Loading...
HomeMy WebLinkAbout2006, 07-06 Permit 06002475 Approved Building PlansSUMMER HOUSE- TITLE SHEET '•=IMN MINI ■ -IIIIIII NM' MIMI •=IIno Nmill1111' -1111111111=1=11■ —1111111•41111/11■—111111111o,w■mm•...'.'..•..m1111•' •Wm11111111' •111111111mMI' •11111511111111•111■' •ollo 111=1■ •111111=111MII■MIIIIII•IIIMI ■=111•111111MIIIIMIN■01011111B■MEM•NMNo •MNlosMI■MN I I II II I I II i III 1 II III 111!111111!1!11111111111111 ..• ' 1i11111!1!111i11111�1!1111111 11111111111!11!11I1111 11 ,`,',1�'�','�'�`� ;, !i1J,UUUtlIIIIIIIIIiIIIi.:1!',1111'1'1',' .�' I I I 1 1 1 1 I , 1 ,11► 1 1 I I 1 I 1 I ►1111 I I 1 ! ��� 1 1 1 1 1 1 1 111T1} 111111 1 I� 1/ IIIME1111/11.1.11111 =lat 111 Ammo& rLI. LI.I.I I.I.I.I.I I I I.LiJ.i.I.I.I..I.I1.I.I.I.I I LI L . 1 1 I 1 1 1 I 1 i 1 I f 1 I I I 1 I 1 1 1 1 1 I I I ( 1 1 1 _ .�' _ •' a. �•• •A (114 Ponsal 1-0 C CL4 Clo ci) pimio �+ A 041.4 (it E .4444 ate � a (#) ;so c44 oi) •o %so zi•4 ;1.11 Rick L. Miles Construction LLC1 17515 E. Appleway Spokane Valley, WA 99016 (509) 922-1129 Draftsman: SMILES Reviewed By: SMILES 1/4 Project Name Progress Properties Development J Project Address 204 N. Progress Rd Spokane Valley, WA 99016 Desc: TITLE N/A Date: 5/17/06 Scale: SUMMER HOUSE- PLAT MAP BLOCK 58 VERA SUBDIVISION 86.00' 59 133 6,196 (j5117 rivate) PROGRESS PROPERTIES DEVELOPMENT SUB- 02- 05 A PORTION OF THE SE 1/4 OF THE 1/4 OF SECTION 14, T25N, R44E, W.M. CITY OF SPOKANE VALLEY, WASHINGTON LOT SIZh= 6,196 SF BUILDING SIZE= 2,154.5 SF LOT COVERAGF4;= 35% ADDRESS= 15117 H;. RIVIH RSIDE LANK; I MINIMUM REQUIREMENTS SIDE YARD S 1- TBACK= 5' FRONT YARD SETBACK= 15' BACK YARD SF',TBACK= 20' a PLANNING DE T. APPROVED BY: DATE:tip E*44 0o) +.4 C2.1 17 44 C14 .p.14 ;Ino paii cel v ti) � e*E: ;"1 1 Rick L. Miles Construction LL1 17515 E. Appleway Spokane Valley, WA 99016 (509) 922-1129 Draftsman: SMILES Reviewed By: i SMILES Project Name Progress Properties Development Project Address 204 N. Progress Rd `Spokane Valley, WA 99016 � N/A resc: PLAT cale. N/A cale: ate: 5/17/06 1 20f7J SUMMER HOUSE- ELEVATIONS 54'-6" Co 11111101111111111111111111111111111111111i11111111111111111i111111111111111111111111111111/1111111111i11111111111111111i111111111111111111/111 11mn11mn11mn111111m11rm01mn11rm11mn111111n>111mn01mn111MMrm E111111m11mn11mn01mn111mn31mn1111mn1rmn111rm111111n1 In1111n1mm1mm1mm1111m1111m1mm1mm1mm1111m1mm1mm1mm1mm11i1m1mm1mn1mm1m111mm1111m1111m1mm11m nimn1111miu11m1111m.mm.mmimmimm1111r11111m11 untimmmenummummumnumnumnummumPliammagoilfillillIMMI1111.111111111111111111111111111111111111011111111N111111111111011111113111111111111111111111111111111111111111111111311111111111111111.11111111MMIMMIUM111111111111MO m1111111111m11m111m11111111m111m1111111P 441111111111111111111111111111111111111111011111111111MMIIMI1111111111111111111111111111111111111111111111111111r1111m1111111111111111/111111111m1111111111111111111111111111111 11mr1rm111mnI1111111rm11Im11Imr1Im11Nr' '"�1mr11m11rm11Nmr11m111m11�m111m11�m11�m111m11�m11�m1111mnIm11�m111mr11m111m11�m111mn1m111mn��i1 (1111111/n1I1 11111m11111111111111111111111111i/n1r` �4411111�ir1111111111m111�111111�1i/1/111mo � names 11�1i1111m11m111mn1mm i nuo m1m1�it111mn1r1 numu Ir(�n1�m111 nemm nu11 mu nnlim �m111111urr-'411n1111111111n1ri/111r111m1U/111Im11Iir111Im11Im111111111m1111r111Iir111U1I111/11111rf 1m1m111I1/m11I11111 11m11m11m11 Ii11111�11111111111/i1111/11r11m111rii". '''r1�ii1MT1111r1r111/ir11111i/11111�111ri/1111M10l11i/111/i�1111111011m 11111111m 1111i�111ri�111111111111/1111/fr111r1�11111�111r1�1 11mm1111mim1mimmimm11mPummummumenumminammummumnimmannum 24' LJ 111111m 1111r111m11111111111 11111111111111111111111111111111111111111111 rairaranamnimin MIME 1111111111 maw I. 11111111111i1111111iii1MMISIBEINIMMIN ■ ■ ■ ■ ■ ■ ■ ■ 111H i111111111111 111111111111111111 111111111111111 1111111111 .a. i L•. �: ... s �•• 1• 11 1.1 ►► 11 1 --� 111111/i111111irirl11i1i111l1i 1111/irl1 11rl11111i/11ir1111111111/ir11111i/1111 Mil . RAM 11111111111111 ■ ■1 ■ II fI1fIIlIINliftfTIITIfTII?IIMtifIifIE!iINIITI IiI'II'1'1 MilI1i.iII9'1'L IfIIIl l '9''''II'I'''''' 111 1 1 l\t 111111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111111111111 1111 1 1 1 1 1 1 1 1 10'-114' 5'-102" 13'-2" 2'-64" NT LEV T 75'-6" 20'-52" 22'-6" 24' 54'-6" u11mmmmm1mm111mmmnmm11mm111m111m11111mmmmmmmmmmmmmnmm1mm1mm1mr+mmmmmm in1mm1maimmmmma1mmmnm11n11mn11mmmnrma1ma11ma1mmmmmMmNUMMmmmn1mmmm rmmmmmn mnrmmmmmnrmn��m�rmnrmmmmmmmmmmmmimmmm�m1mmmmmm1mn1mmmnnnm1mmmmmmmmmmmmmmmm u�mmmmm�imm111mm1mnmm1rmmmumm1rmnmmmmumnmmmnumm1mmmm111mnmm1mmmumm11mnumm1mnumm1mm1rmnmm11mi111m111M111 mmmma1m111mmma1ma11mm1mmma1m1a11mmma1mn1mmma11ma1m1n1mmma.ma11ma1mn11mm11mn1m81mn1mn1mn1mn11mmmm11mmma1m mmmmmmmmmmmmmn1mm11mimm11mmmm11m1mmmmmmmm11111111mmmmmlmmmmmn1mmmmmmmmmmmmmmmmmmmm11mm1 immmm1mn �mmmmmmnimm1mnmmmmmmmmmm�mmm1mmm�immmm1mmmmmmmmmmmn1mmmmmn1mnim1n1mmimmmm mmmmmm�i11mm1mnmm1mmMmnmmnmu11mmmn1murmmmmmnmm11mm11rmmmmmn1mmmmm11mmmm1111mm11mmmmmn1mmmn=1mm1 �m�m���m�m�m�m�m�m�m�m�m�m�m�m�m�m�m� �m�m�m�m�m�m�m�m�mnnnm�m�m�m�m�m1 nrmmm�Inrm��1mmmnmm �mn�mnmauIm��mmmnmm�mm �mmm11rmnmm�mmmmmmmumm�mm�mmi11 mm�mnummumn1mmmmmmmmm1r ?il Ii s ' w RE R V �T 75'-6" "B" vent 0 • • • • • • ``.**4.114411.1 1 II I• • • T CI • • j 11 l 4 l• • t r •i. .i �i • JI :S~ it � EL I I ',V 34'-8" 11111J11)1111)il J 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 J 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111 1 1 1 , 1 1 1 1 1 1 1 1 1 1 J 1 1 1 1 1 1 1 ], 1 1) 1 1 1 1 t 11,11(1( 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 7. . 11)1111 j 1 1 1 1 1 l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 J 1 1 , 1 1 1 1 1 1U1lIII�Iul1�■I■I.1IuI1,�.. I1m11m111Wm1 Uirr7 ...,_ m1111m■111111rr iiiiim 1mmm11mm1,,�%' 111in1 11 . . 37'-8" 11 -B' vent 7 11 1 1 J 1 1 1 1 1 1 :.•• a .. .. •. _ . 2" 1 1'-61„ GHT I' 34'-2" 25' E1'vtiins Su • r ius' $2.0 ;1111 ,z4. °' f:) pas 1 Rick L. Miles Construction LLC 17515 E. Appleway Spokane Valley, WA 99016 (509) 922-1129 Draftsman: SMILES Reviewed By: r SMILES Project Name Progress Properties Development Project Address 204 N. Progress Rd Spokane Valley, WA 99016 4, Desc: ELEVAT. Date: 5/17/06 \Sca1e:1/4= "-1 ' SUMMER HOUSE- PLAN VIEW Egress windows openable 5.7,sq. ft,. - 44" sill MASTER BEDROOM- 19'-10" x 15'-0" (Vaulted Ceiling) otsp70:4 W.I.C.- 5'-0" x 10'-5" • "re SAFETY GLASS ir (.4 "0 r fLerd-/'- 1 5'402" LIN. 75'-6" 32'-2" Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4 Min 2 ft 8 M. Alternate Brace Wall Panel per R602.10.6 Min. 16: 18Vf2Viii:APA.POi-f Frarne,Bracing Engineered Shear Wall Bracing GYPSUM BOARD USED FOR INTERIOR BRACEDNVALL CONSTRUCTION SHALL BE FASTENED NO FURTHER THAN 7" O.C. EMERGENCY EGRESS REOUIREMENTS FROM SLEEPING ROOMS 1) NET CLEAR OPENING: 5.7 SQUARE FEET GRADE FLOOR OPENING (MAX 44") 5.0 SQUARE FEET 2) NET CLEAR OPENING HEIGHT 24 INCHES 3) NET CLEAR OPENING WIDTH 20 INCHES 4) MAX FINISHED SILL HEIGrIT 44" ABOVE FLOOR 5) EMERGENCY ESCAPE & RESCUE OPENING SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS Gas Fireplace FACTORY -BUILT FIREPLACES: Combustion Air Required Hearth Clearances per Manufacturer's Instructions Tight Fitting Doors Required GREAT ROOM- 16'-0" x 2P-2" (Cath. Ceilings) BDROOM 2- 12'-2" x 12'-2" Egress windows openable 5.7 sq. ft. - 44" sill I> . At: .0 •. • A c . -• • A, t• • A D•P D • A D.- • P- A • a • , : A a 'D To • • • A 1). A A • A 1;* . AA olw KITCHEN- 12'-4" x 14'-2" LANDING required on both sides of exit doors with mm. size ot 3 ft. measured in direction of travel by 3 ft. or width of door if greater, and not lower than 1 1/2 in. below threshold. Landing required at other exterior doors is a minimum size of 3 ft travel distance by width of door, and not lower than 7 3/4 in. below threshold provided the door does not swing over the landing. DINING- 121-4" x 1P-4" (t) 2.,)( c_z) I Ve SMOKE ALARMS- SHALL BE INTERCON- , NECTED AND HARD WIRED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS. (BEDROOMS, AREAS APPROACHING BEDROOMS, VAULTED CEILING WITH RISE OF 24" & ON EACH FLOOR) EijUSFAS 100C1M kitchen 8clatindry.i*N-4-6` 41-- y4-T- 1tcI OPENINGS1P;,15QTEQTIONFANWBETWEEN DW LLING AND PRIVATE GARAGE SHALL1.4AvE: 1) MATERIALS APPROVED FOR OK HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: CI 5/8" TYPE "X" GYP BOARD (HABITABLE SPACE-AROVE),OBft O 1/2" GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEILING) 2) OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8, OR 20 MINUTE FIRE RATED DOORS, N GARAGE- 22'-6"x25'-0" /N N / N / / z / / A SU4LAA, %volt COVERED PORCH- 20'-5" x 0-5" a 0 0 0 0 0 0 o 3013000000000000 000C1000000000013C1 13'-2" '-- MAINFLR- 1592 sqft GARAGE- 562.5 sqft SCALE- 1"=3' 3 T-64" 1 20'-52" 22'-6" f Rick L. Miles Construction LLC 17515 E. Appleway Spokane Valley, WA 99016 (509) 922-1129 Draftsman: SMILES Reviewed By: SMILES N. Project Name Progress Properties Development Project Address 204 N. Progress Rd ,Spokane Valley, WA 99016 Desc: PLN VW Date: 5/17/06 Scale:r=3' 0 a SUMMER HOUSE- FOUNDATION PLAN WINDOW WELL: Min. 9 sq. ft. horizontal area. Min. 3 ft. horizontal projection and width. Max. 44 in. vertical depth without a ladder Concrete lintels shall conform to Tables R611.7 (2) or (3) or Engineering is required. Reinforcement for openings in plain concrete is also required. Radon Mitigation System Required With 6 mil Vapor Barrier -I- 5040 Egress Window 75'-6" 5040 Egress Window Egress windows openable 5.7; sq. ft. - 44" sill 13'-3" UN -FINISHED BASEMENT- ,8' WALLS- 1592 sf 'W 10x22 Beam 5l y 8'-5g" 10'-111" — - L- 5'-102" L 13'-4" 0-- LIJ 3=0"x30"x10" Pier Pad w/ 3-1/2"x3-1/2" Square Steel Post sitttO cr ✓ ��� �F� t7ae.1 8- '5" g FitA544% IMO r-- 13'-2" 13'-4" Afal n Egress windows openable 5.7. sq. ft. - 44" sill W10x22- Beam size-- 6% ✓ @L 1 L_ L_ 13'-1" (2)- 9-3/4" x 1-3/4" L.V.L. COVERED PORCH - UN -EXCAVATED CONCRETE .TO COMPLY TO IRC: TABLE 404.1.1(1)" FOUNDATION WALLS $Oo° # PSI SLABS, GARAGES, CARPORTS & PORCHES - 9500 # PSI ALL FOOTINGS MUST BE CONTINUQUS.: GARAGE- 22'-6"x25'-0" PROVIDE SOLID BLOCKING .UNDER AU COLUMNS BEARING WALLSANOTSHEARIVALLS> PROVIDE DOUBLE JONTSION4 UNDER ALL WALLS PARALLEL TO SPAN UNA. PROVIDE DOUBLE STUDS (MIN)1O FOUNDATION UNDER ALL HIP AND GIRDERTRUSSESU.N.O. PP')VIDE SHEAR CONNECTION PROM PrrrDIOP SI •. bR tiLL;) `C TRuSSE 0- Blocking requiredat mid height inunfinished bearing walls 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. l MAIN FLR- 1592 sqft BASEMENT- 1592 sf GARAGE- 562.5 sqft SCALE: 1"=3' —Yak— UPC 508.2 — Water heaters require anchoring or strapping at upper and lower one third points to prevent horizontal displacement during earthquakes. Strapping shall be a minimum of 4 inches above controls. 23'-04" 22'-6" w psv ,Rick L. Miles Construction LLC E. Appleway Spokane Valley, WA 99016 (509) 922-1129 4.0 car4 as) A $:10 ;INI4 Arni CIJ ta) •o Ark ;Rel 4.1 Draftsman: SMILES Reviewed By: SMILES i I Project Name Progress Properties Development Project Address 204 N. Progress Rd ‹Spokane Valley, WA 99016 Desc: FNDTION \Sea1e:1 Date: 7/4/06 _3 SUMMER HOUSE- ELECTRICAL LAYOUT MAIN FLOOR 14;LF CTRICAL PLAN BAS I-4,M 1-4;NT 1-1;L 1-1;C TRICAL PLAN 0 M a ai MASTER BEDROOM- 19'-10" x 15'-0" (Vaulted Ceiling) L_51-0" x 10'- Sit - _J C O Gas Fireplace GREAT ROOM- 16'-0" x 21'-2" (Cath. Ceilings) 0 sog .,,,;, BDROOM 2- 12'-2" x 12'-2" IP r 0 dw r1 KITCHEN- 12'-4" x 14'-2" DINING- 12'-4" x 11'-4" 0 0-90 DOOR OPENER / / / a GARAGE- 22'-6"x25`-0" WIRE FOR GARAGE/ /1 COVERED PORCH- 20'-5" x 6'-5" I aD D 000DDDDODDODDDDDDDDDDDDDDODDD MAIN FLR- 1592 sqft GARAGE- 562.5 sqft SCALE: 1"=3' 10'-111" 5'-102" 13'-2" 2'-63" 75'-6" 20'-52' 22'-6" t r. 0 L fi L 0— UN-FINISHED BASEMENT- 8' WALLS- 1592 sf 10'-111" 5'-102" L H.W. 13'-2" H I - rig COVERED PORCH - UN -EXCAVATED 23'-04" r GARAGE- 22'-6"x25'-0" tn L J MAIN FLR- 1592 sqft BASEMENT- 1592 sf GARAGE- 562.5 sqft SCALE: 1"=3' 22'-6" El • ctric Su • r � us 7.1 ;to c14 Clo ;No 1.4 tW3 °' o 04N 01* Rick L. Miles Construction LLC1 17515 E. Appleway Spokane Valley, WA 99016 (509) 922-1129 Draftsman: SMILES eReviewed By: SMILES Al r Project Name Progress Properties Development Project Address 204 N. Progress Rd pokane Valley, WA 99016 [Desc: FNDTION ate: 5/17/06cale.l 4 �i� SUMMER HOUSE- DETAILS NO SOFFIT CROWN MOULDING 42" HIGH COUNTER SINK DISH W. / 2436 r) LAZY SUSAN oo ELEVATION NO SOFFIT ---__ d. co 38" REF. SPACE 28x68 CASED OPENING 1 LAZY SUSAN 00i v-1 FINISHED END PANEL - ELEVATION 0 MISC. ELEVATIONS (DETAILS) 8"x8" D.W. POST OPEN ABOVE �— TO GREAT RM \� 1 CROWN MOULDING X , a) ' SPACE SAVER MICRO LAZY SUSAN N c I in 1 rRANGE SPACE KITCHEN CABINET ELEVATION S 24" PANTRY ELEVATION 0 MISC. SECTION (DETAILS) 1/2" RIGID INSUL. TRIM BOARDS 2X6 WALLS 0 16" 0.C. R-21 BATTS INTO CORNER 1/2" DRYWALL TYPICAL SECTION 0 BASEMENT 4" conc. floor 2X4 WALLS © 16" 0. C. 1/2" DRYWALL R-21 BATTS 1/2" RIGID INSUL. SIDING 2X4 BACKING Q 24" O.C.VERT. INSUL. BEHIND BACKING TYPICAL SECTION 20_ NOTE: 6'-8" HIGH MIN. CLEARANCE FOR HEADROOM © STAIRS N 10 TREADS 28X68 DOOR TO BSMNT 1Y4- NOSIN3 STAIR SECTION BASEMENT STAIRWAYS: Minimum width 36 in. with min. tread run of 10 in., max. rise of 7 % in. & nosing of 3/4-1 1/4 in. Min. 6 ft. 8 in. headroom. Enclosed usable space under stairways requires 1 hour fire protection of 'A in. GWB 1/2" DRYWALL FLOOR SYSTEM 2"X8" SILL SILL SEALER 4" CONCRETE FOUNDATION BACKER 8"CONCRETE FOUNDATION --1/2" RIGID INSUL. HARDBOARD LAP SIDING W- 6" EXPOSURE GRADE VARIES BRICK SECTION 03 _ HANDRAILS: Height of 34 - 38 inches when required by four or more risers shall be continuous the full length of stairs with the ends returned or rounded. LANDINGS: Required min. width of 36 in. or width of stairway and 36 in. travel distance. LAZY SUSAN 8"x8" D.W. POST CROWN MOULDING OPEN TO DINING ROOM OPEN ABOVE TO DINING ROOM PEN T) DINING / ROOM �/ 42" HIGH COUNTERS ~--� ELEVATION Q Attic Ventilation 1 Sq Ft per every 300 Sq Ft of space ventilated with at least 50% in the upper portion of roof area. R-19 BATTS W/ BLOWN INSUL ON TOP TO EQUAL R-38 Attic Accessible It WALL TYPICAL 2X10 FLOOR JOISTS ©16"O.C. W/T&G FLOORING GLUE & NAIL CROSS BRIDGING N r. '4" -a) BATH #1 ELEVATION Q N i - — - NO SOFFIT --.-..--, rti N t� MIRROR 36" HIGH WALL DL LW- LAV / LAV M d- 4. 03 OPEN i SHELF O I O r 00 1 N ' 1 BATH #2 - MBR DRESSING ELEVATION Q VANITY ELEVATIONS 12 N1101.3.1 — Attic insulation certification required as to R — value or coverage. Markers, attached to trusses or rafters, required for every 300 sf of attic space with '1 „ R ^ ET Rs © 24" OC. 1 /8" GAP inch high numbers for installed thickness of insulation. _1/2" ROOF SHE I PEEN SHEATHING ASPHALT SHINGLES t d3 ni " 111, c.c.s J �s _1/2" DRYWALL 2X6 WALLS 0 16" 0. C. ---� _1/2" DRYWALL R-21 BATT. INSUL - POLY VAPOR BARRIER - BASEMENT 4" CONC. FLOOR PERF. PPE & GRAVEL FILL 2X6 SILL 1 2"x 8" S LL SEALER 15# ROOF FELT FLASHING GUTTER 30# felt for ice dam protection 'rs t'+" 9 A 1aC � X Tz`dLcr? n ) 4-'-- _1/2"x8" HARDBOARD FASCIA -2x6 SUB -FASCIA 3/8" FLUSH HARDBOARD SIDING FOR SOFFIT 2" CONT. EAVE VENT HARDBOARD LAP SIDING W/6" EXPOSURE _1/2" RIGID INSUL ROD FILLS & ANCHOR BOLTS ACCORDING TO LOCAL GOVERNING CODES - SEE COVER PAGE GRADE VARIES WEATHERPROOF BELOW GRADE 8" CONCRETE FOUNDATION WALL 8"X16" CONT. CONC. FIG. 2- 4 REAR EXTERIOR WALL SECTION EXTERIOR WALLS SHALL BE 2"X6" STANDARD FRAMING INTERIOR WALLS SHALL BE 2"X4" STANDARD FRAMING NOTE: ALL FRAMING SHALL COMPLY W/ LOCAL AND IRC CODES CEILING: 1" GWB if perpendicular to rafters or trusses 24" o.c. and no water based texture used — otherwise 5/8" GWB. Anchor Bolts- Minimum 1/2" x 10" with 7" concrete embedment at 6' o.c. and 12" from ends of sill plates. ;17) w 4114( 11'4Z Ame Z21 71; A ;mg Cs) CIO ;r1E1 PIO cit CdOn ;4 ;I* Ce 01) tA) •o O ;rnsi //%4 /Rick L. Miles Construction LLCM 17515 E. Appleway Spokane Valley, WA 99016 (509) 922-1129 Draftsman: SMILES Reviewed By: SMILES Project Name Progress Properties Development J Project Address 204 N. Progress Rd ‘Sapokane Valley, WA 99016 resc: FNDTION ate: 5/17/06 cale:14 ' J 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 Spir�?sa-` REVIEWED FOR COE CO- PLIANCE SPOKANE VALLEY BI ILDIN'' DIVISION 4 as