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2015, 01-26 Permit App: BLD-2015-0130 Garage
- - •---2c) --6 --rte. Community Development Department Permit Center roject 4Staff Use Only) SCITY poliane ,� 11703 East Sprague Avenue, Suite B-3 PERMi ,O Spokane Valley,WA 99206me Tel: (509) 720-5240 PERMIT FEE: IIIPAI Valley® Fax: (509) 688-0037 i I.I1*2ij(j 410permitcenter@sgokanevallev.orq V PERM!T CENTER RESIDENTIAL CONSTRUCTION PER MAP TIM 0 NEW CONSTRUCTION 0 ADDITION/REMODEL 0 ACCESSORY BUILDING 0 DECK 0 OTHER SITE ADDRESS: ASSESSORS PARCEL NO.: LEGAL DESCRIPTION: OWNER/APPLICANT�///�1I�. (CHECK BOX,IF MAIN CONTACT❑): NAME: A4ti4J C gf-P r 1 g-r- ADDRESS: 1931 t V4-I(eycla y , 51/0/ 4 CITY: E 4A Q (,h2ej I.e STATE: £ —4 /ZIP: PHONE: S � "b`ky2-t—, Z ?5( FAX: EMAIL: 0m.,gLi 7 /Z �1,110-77691+1L.cc4."r CONTACT NAME: PHONE: FAX: EMAIL: CONTRACTOR NAME (CHECK BOX,IF MAIN CONTACT a0 1 6- C- y S MAILING ADDRESS: /70C4%., 5�Tq. it,e Ave CITY:$ c A&e t,411e./ Q STATE: ZIP: C 3 ? PHONE:5-6n" 2-2-- Ig.42°( FAX: �I2 6-5EMAIL:/ .'d9 Z� nt$.lGrsy CONTRACTOR LICENSE No.: EXPIRES: CITY BUSINESS LICENSE NO.: DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE: ****YOU MUST COMPLETE THE FOLLOWING**** MARK N/A IF NOT APPLICABLE Height to Peak: Dimensions: No. of Stories: Total Habitable Space: Main Floor SQ FT: Upper Floor SQ FT: Unfinished Basement SQ Finished Basement SQ FT: FT: Garage SQ FT: Deck/Covered Patio SQ Impervious Surface 30%Slopes on O t 1 FT: Area: Property: No. of Bedrooms: Construction Type: Heat Source: Sewer or Septic: TOTAL COST OF PROJECT: $ DISCLAIMER The permitted verifies,acknowledges and agrees by their signature that: 1) if this permit is for construction 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) The 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 , gd ad2"----- Date: / /2-6/ - Updated 2-1/i -Updated 12-1-14 Page 1 of 1 RESIDENTIAL BUILDING PLAN CHECKLIST SpokaneCITYO ❑ SITE PLAN (2 COPIES): Refer to Residential Site Plan Guide4,00 0Valley. ❑ MECHANICAL&VENTILATION FORM (2 COPIES):Available at www.spokanevalley.orq ❑ BUILDING PLANS (2 SETS): Drawn/drafted to scale with the information described below, as applicable: (2012 International Residential Code references included in italicized text) ❑ ELEVATIONS 0 FLOOR PLAN of each level: ❑ Show front/rear/sides of proposed building ❑ Identify finished or unfinished areas ❑ Identify roof peak and wall height(incl. basement) ❑ Identify dimensions of each room ❑Window&door location &sizes R310/R311 ❑ FOUNDATION PLAN ❑Window well locations, if applicable R310.2 ❑ Identify crawlspace, basement or slab on grade ❑ Label use of each room/area ❑ Footing sizes and locations R403.1.1 ❑Water heater location Chapter 24 ❑ Horizontal &vertical reinforcement R404.1.2.2 ❑ Furnace location M1401/Chapter 24 ❑ Supporting wood cripple walls or beams R602.9 ❑ Smoke/CO detector locations R314/R315 ❑ Concrete foundation wall sizes 8404.1.2 ❑Whole house ventilation location R303/M1507.1 o Concrete pads supporting beams or girder trusses ❑ Exhaust fan locations R303/M1507.1 ❑ Crawlspace ventilation R408 ❑Attic/crawl space access locations R408.4/R807.1 ❑ Radon mitigation system IRC Appendix F ❑ Deck or concrete patio sizes and locations ❑ Fire resistant wall construction R302.6 ❑ Braced wall panel locations/method R602.10 ❑ FLOOR FRAMING PLAN of each level: ❑ Floor joist direction, size and spacing R502.3 0 MISCELLANEOUS CONSTRUCTION DETAILS o Header, beam &concrete lintels R502.5/R611.8 Decks/Patios ❑ Floor plan with dimensions ❑ ROOF FRAMING PLAN ❑ Elevations (front-and side-view) ❑ Eng. truss direction/spacing/connection R802.10 ❑ Footings/posts/beam size and locations R403.1.1 ❑ Rafter direction/spacing/connection R802 ❑ Joist/decking direction/size/spacing R502.3 ❑ Overframing R802 ❑ Fasteners/attachment to structure R507.1 ❑ Ridge, eave and valley lines ❑ Header/girder/beam sizes and locations R502.5 Stairways (interior and exterior) o Roof and ceiling slope ❑ Stair tread rise/run/nosing dimensions R311 o Roofing/underlayment/ice dam protection R901.1 ❑ Handrail height and picket spacing R311.7.8.1 ❑Attic insulation/baffles/ventilation R806.1 ❑ Guard height and picket spacing R312 ❑ BUILDING CROSS-SECTION DETAIL showing: 0 ENERGY CODE PACKET ❑ Roof ❑ download WA State Energy Code worksheets at: ❑ Ceiling www.wsu.edu/BuildinqEfficiency/EnerqyCode.aspx ❑Wall ❑ Prescriptive/Component Performance worksheet ❑ Floor(s) ❑ Glazing (window/skylight) schedule worksheet ❑ Foundation Wall ❑ Heating system sizing worksheet o Footing HELPFUL LINKS WHEN PREPARING YOUR CONSTRUCTION PLANS: -International Code Council free eCode access: http://publicecodes.cyberregs.comTcodlndex.htm -Washington State Building Code Council: https://fortress.wa.gov/qa/apps/sbcc/Page.aspx?nid=14 -Spokane Valley Municipal Code: http://www.codepublishinq.com/wa/spokanevalley/ Project #a2-0( ._Oi 3D oi,Noratis, Res i cig l riweway Spokane PitAylptgaMVAIVER Va11e �� Community Development— Planning Division 11703 E Sp ague AyreSilfeRiBRI IZka€'0ilreii/A 99206 509.720.5026 ♦ F.x: 509.688.0037 ♦ planning@spokanevalley.ore SUB # REV. # Spokane Valley Municipal Code(SVMC)Section 19.40.020.B; "All residential driveway and off-street parking areas shall be paved with asphalt,Portland cement,grasscrete,paver blocks or other equivalent hard surface material". A paving waiver can only be granted if the structure you are proposing is not going to require a driveway for daily use. PART I — OWNER INFORMATION OWNER NAME: i/J Ay/4 cr36R-t(f 4 g I PARCEL#: SS ADDRESS: f g r.51 //bilk)4 V CITY:S4t44' 11 Alley STATE 'r ZIP: 7!67l fir` —C}r—�yy�27 c PHON I""0-`4 2-76 FAX: CELL: EMAIL L(T�6�v' f' Al PART Il —DETAILS OF PAVING WAIVER ' t ; E-1th1E WINEO 1. Do you have an existing garage for parking daily use vehicles? ❑ YES VINO (-%,t1CL�tz -7th 2. Is the proposed detached structure used for storage only? .j YES ❑ NO t-t`>u L� 3. Do you plan on using the detached structure to park vehicles? I] YES ❑ NO If yes, then what type of vehicles? k()t1T - SC.ir1aDN0 U l 4. Do you plan to conduct a business from proposed detached structure? ❑ YES 14 NO If so, what is the nature of your business?_ PART III —AUTHORIZATION I,(PRINT NAME)i A✓I►) egg.P14-A-g-7— owner, hereby confirm that the information provided on this form is true and correct. I acknowledge that any change in the foregoing conditions, could require the City to impose paving requirements. I further agree to report any change in these conditions to t Spokane Valle o munity Development Department, Planning Division, within 30 days. . , , / /IS Owner Signature Date PART IV— DECISION STAFF HAS REVIEWED THE PROPOSED PAVING WAIVER ON BEHALF OF THE'CIOM UNITY DEVELOPMENT DIRECTOR AND FIND THE REQUEST IS GRANTED AT \t �\ V Q koOUII sAi. ,DCYa SS ORPERMIT#:__ELD —2,e)1(; 013 :; F nning !Division Staff Signature Date Created 6/27/11 Page 1 of 1 431 1 LAN-TO RAFTER RAFTLH SLC(ION CHART 6d NAIL a 10.OC. SPAM BAY C RAISER S[CIION SGL [MONALL AMU SELTOM SIHPSON.HIST HANGER SPACE OR CR6011ATON BRE on CYBNNA006 2'%6'OR 2'X 8•PURLIN 2•X 6' B'e'B•n•_30 - D.X r oo•le'r 30 2-2'X B• 2'X r •• e•o••A•n• 3o 2-2'X 1r 2'X10' iiiir'`�.' t a•0'r 40 g-0'z 8' x•x 0' �;�e r PURLIN SIZES AND SPACING A•o'IN r 40 2-r X 10' r X 10' Fp e• 41 z-z•x t0' _x•z t0' I I USE 2'X 6'DF-L N2 8 24'OE.,8'BAYS 711-"IlApikkift%. m re81 0• 30 z-r X 10' 2•%10' USE 2'X 6'DF-L N2 R 2Y O.C.,30'BgYS .ra•e•r30 -z•xt0' _2'X 10' uUSE 2'X B'DF-L N2 B 24'G.C.,12'BAYS ;n',P•r 30 2-Y%12' 2'%12• jaIrr B'0' 40 2-0'%10' -2•%10' 11' 1 � rrin•e• 40 2-2'%12' 2'%12'/ Ir 0'tr r 40 2-r%B•1 2-r%6'IO% r x Ir L 2'.%B' 8 1/2' l 0•B'0• 30 2-r X 12• 2'Xlr PURLIN CONNECTION METHOD i/ ±, r to'r 30 2-2'x B•L 2-2'X 6•BOX x•X 12'L 2'X r Y%B•2•X lo'OR ` >. PURLINS MILL BE HUNG FROM �' o•e0'o 30 2-r x to•1 2-2•X r 110X 2'X 12'L 2'X B' VERTICAL MEMBERS-SEE CHART , LEAN TQ RAFTERS VITH o•r o• 40 ,2-2'X r 1 2-r x 6'BOX 2•X 12•L 2'%r d ` l2.0.60'0' 40 2-2'x10'12-2'X 6'BOX 2•X 12'12•X8' SECTION A — A STANDARD SIMPSON JOIST 0'IY 0• 40 2-2'X Ir L 2-2'X 6•BOX 2-2'X Ir STANDARD RAFTER DETAILS HANGERS OR EQUAL. , I'' I - A� 04*0'8'B• 30 2-2'X 10•L 2-2'X 6•Bo%-2'X 12.1 2'X IC' f [T ,.� u'n•trr 30 -r%10.12-2'%6'DO% 2•%12.12'%10• l c.0 ,.'e•tr r 30 2-r%10'L 2-2'x 6•BOX 2-2'%IT SIMPSON JOIST HANGER 1 e•B•0• 40 2-2'X Ir I.2-2'X 6'110X 2-2•X12' 1 ;�`, I 4) NOTES FOR LEAN TO CONNECTION DETAIL u•e•lr 0' 40 2-2•x Ir 1 2-r x 6•BOX 2-2•%I2'p'-L NI 2'X G' 2'X 6.OR 2'%e'PURLIN 10 a-rxlrl2-r%6•SOX LF-I.At 2-2•X 10'Dr-1.LI pq • Q MANUFACTURED TRUSS ,0,r 30 2-r X le DF-L S.STRIILT. 2'X 12'DF{S.STRUCT, i' NOTCH POSTS 1-1/2'EACH SIDE TO A•p•p,0' 30 ,2-Y X Ir L 2-2'%6'BOX 2-2•%12' 9111/104417111111' I.. PROVIDE TRUSS SEPT, 2.0• 30 2-r x t0'L 2-r X r No 0E-4 u 2-2'X Ir DF-L SS_ n•IB'0' 40 ,2-r%Ir L 2-r X 6•BOX 2-2'X Ir DF-L NI 19 i;`; �' Q TRUSS SUPPORT POST.SEE POST/FOOTING SCHEDULE a n•In'o• 4/ R_r z t0'1,9-r X v Box at ss z-x•z 12.DF- S.S. b a I' 'j,� i ®3/4' DIA.MACHINE HOLT tIN r m 40 4 VX Ir L 2-Y%L•BOX Dr,Xs 2-x•%t0'DF-L SS.41) 4,:;;- �I' II 1. =FD Q4 2'X 6'X 24'DF-L CONNECTION BLOCK. BUILDING SPECIFICATIONS: P.4 PROVIDE BLOCK EACH SIDE OF POST. GENERAL-ALL BUILDING CONSTRUCTION SHALL CONFORM TO THE 2012 S GONAD.N lD•ex. I-`. ©5 TYP.PURLIN.SEE CHART AT LEFT FOR SIZES. INTERNATIONAL BUILDING CODE(INC 2012)AND ALL STATE&LOCAL BUILDING �C►�� ©2'X 6'DR 2'X e'EAVE GIRT-JOIST HANG CODES.THESE SPECIFICATIONS AND PLANS ARE INTENDED FOR USE IN 30 OR 40 B 1/2' 2'X 6'DF-L GIRTS R 24.O.C. PSF LIVE(SNOW)LOAD, 110 MPH WIND SPEED.EXPOSURE B AND SEISMIC DESIGN 22••�BB••'� `(a� TYPICAL 8',10'OR 12'HAYS CATEGORY C. VEI1l1CAL2HEMHERSDI SEE(CHART B 6'X 6'FULL SIZE LEAN TO POST DESIGN LOADS-ROOF LIVE LOADL30 OR 40 PSF ROOF DEAD LOAD=5 PSF• © CEILING UVE LOAD=0 PSF CEIUNG DEAD LOAD=1 PSF SECTION A - A �`, 016d NAILS •MAXI DL ALLOWS FOR A MAXIMUM URE OF.5 THICKNESS OF FIBERGLASS INSULATION. BOX BEAM DETAILS _` ©LEAN-TO RAFTERS-SEE CHART 6 SECTION q-A MAXIMUM SOIL RPRESSUREI = NSF *MAXIMUM SOIL BEARING PRESSURE IS BASED ON CLAY,SANDY CLAY,SILTY CLAY, U 6'X 6'X 36'BOLTING BLOCK CLAYEY SILT,SILT AND SANDY SILT SOILS OR BETTER PER IBC TABLE 1806.2. �''. LESSER SOIL CONDITIONS WILL REQUIRE REVIEW AND FOOTING SIZE ADJUSTMENT BY THE ENGINEER. tjj CONCRETE-MINIMUM 28 DAY COMPRESSIVE STRENGTH re=2,000 901,4 SACK :7M11 -1111411---4, MIX FOR FOOTINGS.CAST IN PLACE CONCRETE CONSTRUCTION SHALL CONFORM TO �moi% ACI 51B-11. 21 ,1 WOOD-STRUCTURAL LUMBER SHALL CONFORM TO DF-L}2 OR BETTER OR �I' HEM-FIR/2 OR BETTER BY WWPA GRADING RULES.MAXIMUM MOISTURE CONTENT I SHALL BE 19X BY WEIGHT.NAIUNG SHALL CONFORM TO TABLE 2304.9.1 FASTENING 2•X__LAMINATED TO SCHEDULE&OTHER APPROPRIATE SECTIONS OF CHAPTER 23 OF THE INC.ALL NAILS ENOWALL RAFTER VHERE X 22 77(( `, INTO TREATED WOOD SHALL BE HOT-DIPPED ZINC COATED GALVANIZED STEEL REO.O-SEE CHAR 2'0 0'L CRAL"TIU'0RSEE CHERT I SIUCONE BRONZE,COPPER OR STAINLESS STEEL CCA TREATED DIMENSIONAL LUMBER SHALL CONFORM TO THE REQUIREMENTS Of AWPA STANDARDS C-16,C-22,C-23, SECTION A — A 0 C-24 k C-2B,POSTS SHALL BE TAGGED AND CONFO411 RM TO AWPA CATEGORY UC48 STANDARD ENDWALL RAFTER DETAILS FOR BELOW GRADE USE.POSTS FOR BUILDINGS SHALL BE AS NOTED ON THE PLANS. - --; ALL POST MATERIALS SHALL BE HEM-FIR#2 OR BETTER.FULL DIMENSION AND SIMPSON JOIST HANGER _ GRADED BY WWPA GRADING RULES.HARDWARE SHALL BE SIMPSON OR APPROVED Y EQUAL ALL BOLTS SHALL CONFORM TO ASTM A307.METAL PANELS MAY BE DELTA 2'x 6'BLOCK( 2'X 6'OR 2'X r PURLIN TA NOTES FOR LEAN TO GIRTS RIB STYLE,GALVANIZED OR PAINTED.29 GAUGE THICKNESS.ASTM A653 STRUCTURAL ';: GIRTS ARE NOT REQUIRED FOR SUPPORT OF POSTS. QUALITY(SQ),Fy N: 80.0 AHl.ROOF PANELS SHALL BE FASTENED TO PURLINS WITH i 1,¢j `� BUILDING LEAN TD'S MAY BE OPEN OR ENCLOSED PLATES,GASKETEO 1 1/WI LONG METAL TO WOOD FASTENERS.WALL PANELS SHALL p,n 'V �T V I .3T USE 2'X 6'DF-L N2 GIRTS B 24'GE.FOR 1 HAYS BE FASTENED TO GLUTS WITH PLATED,ED AN ED I'OR LONGER METAL TO WOOD ffi USE 2'X 6'DF-L M2 GIRTS B 24'D.C.FOR 10'BAYS FASTENERS.PANELS SHALL D INSTALLED AND FASTENED ACCORDING TO THE ZrI USE 2'%6''DF-L N2 GIRTS€24.OG FOR 12'BAYS MANUFACTURER'S RECOMMENDATIONS. III II'I SOIL COMPACTION-ALL BACKFILLED SOIL BENEATH FOOTINGS SHALL BE COMPACTED ' _� I- ` WITH A VIBRATORY COMPACTOR TO 95%OF THE PROCTOR DENSITY AS DETERMINED BY ASTM A1557,METHOD D. �� 6d NAIL B 6'¢C CO `` ��Za NOTES FOR FOOTIN6_DETAIL ISI/2•I TOP 1 BOTTOM . `, i TREATED POSTS AS SIZED PER SCHEDULE Willt !�'- 2-2'X10•OR 2'%.tEE I 2 VIBRATE OR ROD CONCRETE TO OBTAIN VER'ICA.MEMBERS-SEE CHART FULL BEARING tJ RF(:TI A - A y Q ®3 UNDISTURBED SOIL Z 4-2'x-DETAILS ypp N Y �I 4 GRADE 1y r ® ��`F Ws�;'e� WAMBEKE ENGINEERING 1 r 0',N.r Jr: { J ' , yz..,#1,,-.1/.,/:. jA1/ Danlel Waptbek0e, P. E. 2Sploknnet WA6t99223t 1141-1111110.01".- Y• - Q Tek 509-443-6386 Foxl 509-448-6582 a-moll dwombekeBmon.coc, ( -(G`t' LEAN—TO ADDITIONS TO POST FRAM BUILDINGS � ro j=:e• rt e(, 7` o�OI -- �1� A 9 . = SPANS 8'-0" THROUGH 16'— ' R E LEAN—.L SINUOUS RO$IST F SLOPE FRAME BUILDING �°csSFclst�?��' ZOPSF IEGLERB40 PSF LIVE LUMBER COMPANY MTs ) iONP 620 EAST HOLLAND AVENUE SPOKANE, WASHINGTON 99218 `li -I �Q � FOOTING DETAIL DRAWN BY DATE DRAWING NO+ZIEGLER.LEANLIBC2012 REV. T. • AN/4�y;HU 1 T'_ NIS WAMBEKE 7-16-13 SCALE,N.T.S. 'SHEET.MEET 1 OF I /q3/S` t/�>l/e/W6i CSV PERMIT CENTER / � .eririA e � SUB # 1 REV. 4 iI C I 15 .-- 10'-0' OR 12'-0' 10'-0' OR 12'-0' 2' X 6' OF-L #2 FLOOR JOISTS @ 2' X 12" DF-L 112 SHELF SPECIFICATIONS: 24' O. C. - JOIST HANG RIM BEAM GENERAL - ALL SHELF CONSTRUCTION INSIDE POST FRAME *. -II- BUILDINGS SHALL CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE (IBC 2012) AND ALL STATE & LOCAL BUILDING CODES. THESE SPECIFICATIONS AND SHELF PLANS j ARE DESIGNED FOR 40 PSF FLOOR LIVE LOAD SITUATIONS - B OTHER LOAD SITUATIONS WILL REQUIRE INDIVIDUAL 6,[17: ENGINEERING. :o DESIGN LOADS — FLOOR LIVE LOAD = 40 PSF 1 FLOOR DEAD LOAD = 10 PSF' CEILING LL= 0 PSF ' t. CEILING DL = 0 PSF r A WOOD - STRUCTURAL LUMBER SHALL CONFORM TO DF-L #2 OR BETTER BY WWPA GRADING RULES, UNLESS NOTED `1 3/4' X 14' RIM BEAM - OTHERWISE ON THE PLANS. MAXIMUM MOISTURE CONTENT REST ON 1 3/4' POST NOTCH SHALL BE 19% BY WEIGHT. NAILING SHALL CONFORM TO IBC TABLE 2304.9.1 FASTENING SCHEDULE & OTHER APPLICABLE SECTIONS OF CHAPTER 23 OF THE IBC. TREATED DIMENSION . SHELF PLAN LUMBER SHALL CONFORM TO THE REQUIREMENTS OF AWPA C-16, C-22, C-23, C-24 & C-28. POSTS FOR BUILDINGS R 20' - 24' SPAN BUILDINGSSHALL AS NOTED ON THE BOLTS &E HARDWARE HARDWARENS.SHALL BE SIMPSON OR APPROVED EQUAL. ALL BOLTS SHALL CONFORM TO ASTM 3/4'0 C-OX A307. PLYWOOD - GLUE FLOOR DECKING SHALL BE STRUCTURAL QUALITY TONGUE & 3/4"0 M. & SCREW GROOVE C-DX PLYWOOD OR ORIENTED STRAND BOARD. BOLT FLOOR DECKING SHALL BE GLUED AND SCREWED TO FLOOR JOISTS. 16c1 NAILS FLOOR JOISTS FLOOR BEAM Project #6� -a('s -CM 30 (TYPICAL) FRONT SIDE OF POST RECEIVED zo JAN 2 7 2015 Ai IICSV PERMIT CENTER \�``WqM`/`. • OF WA y� :it SECTION A-A I <• �� '+4 ,r--- SUB # j I REV. # •o .r . I20'0I 6).01 9F 16067 a \_ I11(11.3333F�---- 11Y �fSTEYTE V S/0NAL •s-- 3/4'0 C-DX /BOL4'0 M. PLY WOOD-\\ i'' d N B d 1' N II d II II "I WAMBEKE ENGINEERING �-4 —I16d \FLOOR \ 2913ost61stCour9 NAILS JOISTS `2' X 12' DF-L #2 Daniel Warlbeke, P. E. Spokne,VA 99223 <TYPICAL) RIM FLOOR BEAM Tel 509-443-6186 Fox:509-446-6562 a-non tlxonbekeenSacon 6'-0' WIDE SHELF INSIDE 20' TO 24' SPAN POST FRAME BUILDINGS ZIEGLER LUMBER COMPANY SECTION B-B (:'-:----) .------ 620 EAST HOLLAND SPOKANE, WASHINGTON 99218 DRAWN DY DATE DRAWING NO:ZIEGLER.SHELF REV.' - _ _. . _ _ WAMBEKE 1-10-10 SCALE:, 8'A 1'-0'SHEET: 1 OF 1 , 'k)eA\ 0"-d • i (1 —es So ' Iii".. C) In �e �-� �- ,�� .� -. - .rte , ,, ,, ) ,:---c-D ' _._ ,)(0! ' PLAN` �N DE '7. APP •VEX) r , o ppTE: ?p,-NAI Ai , , c, --, v , ... i , i ' Project # -Z0( Oi30 REEIVE © '' ApplicantNj, : �`tin9 „ ..ta..1` `xit- r Phone. .. k_ r�,�f' . .• r ' � t ;.. „'e ( fit„ Site O i ' pf0?I ' 4 fw1., , , , � ,(/ 1,1.-TER _..—, SUB # ( J REV. # 1 Spo°`kan'��e�� Minimum Residential Site Plan Requirements 4,1, Valley® ❑ Site Address and/or parcel number 0 Footprint of proposed structures ❑ Street(s)name **Please label all existing and proposed structures . ❑ Property Dimensions 0 Setbacks from proposed structure wall to property lines ❑ Property Square footage 0 Setbacks from proposed structure eave line to property lines ❑ Location of proposed driveway ❑ Easements (utility, border or access) 4 75' ► i I Li--1 [ 1..I,I i 1 I 11 1 I, I l l.,i I i 1,i l 1 I I I ( I .1 1 1_I i 1 I„! ! 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