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2005, 02-25 Permit Application: 05000570 ShopProject Number: 05000570 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 02/25/2005 Page 1 of 2 Project Information: Permit Use: 24 X 48 SHOP W/24 X 12 ENCLOSED LEAN -TO Setbacks: Front 80 Left: 253 Right: 11 Rear: 93 Site Information: Plat Key: 001743 Name: MYRON 08TH (FEES) Contact: TOWN & COUNTRY Address: 5918 E TRENT AVE C - S - Z: SPOKANE, WA 99212 Phone: (509) 535 -9016 Group Name: Project Name: District: D Parcel Number: 44042.1918 Block: SiteAddress: 4906 S BATES RD Location:: CSV Zoning: UR -3.5 Water District: Area: .00 Acres Urban Residential 3.5 Lot: Owner: Name: MELCHENT, DWAYNE Address: 4906 S BATES RD SPOKANE VALLEY, WA 99206 Hold: ❑ Width: 180 Depth: 221 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information: Review Site Plan Review Plan Review Permits: 1 Operator: DMD Printed By: DMD Print Date: 02/25/2005 Project Number: 05000570 Inv: 1 Application Date: 02/25/2005 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: TOWN & COUNTRY BUILDERS Firm: TOWN & COUNTRY BUILDERS IN Address: 5918 E TRENT AVE SPOKANE, WA 99212 Phone: (509) 535 -9016 Building Characteristics Group: U -1 Type: VB Total Area 1440 Building Height 19 Stories 1 This Application: Total Project: Description Gtr Type Notes So Ft Valuation So Ft Valuation GARAGE U -1 VB 1,440 $27,360.00 1,440 $27,360.00 Totals: 1,440 $27,360.00 1,440 $27,360.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $421.55 STATE SURCHARGE 1 SELECT $4.50 Permit Total Fees: $426.05 Notes: Payment Summary: Permit Type Building Permit Fee Amount Invoice Amount Amount Paid Amount Owing $426.05 $426.05 $0.00 $426.05 $426.05 $426.05 $0.00 $426.05 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: DMD Printed By: DMD Print Date: 02/25/2005 Sliolicne'\"`` .0001/alley D ECEOVE FEB 2 3 2065 UULBOKI 5?0 PERMIT APPLICATION WORK SHEET POKANE VALLEY COMMUNITY DEVELOPMENT BUILDING D /V /S /ON 99707 East Sprague Ave Ste 106 Spokane Valley, WA 99206 Phone: (509)688 -0036 Fax: (509)688 -0037 i REQUIRED SITE INFORMATION STREET ADDRESS: v ro S , &le) X o� /• ASSESSOR'S TAX PARCEL NUMBER(S): LEGAL DISCRIPTION: ysioV,2 , /7/1 PERMIT DESCRIPTION: u %X i,, 2 5/X /A D BUILDING PERMIT a CHANGE IN USE • a GRADING ® SIGN TENANT ®-RELOCATION /7,/,11,1,/ /54,44/ •DMAN U ACTURED HOME fO- OTHER OWNER / APPLICANT INFORMATION OWNER: DI" ,.4-• C f /C 4 -tit PHONE: 5�9,2 -/3'S ~�(p FAX: / ADDRESS: / 9'O(O /54-1e) CITY,STATE, ZIP r ® CONTRACTOR: /011/4/ f y / S ! f P H O N E: S 3 l FA X: ADDRESS:51/1 `' IR `' Sf✓�jlt �, ‘// CITY, STATE, ZIP WA ST CONTRACTOR LICENSE #704,4165i 4,2-3 'C ® APPLICANT: PHONE: FAX: ADDRESS: CITY, STATE, ZIP ARCHITECT: PHONE: FAX: ADDRESS: CITY, STATE, ZIP CONTACT: PERMIT/BUILDING INFORMATION COST OF PROJECT: p9d o00 BUILDING HEIGHT TO PEAK: /7 BUILDING DIMENSIONSt?V'1y NUMBER OF STORIES: / NUMBER of BEDROOMS: FLANKING SETBACK: )69 FRONT SETBACK: REAR SETBACK: LEFT SETBACK: i 4. RIGHT SETBACK: ,2-s 3 30% SLOPES ON PROPERTY: OCCUPANCY GROUP: CONSTRUCTION TYPE: STRUCTURES ON PROPERTY: CRITICAL AREAS: CURRENT PROPERTY SIZE: CURRENT PROPERTY USE: CURRENT SEPTIC USE: CURRENT WELL USE: IMPERVIOUS SURFACE AREA: MAIN FLOOR SQ FT: /1114/D 2ND FLOOR SQ FT: UNFIN BASEMENT: FINISHED BASEMENT: GARAGE: COVERED DECK: DECK: 'vuM° 0-£'20 - e .e;ea pOu6,S .seax;eo!uti ,agio . sado d = . ;o se;poq 'spuepeM a e pa;eoipu! Ospi/ 'pagguep! ueeq GAIN puewas e a pue sam ;oni ;s 'sew; qino 'suoisuew p /seui; Auadu,d UMOUj iiy lesodoid eq; ;o uope;ueseidei ;o@„00 pue ani; e si pue waled Bwp;mq e 6Ulule ;qo ;o asodind ay; Jo; papiwgns 6waq s; ue;d ems sett ko,) 2L: 2 4. WAMBEKE ENGINEERING 2913 East 61St Court Spokane, WA 99211 Daniel Wambeke, P. E. Telephone: 509-443-6186 • Fax: 509 -448 -6582 • dwambeke @msn.com STRUCTURAL DESIGN DRAWINGS FOR 24' X 48' X 15'6" POST FRAME BUILDING ATTACHED TO 24' X 12' X 9' POST FRAME BUILDING FOR DWAYNE MELCHERT SPOKANE, WASHINGTON JOB NO. SP 8328 PREPARED FOR TOWN & COUNTRY BUILDERS, INC. SPOKANE, WASHINGTON February 23, 2005 EXPIRES 12/29/05 1 Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems 6x9 3 -zo .2- 8 z '-'8 Jg 2003c D se • n Criteria Wind Load Live Load .° Dead Load 5 P-CF Bay Spacing i z Fr PLF `izo Sp $3z8 JJwiftNE. MELeLz r SPa 4't)e vtik ,, 2,0 �$ x is ? f x /2 X q'0 9 -2z/ ivoF 1 1B'1i 16, cy -9 64-84 FAO C)® no* Rim) Posr_tlour' 6- 8. ! -2 -05 . ftz EXPIRES 12/29/05 rlcste./ P47 LP 2 :60 d 7 ° D • 4 . pa'. • ' b 4� 0 4 . a "O o _ Q 1 1 TYPICAL FooTIfv OETAIL, POST FDQTING SC1-1EDuL E . f, t b 1II�Lf�1+i.��ri�I1l.+.TJ. Foorii 6 SEr sret•L,BR4CJer F/f 14 a'o xz /4) x31.6. ..3.25 es Au_ ©TiER's x6 Y ' 3`-‘ EXPIRES 12/29/05 • •S• 4,e AArci-fae. =e/a7E-,!EP 44.Agc.oep • .1 P/A • 4L05 • e7,E'Af111912ED .0A/ z-E4S -iy P. usi i49475, W4z PrOe, 23.g.er,,<T7— .cf&-25,a 41 0 .c'elina,aeD 41: 44/61. p OM, ,i-d4LES - .b.:(17EXEP iv4/ Z.E4 kz 4 3 EXPIRES 12/29/05 Co. it..EYS 1-1.E4pE.R5 R4rreg. l,0 16ce,��.. S4Proer d4 u.$ . . 6127-4. I6' Alms ER El" I2 16 ,41L5 r'a npeaT 7et ',cot s g-T6 Y 114 r *,' .s gv-rom ciog o 9p, Tp65 7 ,_... 7 ZX‘ DF- .ili skp .74 iii T 1s-r it4 06e Ac `- 1 NT rioR. .2-2x6 p iga,4J 840c4 r6 ReI- E5 RAC. SRproLT VAIL /O NA:ics I RrS Y add ,tJ, ,'.s fikaidg. Watt 941111,5 TO4414,ac 0E theti 1-0P ittitt! EXPIRES 12/29/05 • EgtiCI 4 0:Mailer/DA/ To euti 141 Lai i+ Aufti eoof OvEtal4ad9; :f41.4.44 fcrta Tv Fi14. ff2/2E___Qkrzliit6/6 EXPIRES 12/29/05 1 EXPIRES 12/29/05 1 • 3 go' 4445 Su6,4us1 7-0 • EM .34" 1- 2X 12 DfS5 roormh / rem, l o4 7041) WALL f 12 1 - 3" 13' n 0 1 .130 -' ' 0 inillini 1 1 Lomm.1.411111 goof A-kek — � 4rro OIL of FLooR �I�JS1Q!) 7 X ,n S c7-ian1 14= foot /1-zt,a R eg.S g' '0SP,0) )- 2xitdvF4. 2.. Lif 4u- To, of Rook ECT /04) l$ t —r4 • EAJA RAFras ciapi 2 - ).-x z oA) out tO OF Ck-rB e(41 LAtil cvirw 64%P Va. s i wo 9o. EM t ExPTRES 12/29/05 ROOF /+i4 x12 A - 1 � wi , i r 2..2,X10 -rop of Cm)CgerE wk t-l- p x5 7u,LIALg 1.2,"0.C. 21,412 Ff r 1 c 1 1 J ij 7/.� - — 3/D d ^� FEL1 � I I AID 1 rOJ2F PAY& T Q . ECr1o/i) B 114 auda.. tak ._:Span kUll1D4 218 _g_" oc run of .rafter d a !2 Roofing_ & Sid.i,rrt� 29 Guage Steel DOUBLE 'TRUSS Top Chord 23 DF55 Bot Chord 24/; S Webbing 240=012, Bolts /4. 2X Girli.i. (5014 ue. Bolts w/16 nails lb4 Bolts r/6 "ails 164 Bolts H/6 nails Ind Bolts 1i/6 nails :4/ " oc E00 Tb E4 Live Load Dead Load Othr Load Total Load PLF Truss Width sr 9zr oF Cou ".Concrete S1atd TYPICAL CROSS SECTION 9' -1 1/2" 6' -0" #4 BARS HORIZONTAL 10" O. C. o #4 BENT BARS VERTICAL © 12" 0. C. #4 BARS CONTINUOUS © 10" 0. C. li tirilTilliii 4, -3" #4 BARS CONT. © 12" 0. C. TOP OF FLOOR 9' -1 1/2" 24' -3" SECTION 1 RETAINING WALL SPECIFICATIONS: 1. Structural design shall conform to the 2003 Edition of the International Building Code (IBC). 2. Design Loads: Snow live load 30 PSF Seismic Design Category C Wind Speed 85 MPH, Exposure B 3. Foundations: Remove all rubbish organic matter, deleterious and organic material from the site. Place compact structural fill In any over — excavated footing areas. Footing bearing pressures are limited to 2,000 PSF. Footings shall bear on undisturbed Inorganic soil or well compacted structural fill capable of supporting the pressure indicated above; contractor to verify prior to construction. Structural fill is defined as i" minus granular material with a maximum of 15% passing a #200 sieve. No backfill shall be placed against pit walls until a minimum of seven (7) days have passed since concrete pour. 4. Concrete: Concrete shall attain a minimum compressive strength F'c = 3,000 psi at 28 days. Additions to the mix shall not be made at the jobslte. Maximum slump 4 "; minimum slump 2 ". Concrete shall contain a minimum of five and one —half bags of Portland cement per cubic yard. 5. Reinforcing Steel: Deformed bars shall conform to ASTM A615, Grade 60, Fy = 60,000 psi. Minimum concrete cover over bars for concrete in contact with soil shall be 3 ". All continuous bars shall maintain a minimum lap of 30 bar diameters. Stagger all laps in plan 24 ". 0 0 #4 HORIZONTAL 10" #4 VERTICAL 12" #4 BARS HORIZONTAL © 10" 0. C. #4 BENT BARS VERTICAL © 12" 0. C. #4 BARS CONT. © 10" 0. C. 4' -3" #4 BARS CONT. © 12" 0. C. ExPIRES 12/9/05 I WAMBEKE ENGINEERING Daniel Wambeke, P. E. SPoka e$ WA 1s 99223 Tel: 509- 443 -6186 Fax 509 - 448 -6582 e-mail dwambekeemsn.com RETAINING WALL FOR DWAYNE MELCHERT SPOKANE, WASHINGTON TOWN & COUNTRY BUILDERS, INC. SPOKANE, WASHINGTON DRAWN B7 DATE DRAWING NO.:T&C8328 8328 WAMBEKE 2 -23 -05 SCALE:1 /4" = 1'- 0"ISHEET: 1 OF 1 REV. 12' -0" 12' -0" 9' -1 1/2" 0 7' -1 1/2" TOP OF FLOOR 48' -3" #4 BENT BARS VERTICAL © 12" 0. C. #4 BARS HORIZONTAL © 10" 0. C. #4 BARS CONTINUOUS © 10" 0. C. iiiiiiiiiifi SECTION F RETAINING WALL #4 BARS HORIZONTAL © 10" 0. C. #4 BENT BARS VERTICAL © 12" 0. C. #4 BARS CONTINUOUS © 10" 0. C. tEriliiiiii #4 BARS CONT. o _ #4 BARS CONT. © 12" 0. C. © 12" 0. C. 4' -3" 0 EXPIRES 12/29/05 I WAMBEKE ENGINEERING Daniel Wambeke, P. E. 2913 ne03 WA 1999223 Tel: 509- 443 -6186 Fax: 509 - 448 -6562 a —mail dwambeke ®msn.com RETAINING WALL FOR DWAYNE MELCHERT SPOKANE, WASHINGTON TOWN & COUNTRY BUILDERS, INC. SPOKANE, WASHINGTON DRAWN BY DATE DRAWING NO.: T &C8328 8328 WAMBEKE 2 -23 -05 SCALE: I/4^ = ,'- o•ISNEET: 1 OF 1 REV.