to hold add'n weight) Window replacements, structural Other project: PAI k SN aL IZvoF W rro fy¢u_� T12y5SeS There are no steep slopes, wetlands, streams etc. within 200 feet of property: ❑Yes *No Moving less than 500 cy of soil?: )qYes ❑No Your site is not a floodplain: ❑Yes ffio: Is your site on: Septic Sewer Development Engineering Review Thresholds New or added area of impervious surface is 5000 sqft or less: XYes ❑No CORR-'-'� T No changes to drainage? XYes ❑No No changes to approaches? KYes ❑No G ac r cz 1'Z Ric r Documents Are you or a contractor performing the work? XYes ❑No If yes, do you have a current Spokane Valley Business license? )(Yes ❑No Fax or e-mail OTC handout & application to: Reminder to please bring: ♦ completed application ♦ Check, cash, VISA, MC ♦ 3 sets of plans & associated paperwork ♦ Contractor card Remind applicant to arrive 15 minutes earlyl If they're 15 minutes late, they will lose their spot and forfeit the OTC feel Amb. OTC PLAN REVIEW EVALUATION INFORMATION PERMIT NO: DATE USE OF BUILDING: TYPE OF CONSTRUCTION: OTHER CONDITIONS: PLAN REVIEWER: ■a ■ :a: SILVEY CONSTRUCTION, INC. 10221 E. Montgomery, Suite A Job Name: De &o!5 -r- EA-Av P-Oc7F P-,�209AGR Spokane, WA 99206 Address: ZI "Z Sv✓ , (509) 924-4283 FAX 927-8857 Architect: Date: 1= e- (3 Ry+�-e 3, Zc�oi ryrt iA u v r- E4 t Z vt- r' Z;o T rw-,e, s I m P saw —r 6 S 4 Tkoe,5 CLIP rXlST- llJ6- WALL NOT -es FY -1 -ST -106- gA(ZN WALLS " o `2e-Vln)A17V New (ZWF-rK-USSP_S AND RtcF. (Z) h10 e?'rV4r iz tAJv2K 6 E QOti (;) pfi l&'-r-„Nt.- 6Y �s�ErzS 1/�3 = I 116� MRNv F -Ac -TV Rel; R-oo F -r aassaP i=v r_ wi-r1.4 tlz" OsR SN�,ax�r _ A 0�Y f� �vD . � `�' �Gli�- Corti pa's / 7►d �% NOT -es FY -1 -ST -106- gA(ZN WALLS " o `2e-Vln)A17V New (ZWF-rK-USSP_S AND RtcF. (Z) h10 e?'rV4r iz tAJv2K 6 E QOti (;) pfi l&'-r-„Nt.- 6Y �s�ErzS 1/�3 = I t1—Q S—c�1�1�i �1� L1'r FED -03-2009 �••�••• ..... rcG�t- vtvv c vn �. QUOTE # 09022a .v.• �`"w�•••• •;•••• • •_ ORDER DATE 1 1 CUSTOMER ACCT # 355548439 PROBu DELIVERY DATE f t DATE pE IHIVOICE / r CUSTOMER PO # # PLUMB pROERED 8Y TERMINVOICE TERMS M310 EMONTGOMBR'� DA ,v lU,EY, WASHINGTON 99206 SUPERINTENDENT SALES REP JAN KNIGHT u ogpHE rnoNI;: (509) 924 242 ► JOgSCTE PHONE �F SALES AREA 40, 0.7A,0,0,10.0 PAX. (509) %4-.563 LOT # SUBDN: BASE I OtA LUMBER OVERHANG CANTILEVER SILVEY CONSTRUCTION JOB NAME' IS X 50-8 JOB CATEGORY- BOT ID a n MODEL: TAG: 25 6.00 D DELIVERY INSTRUCTIONS' �- i1 x P 48-00-00 190 00 I 2 X ai 2 X 4 01-00-00 91-00-09 K jPFCIAL INSTRUCTIONS: P 4 SPOKANE VALLEY, WA BY DATE BU(LDING DEPARTMEN OVERHANG tN HEEL HEIGHT Ol�tri-�z Ktc�. u+rvu �� "�• •�— 6612UT 1 1 Unassigned ENO GU_T —RETURN NONE NONE DESINGED 8J o?1t)3loo PLUMB YrS I GABLE STUDS 0 IN O ROOF TRUSSES LOADING TCLL-TcoLecLL eco srness I ROOF TRUSS SFAGING724.0 IN. 1.15 O.G. (TYP.) INFORMATION 40, 0.7A,0,0,10.0 PROFILE QTY PITCH TYPE BASE I OtA LUMBER OVERHANG CANTILEVER STU9 PLY TOP BOT ID SPAN SPAM TOP BOT LEFT RgHT LEFT RIGHT LEFT RIGHT 25 6.00 SPECIAL 0.00 A 01-00-W 16-00-09 16 99.00 2 X 4 2 X 4 01 VO-QO �- i1 GABLE 9.00 AC, 48-00-00 190 00 I 2 X ai 2 X 4 01-00-00 91-00-09 2 6.00 QTY ITEM TYPE SIZE 544 MANGERS H2A. - .... - ACCEPTED BY SELLER BY: LENGTHI PART NUMBER NOTES FT -IN -16 ACCEPTED BY BUYER Truss Price: PURCHASER.-- ----- --- Misc_ Items' _-- -- SUB -TOTAL - By. TITLE: - ------ - - Delivery: ADDRESS; $897.30 $21-06 $91$.36 $250.00 TITLE: ------------------- Sales Tax: $0.00 DATE OF ACCEPTANCE: PHONE: DATE: ...... Selling Price: $1,168.36 Price good until 02/23109 WARNING_ We warn that trusses can cause property damage or personal injury d improperly ins -tailed or braced_ Customer's or his agent's acceptance hereof shall constitute his affirmative representation that he Is fully trained in the proper and safe methods of truss installation and bracing. Refer to the provided pamphlet entitled "Bracing Wood Truss_ Commentary and Recommendations", published by Truss Plate Institute, Inc. l7o not cut, after, or use damaged trusses without engineering approval. It Is the customer's responsibility to provide access to the job site. Trusses remain our property until full payment is made. rj1k, I _A"CZ,; 0 IA4A,, 1 LL Cl �c•c� � �. � " • -- 090228 'AG GABLE 2 = ;,dob Referc-v: (600eO!)f TOW a May 22 2008 MITek Mtl49xte9, mc � Tua Feb C9 06.51.23 2,709 P■90 t p(O g(1tL0, 5POKANE.WA. PRC BUILD 1001!0$-d Max 14;. 164 17-0-0 j 11-0-72 •1A-0 0-0-0 4-0-0 1.0-0 1 4-3-4 3•>l-12 6-0.4 12 4.3.4 Scale =1:20.$ 2 ■ -22(LC 7} 4x4 -22(LC 0) 4ll 1� .1 4x4 4x4 iip��1, T1 �� a�'�'�' W 6 TI. � $x6 SxII LtJAD1ONGp ry Y) (2'0210.0-�-�],�LO.1-120-2-01,t5:a,_va,0-•2-Q]r�6:0.3.10.0•.�•.6]t19:Q_1_ti�b.1-0],[77.Q-1.120.1-0].----------------- '•-----.._--.__-_.__._-_-::.__ SPACING 2-00 CSI ( DEFL in (IoW trdae Ud PLATES GRIP (RW��rp 4 00 Plates Increase 1,16 TO 023 V$r1(LL) .0.0 89 6 6-8 ?9 240 MT20 1&5/94& (RIM Vnaw1e40.0) '1 Lumber lnease 1.16 9C 0.30 I Vefl(TL) -0.15 6-0 *99 160 TC -DL 7.0 crRep Stress Inti YES W6 0.23 1 Horz(TL) 0,03 6 n/a n/a BCLL 0.0 L Code IRC2006lTPIi002 111111 Weight: 73 lb BCDL 10.0 l (Metdx) LUMBER TOP '- - -- --- - - ------- - TOP CHORD 2 X 414F 1000E 1.6E BOT CHORD 2 X 4 HF 1800F 1.6E WEBS 2 X 4 DF SW/SW OTHERS 2 X 4 OF Studt5td BRACE TOP CHORD ' SftGAtra1 wood sheathing dfre0y appted 9r 5-10.13 01: purlins. BOT CHORD Rpfd ceiling directly applied or 10.40 oc bracing. REACTIONS (lb)alze) 2 = 10Ui:Ofi-8 6 R 1001!0$-d Max 14;. 2 = 43(LC 7) Mat Lipith 2 ■ -22(LC 7} 6 = -22(LC 0) FORGES ON - Maximum (;crrpressiarllMaximum Tenglon lTOP CHORD 1-2 = 0175 4.5 = '109110 ' BOT CHORD 24 = 011219 VVEM 34 = -463!66 2-3 = -1461M 5.6 c -146114 6-0 m OM216 4-8 ■ 01626 3.4 + .106110 6-7 = OrrS 5-6 = -463165 P40TES 1) TMS$ Jftgnpd for wind toads In the plane of the aua9 only. For studs eKPoaed to wind (normal to M fetxi), ase WTek "Slanders Gable End Derail' 2) TCLL; ASCE 7-05; Pf=40.0 psi (flat roof snow); Category 11; Exp B; Partially Exp.; Cl= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has wen dasigned for gM*W Of rein roar lire load of 16.0 pgf Or 200 times list root load of 40.0 pet on overhangs non -concurrent with other Ilya loada. S) This buss hes been designed For a 10.0 psf bobom chord live load nommncurmm with any Ofhor iivo Ippdt 6) Alf plates are 2K4 MT20 Mess ofherwlss indicaled, 7) Gable studs Spaced 5t 2-0-0 oc. 5)' This buss has been designed for a Uve load of 20.Opsl on the Dottorn chord in all areas where a r6oangle 3.6-0 tall Dy 2.0.0 wlAe will fit between the bottom chord and any ower members. 9) Provide mechsni cal connect on (by others) of truss to beering plate capable of withstanding 22 Ib uplift at joint 2 and 22 Ib uplift at join i 0. 10) This puss Is designed in accordance with the 2006 mn0Rl4bAonal Rosfdential Code so:fivns R50211.1 and R002 10.2 and felaltancad standard ANSUTPI 1. LOAD CASE(S) Standard D90228lA ROOFTRUS$ liotp "Weng; (60-3 . 0Feb03&5i'222W9F"ol 705b i !flay $2 2" Welt InC101945. Fnc Tut PR6-GUILD 10.04tI 4)JI 7-A" 11442 a d.12 4.3-4 4-3-4 3-8-12 Scala 1118. 4-3A 4x* 2X4 2)(4 5 Ti wt V9 LOAD ME(s) Standard 2 7 3X6 0-0.0 8.0.0 -A-C-iNG 2-0.0 CS1 DEFL in (W) vden Lid PLATES GRIP wr20 iSFV10 TaL 40.0 (RoofsnoWE40-0)Lumlherincreaae Plates Incrq*Se 1.15 TC OM Veft(LL) 0,38 Van(TL) -0-00 6-8 �m 240 -0.16 64 �0999 lao TCDL 7.0 tiorz(TL) VV8 0.23 0,03 6 fits r9a Rep Stross Incy YES i OCILL 0.0 WOlphe 59 lb Code IRC2006fTP12002 (matrix) LUMBER TOP CHORD 2 X 4 RF 11300E 1.61-= SOT CHORD 2 X 4 HP 1900F 4,6E WEBS 2 X 4 QF Stud/Std BRACNO TOP CHORD Struftrall WOW aheaMing directly Vilftd Of 5-10-15 ac Puf$Ps- BOTCHORD Rigid crAng directly applied or 10-40 oC be2cirig. REACTIONS (IbMiZs) 2 = 100110-6-6 I 1001/Q-" LZ. 243(LO 7) Max U;ft 2 ■ -22(LC 7) 6 = .22(LC 8) FORCES (1b) - Maldrnurn C4rn0M$1.I0ftVaKIMUrn Tension ITOP CHARD 1-2 = W$ 2-1 = .1461/4 3-4 = -100110 4.5 m .108110 5-6 = -1461/4 $-7 = ORS SOT CHORD 2.8 6-5 = g"1218 WEDS .46&A65 4-6 = 01526 5-8 = .483165 NOTES 1) Wind! A$Cr! 7-05:90mph; TGDL=4.2psf; 8CDL=6,0psf, h=267l CQL It: EXP 11; enclosed, MWFRS pow -rise): candlever left and right upowl. Lumber DOL=1.33 plate grip DOL=IM 2) TCLL ASCE 7-05: Pfu40-0 pef (flat roof snow); Category Ili Up 8; P;Irftlty Exp.; cim I 3) Unbalmoad snow loads have bow ogn*idored for this design. 4) ThIv Vws h1f, OW designed for greater of min roof live load of 16.9 psi or 2.00 firrits fail rod load all 40.0 Dal an overhangs non -concurrent with other li loads. 5) This truzo has 494n dodgftW for a 10.0 pat bottom chard live load nonconcurant with any odier live loads. 8) - TW hM has bw dWgctW for a live bad of 20.0pat an the bottom chord in an areas whom a eaftn9le 3-" tall by 2-0-0 wide will it between the boftrn chord and any other members. 7) Provide mechanical cannooWn (by others) of truss to b9adnq plate capable of witlialanding 22 lb uplift at joint 2 and 22 lb uplift at Joint 5. 0) This truss Is cle-signed in n*Md2M6S with Die 2006 hliernational Realdend;41 Code sections 85021 1,1 and R602. 10.2 and referenced standard ANSVTPI 1. LOAD ME(s) Standard n n L r, r< r< r r 5 0'8"0 a— — — — ------- — ` a 1 I 3 � 1 I ' ISI 1 I: I ' � � . I s• I� I � � 0 • � I � 1 ( 1 P� I 1 1 � I• 1 IE �i I S1LVr-Y CONSTRUCTICM 40-- 7 —O— 10 RROf` LOAD 6/ 1 i ROOT PITCH i ' PLU M 13 CUT O.H. � 1 n 9 PROBuild HOW E MON'DGONO Y DR SPOHAPTS VUX". W'ASMNOTON 99W PHONE- (SM) VZA-24240 FAM (369)9U -ash" Parcel # 45231.0751 F 223' 4 F 223' 4 Area = 1.518 Acres rb O O M �`. ' y if ,: t i •c4ev9'?�!' .,. t� h 4 777 y i a . ? r t r t ti r ^�• � }�.l)�5 P�t� � i . L•.r-.. •aft 3 S 3} '� M gm V .• 4 .. .,..� r .. �. r {�; r .. ...� D._ aiY �,�'�y . _ -��r t.,� � fes., �_ � V .. .�:.°°..it-. ylS 4,ei_� F 223' 4 Area = 1.518 Acres rb O O M SCITY 0FJJ OKane jUalley For City Use Only PLUS Project Number Project Address 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 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 u I2'-0II !_ . WFOU_ND NRLAN -- - T- Gja-1' o 4 fob? To fxT czM1cJ5t?.i cht2PEi Jt N.TIPAO.Tc ..... S ilG7f 1; To } a:I-e[i? :40MP Ac ,AW -011(454' 3 LIPS SEILA M j DLtp$%L p- TFA-IILP1b4G. 22• . TN IS STRUGTL.I- 1.1-4 E) -iM N& L046r`T1ofi Ca' r o,v, `NST P1zo?E"T`f t.IN1� 2.0 - 4 gJTfzl ," ROOF FRAMING_:P.LANy.: z -d --)`4'>' t::Howl:P.i -6114 � :�/3 Pini. W/ _,PTAs Biz_ $ 7A'_Ie I... ::T H *JAW %SIH:2 2 2. n: : To suewaT:situ et?'1u9tuc:PtErpilm2 :....4±V0.6eql,er(__. r- rAt Al . ?N&4 _lam-- rH-Tar S`rA1E ...V✓A' HiNC�jON - ? rte` : l vo:L-oti7 '(1,190.11) G Pr 2.J -.A7. o P5F 70734d-- LOt P C4M 11114N.�P- tN3 iia t'�trC>3 PAF' O y/a" GPSG ft tw *i -r' ow ti e ! `y-rp .Fs. T-irr51P1NG:iW9 1 -ti 5x174-112 ::z*(v: Lipr~,TH 4 tFf E1► I _T0PPlaist 0) r m OA a ea 1- O O b .1- W 2 O 1 CO a 2re CO 111 r�__..... m 0 0 YY v z 11 stP(u - _::: SEcrfl-..A raiz. G S7.3hi fe t5 2-/(3/0`l - J... ---- F---- t=__ . __ -Ti=----- 11 IIII a yg°oc, 11 I. ROOF FRAMING_:P.LANy.: z -d --)`4'>' t::Howl:P.i -6114 � :�/3 Pini. W/ _,PTAs Biz_ $ 7A'_Ie I... ::T H *JAW %SIH:2 2 2. n: : To suewaT:situ et?'1u9tuc:PtErpilm2 :....4±V0.6eql,er(__. r- rAt Al . ?N&4 _lam-- rH-Tar S`rA1E ...V✓A' HiNC�jON - ? rte` : l vo:L-oti7 '(1,190.11) G Pr 2.J -.A7. o P5F 70734d-- LOt P C4M 11114N.�P- tN3 iia t'�trC>3 PAF' O y/a" GPSG ft tw *i -r' ow ti e ! `y-rp .Fs. T-irr51P1NG:iW9 1 -ti 5x174-112 ::z*(v: Lipr~,TH 4 tFf E1► I _T0PPlaist 0) r m OA a ea 1- O O b .1- W 2 O 1 CO a 2re CO 111 r�__..... m 0 0 YY v z 11 stP(u - _::: SEcrfl-..A raiz. G S7.3hi fe t5 2-/(3/0`l It 21-Oli r foe' •5G: s:feru/1U�/lt`J7/1�r • • (ail et II I/. Fes: P_LAN/EOUJDAE[QNI ...ANL:I 0-14711";10T111-- --- _711; ou --- 5_T G7 :rs Ta g0- ccs ts- tJo p s ;ai,t pNr '7,• -IFUGT 4Pe. To p%E • i *Iwo- r t E)ctsTNNe L 7145:1145ULFt` ^P_.6.i`All441 I 1 .1 1LtJ►hlh. coorPo4 o" i✓20,4/. va'r Plzo? "r- kkilys � u }. fro —6 .i - 2-0° I—r= = — ----7 I I rti Pte..._ � r' r -. I I ti� 41__`-----_-- � . _.. 1f2l'nO, fir' ``"1r� �`. J I ---- l..to C 7 F.R!'11.V 1'.N G_P LANr....... a'd I..,: AL;L-Ug*.OF�__.?-+/c: .PCM}....%tg-*o ., . . 2. _: ?U' :N •_ To-40ml– *to? tN6.5 P6�ic -:kms, U-4..TA$ 5Tp-1E c' .. W, H INSToH _' C1G1�.l�OgC !O PSP Din!0^17 0?* TOTftt.I-Or41. I0" :r-PHJ?vJT[oN +1,1'SLC� Pr ? cp c ?I.`(Y/t?'1 t?' . CV-'. 9p ieQ?F ,47.1-47"0.0. To. ?totes -TEA f--M'll ✓r-s�ttta�; vii/ .I7P ?lii..ull :�Al ..... Zr9 VTOP, e . 1'"0.A:w/ T ttt:eIpu.4 F i1;14PP9 tom' 2 rp sTut U9 ?? P01-TH:4.scl-ITH 6H95- . TQF PiAlEt edit12:: CJTU-t.: T 0) 0 N 09 0 F O O a N r 1 Z O. 1 0 0D P• N 2 N 0 tr.. a__ :. Z 3 a at 0) O O O y9 w o19 ▪ Z • SG 0 n. a C 0 .0 Steven R.Radkey imme V z 5f%0110-' A FOS _ WE$:=: IE 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. CITYCOPY .7= OOMPLANCE