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2007, 06-18 Permit App: 07002301 Pole BldgProject Number: 07002301 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 6/18/2007 Page 1 of 2 Project Information: Permit Use: 36 X 60 POLE BLDG Contact: TOWN & COUNTRY Address: 5918 E TRENT AVE C - S - Z: SPOKANE, WA 99212 Setbacks: Front Left: Right: Rear: Phone: (509) 535-9016 Group Name: Site Information: Project Name: Plat Key: Name: OPPORTUNITY OIST ADD District: Nort Parcel Number: 45083.0471 Block: Lot: SiteAddress: 9821 E MISSION AVE Owner: Name: BAKER, JERRY A Address: 9916 E NORA AVE SPOKANE, WA 99206-4106 Location:: CSV Zoning: UR -3.5 Urban Residential 3.5 Water District: Area: 30,550 Sq Ft Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Building Plan Review Released By: - Originally Released: 6/18/2007 By: TMELBOU Landuse/Zoning/HE Conditions Permits. Released By: - - - - Originally Released: 6/18/2007 By: mharnois Operator: JD Printed By: JD Pnnt Date: 6/18/2007 Project Number: 07002301 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 6/18/2007 Contractor: TOWN & COUNTRY BLDG Address: 3908 W DAKIN LN CHENEY, WA 99004 Building Height 22.6 Building Permit Page 2 of 2 Firm: TOWN & COUNTRY BLDG CONT Phone: (509) 448-8483 Building Characteristics Description Grp Type Notes POLE BDLG U-1 VB Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Notes • This Application: Total Project: Su Ft Valuation Sri Ft Valuation 4,140 $78,660.00 4,140 $78,660.00 Totals: 4,140 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT $78,660.00 4,140 $78,660.00 Fee Amount $846.75 $211.69 $4.50 Permit Total Fees: $1,062.94 Payment Summon,: a Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $1,062.94 $1,062.94 $0.00 $1,062.94 $1,062.94 $1,062.94 $0.00 $1,062.94 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: 6/18/2007 Project Number: 07002301 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 6/15/2007 Page 1 of 2 Project Information: Permit Use: 36 X 60 POLE BLDG Contact: TOWN & COUNTRY' Address: 5918 E TRENT AVE C - S - Z: SPOKANE, WA 99212 Setbacks: Front Left: Right: Rear: Phone: (509) 535-9016 Group Name: Site Information: Project Name: Plat Key: Name: OPPORTUNITY 01ST ADD Distract: Nort Parcel Number: 45083.0471 Block: SiteAddress: 9821 E MISSION AVE Location:: CSV Zoning: UR -3.5 Water District: Urban Residential 3.5 Area: 30,550 Sq Ft Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information• Lot: Owner: Name: BAKER, JERRY A Address: 9916 E NORA AVE SPOKANE, WA 99206-4106 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Building Plan Review Released By: Landuse/Zoning/HE Conditions Released By: -'7 : -_ W76/0 7 Permits - Operator: JD Printed By: JD Print Date: 6/15/2007 Project Number: 07002301 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 6/15/2007 Page 1 of 2 Project Information: Permit Use: 36 X 60 POLE BLDG Contact: TOWN & COUNTRY Address: 5918 E TRENT AVE C - S - Z: SPOKANE, WA 99212 Setbacks: Front Left: Right: Rear: Phone: (509) 535-9016 Group Name: Site Information: Project Name: Plat Key: Name: OPPORTUNITY 01ST ADD District: Nort Parcel Number: 45083.0471 Block: Lot: SiteAddress: 9821 E MISSION AVE Location:: CSV Zoning: UR -3.5 Water District Area: 30,550 Sq Ft Nbr of Bldgs: 0 Urban Residential 3.5 Owner: Name: BAKER, JERRY A Address: 9916 E NORA AVE SPOKANE, WA 99206-4106 Hold: ❑ Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Dwellings: 0 Review In formation • Review Building Plan Review Released By: Landuse/Zoning/HE Conditions Released By: Permits• Operator: JD Printed By: JD Print Date: 6/15/2007 Project Number: 07002301 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 6/15/2007 Contractor: TOWN & COUNTRY BLDG Address: 3908 W DAKIN LN CHENEY, WA 99004 Building Height 22.6 Description Grp POLE BDLG U-1 Type VB Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Building Permit Page 2 of 2 Firm: TOWN & COUNTRY BLDG CONT Phone: (509) 448-8483 Building Characteristics This Application: Notes Sq Ft Valuation Aptio 1,72r $32,832.00 Totals: 1,728 $32,832.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Total Project: Sq Ft Valuation 1,728 $32,832.00 1,728 $32,832.00 Fee Amount $472.05 $118.01 $4.50 $594.56 Notes • Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $594.56 $594.56 $0.00 $594.56 $594.56 $594.56 $0.00 $594.56 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: 6/15/2007 Permit Center o�rnrr�k�a�n� �- 11707 E Sprague -Ave, Suite 106 I D\ tJ�OlSAlle Spokane Va11ey�WA[ 9206mossQ Va]1ey. (509)688-0036iFAX' (509)68:-1037 J www.spokanevallev.orE juN ,1'17 Community Development Residential Construction D� V Permit Application PERMIT NUMBER 22\0\ PERMIT FEE: ew Construction �Addition/Remodel ❑ Deck ❑ Other: y3 2 EZ Accessory Bldg SITE ADDRESS: `9021 E pi; 551'on Sfa,avt ASSESSORS PARCEL NO: J/5-013 . O 417/ LEGAL DESCRIPTION: !kJ Ce(/ u' A, 79_206 /1 Building Owner: Contractor: Name:) ` E Name: TWA/ * COW/Txr /3u/LDBA'S .Tile, Address:. ._.. �99/4r It)ova. Address:.... , 59/8 E9fi TR£dT�. jaw City:,kr, < 2 U a \ 1. <_ ,i _ State. Iu vt. Zip: 19.20(...City: �Q( 1.1•E ✓, f f State:.lA�i9 Zip: 99 2/2.5 Phone: y 24 Fax: 11 _ :Phone: r 53c yev6 .. :Fax se9 534/ 2.830 DECK/COV;% TIO SQ. FTG: NI&' Contractor Lic No:TwQegi/23[4 Exp Date: Ob /30/0 5 Contact Person CONSTRUCTION TYPE: Po sr FRAMEl City Business Lic. No: So/ 057 495 G4LE Name: Bum E -TT Phone: 502 535 7o/6 EXT 24/ Describe the scope of work in detail: Cost of Project: $ 3, 90 i 3/0 X" 60< /[UL'' Proposed Use: Ger3e/ 5-1-c ect5 e **************The followine MUST be complete: (write N/A if not analicablel********************** HEIGHT TO PEAK: 0202 =U%. DIMENSIONS: re 34)400)C�y - 6 # OF STORIIES: .1 /_ . TOTAL HABITABLE SPACE: VJjt4 MAIN FLOOR��/TO SQ. FTG: Jv�L� 2"" FLOOR SQ. FTG: � UNFIN BASEMENT SQ. FTG: J) / IMPERVIOUS SURFACE AREA: it Gar— FINISHED 'BASE ENT ' SQ. FTG: 4- GARAGE SQ. FTG: / 221 DECK/COV;% TIO SQ. FTG: NI&' 30% SLOPES O / PROPERTY: ru/le-' IC? # OF BEDROO S: CONSTRUCTION TYPE: Po sr FRAMEl HEAT, , yl SOURCE: SEWER OR S �(Y 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 ciajkbe processed. SIGNATURE: Method of Payment 0 Cash Bankcard #: Authorized Signature: REVISED 2/15/07 ❑ Check DATE: qfifiet.7 ❑ Mastercard ❑ VISA Expires: VIN#: ,L41i55 joy\ • City of SPOKANE VALLEY BUILDING DEPARTMENT 11707 E. Sprauge Avenue, #106, Spokane Valley, Washington 99206 - Tel 509-921-1000 - Fax 509-921-1003 1-1/4" to 2"maximum Nosing of trca. 34"-38" Handrail Return ends to wall, or terminate at newel! post 6' 8" minimum 34" — 38" Triangular arca formed by tread, riser and guardrail so that 6 in sphere can not pass through intermediate rail spacing or pattern so that 4 -inch sphere cannot pass through REQUIRED WIDTH OF RUNSHALL BE PROVIDED I NTH IS LO CATI ON (SECTION 1003.3.3.&.2) NOTE HANDRAES NOT SHOWN FOR CLARITY REQUIRED WIDTH OFRUNSHALL SEPAL/VIDEO INTH:S LOCATION ECIION 1003.3.3.&.1) NOTE:HANDRAILS NOT SHOWN FOR CLARTY STAIEWAYWIDTH LIMITATION: APPLIES TO R-3FCJ-31PANCY (SEC ION1001.33.U) AND PRIVATE STAIRWAYS W R-1 OCCUPANCY PLAN VIEW WINDING STAIRWAY SrTEEADWIDTH CHTWITHWIANT ,FSTAIPS SHALL DTHESFW.LEST m-IAN3/4 INCA N41003..1.1_9 PLAN VIEW CIRCULAR STAIRWAY PLAN VIEW ALTERNATE USE OF WINDERS MAxIMDN9'Q-MGI RISE BETWEEN TREADS 712 - MIN 0 YG 1, `P ZpL K 64 "^ ��- LIMITATIONS: C1. ONLY APPLIES TO R.3 OCCUPANCY AND PRNATE STAIRWAYS N WILL. R-1 OCCUPANCIES. 2. LINSTED TD SCALPING AS EXrT FOR 400 SWARE FEET MAXIMLF.L CENTER SUPPORT COLUMN C PLAN VIEW SPIRAL STAIRWAY Stair Dimensions Width (36" minimum) Rise (4" minimum -,8"' maximum) Run minimum) 1 The greatest riser height within any flight of stairs shall not cxcecd the samllest by more than 3/8". Stair treads shall be of uniform size and shape, except the largest tread run within any flight of stairs shall not exceed the smallest by more than 3/8 inch. NDsI 341" AA&X t /i N Handrails 1 1 1 1 One rcquircd (two rcquircd if stair is open on sides) if chert arc four or more risers. 1 Height (34" to 38° above nosing of treads). 1 Projection (1-1/2 between handrail and wall). 1 Handrails shall be continuous the Rill length of the stairs. Ends shall be returned or shall terminate in newel posts or safety terminals. Guardrails 1 Required if 30' or more above grade. 1 Hcight (36' high at landings - handrail hcight at steps). 1 Openings (small enough that a 4" diameter sphere can not pass through). ACCEPTABLE SHAPES AND INSTALLATIONS --HANDRAIL Aiw::a.11:ar: 2 WALL NOT ACCEPTABLE THE HANDRAIL DETAIL SHOWN HERE DOES NOT COMPLY WITH THE -CONTINUOUS TERMINOLOGY IN THE CODE HANDRAIL CONTINUITY NOT ACCEPTABLE NOT ACCEPTABLE rote that while every effort is made to assure the accruacy of the information con ained in this brochure it is not warranted. for accuracy. ument is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investiga- • detailed information on a particular project, permit, or code requirement refer directly to applicable file and/or code/regulatory documents or he appropriate division or staff. • WAMBEKE ENGINEERING 2913 East 6151 Court Daniel Wambeke, P. E. Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com STRUCTURAL DESIGN DRAWINGS FOR 36' X 60' X 16'6" POST FRAME BUILDING WITH LOFT FOR JERRY BAKER SPOKANE VALLEY, WASHINGTON JOB NO. SP 8663 PREPARED FOR TOWN & COUNTRY BUILDERS, INC. SPOKANE, WASHINGTON June 14, 2007 EXPIRES (L(1f(al' 1 Designer of Small Structures, Post Frame Buildings, Foundations. Light Gauge Steel Framing and Grain Storage Systems Design Criteria Wind Load Live Load 3. Ps# Dead Load 5- 'SF Bay Spacing PLF. o zZ 121-0" li _o A /z -0 € E 04K geao wow N '2z b3.,, ZDZ 5 Tor SUIBFLdog ,t gef- Va li. V �� / ` ifelj ,T — -1 3ozo 22 604 t/ Fi .4M WM. JO4) 100m/0.5 O r* O'cM &. _1,ZL /0Xry610 ZZ 22 2�1 zo ? t2X 1q o/fQ tam sP 946.3 frog va ✓Atti �M • 'xWW'x14V y� iz IEXPIRES /2/Leti 1 4.x6 (--zo .3�z g -2L 5-26 6-22- 3411 -22 3ay ro 75 � n alb F&ooR P(,4i)//ow Lfro&T cal? S-9_- 07 3/32:.-' 1. RPwsa 111 11 '-9111—.111 4cc 2 11 P 7 L P 2 60 .coT TYPICAL FOoTIN G OETAIL Po37-I FOOTING L04 x 10 / Stz€ CID S NEouL E Foor' t) 6 512 € 6xg (5e 2_f) 6X g4 7 §(*) ASG e,r14EtS 7E iy 4x6 2,64 X 21..1 3'4" x Z, x 316 2!o" x 2' �� ,� 3t4 d 4xb /0 1 EXPIRES/1M%, Sp fa EXPIRES illWe - 1 1" — 16o1 NAILS 6", 8" ❑R 10" P❑ST NAILING PATTERN FOR POST LAMINATIONS NOTE: 2" X 6" LAMINATE MUST BE A TREATED MEMBER AND MUST EXTEND TO THE BOTTOM OF THE FOOTING. 'LAMINATE MAY BE SPLICED ABOVE MID HEIGHT OF COLUMN eoRAIEES .p 144411E 5 E1 KAFTVR- /0 16 P du -Ls Le1H T Black 10 16i filku-5 Gi2Ts 5 led IlaiLs r z 14 A14/'-5 S. PPowT Zloc-S 12_ ad Nbftcs 6112-7-5 16�P IUMLS ;: .. • • ., ,• • 1 . TJPOP. 2-2x6 Num/ 8144s Wire' y tiegp`s To g ArrEk5 a-� RA-Frck Svpf ortr &0*- /O ►AP Nh s 6i l idd AJ,4)L5 oto T u azic _ id .7 ii Lj wiLS To PuPthel hods PuV.L►n/S Ed:1E OW tot' utod IEXPIRES /`1146" aorrom c)(06 D rizus, x‘ OF -1)Z SFT Tof-r F14i16e0 7-4/55 007-r04 cHai) 5P4c, / X-8?4clil 6- 3/y" sn-E.4. 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DFL42- ..f on! own 1 DF OF lbSTS -i Cur �Qt'r4I eo&TS r) I I 1 J i ft 1 1 I A• • r ! 1 Garr • 2x It u - 1.1. -. . tcy 55fcr • J-ort7S 0 .Cotta (,-) C XG \CrwpO _, r ..- ---r—rT` l r 0 1 1 Ca-axsz Di55 ii- 2Xa ,DFSS 74'1R, -r 4arsr Y,STrrps Dowd ?-ZXleDr`.c'ir iPPRox 2t' -o _ - 514 8 FC Bog Orr lg't 1' rLoo r 0.v ro SPA) 2-ZX12. DFL42- ..f on! own 1 DF OF lbSTS -i Cur �Qt'r4I eo&TS r) I I 1 J i ft 1 1 I A• • r ! 1 Garr • 2x It oY /5 oravit 2xB t /6 o. C. 304 T I� +c 0SE Scuvr4 I EXPIRES (ybirfr� 1 CAui ay/ I; 7o'ST ever $FRN APPRox 719 uuotiZ f(4f l'orsr 3 Q � l Sic. y8 =1. __ _. SA 3 1/2 Span 114 Soan Purling 2X £F-€ i oc run of rafter Bi rdt+ails R43ao- • !1 Roofing E. Siding 29 Guage Steel p0URLE TRUSS Top Chord ;X +Z DFL Bot Chord aka obc''� • • 1 Webbing ?Xy( Liz xx�R� f NO 7� f Bolts 3/4 " Top Chord to Bottom Chord Top Chord to Post �--Support Block to Post -Shear Block to Post Girts 2X6 OF -L42. @ 24" oc 3 3 ../• • Bolts 1•r/16 nails164 Bolts Ar/6 nails I14 Bolts w/6 nails I`d Bolts w/6 nails1G4 Rat Runs @ / Yq " oc END Tb Edo 2X10 PT paseboard () Live Load Dead Load Othr Load f psf Total Load 35 psf .3o psf 5 psE PLF 'i o Truss Width 36`-o' 2-2X6 Blocking w/2x6 6X $ PT poste ff Fz .6 retension 2XGirlif (9)114(Pe. TYPICAL CROSS SECTION &SS A14 " Concrete Slap PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDINGSUB4ECT: TO FIELD INSPEpTION,CORRCTIONS Iey REVIEWED FOR CODE COMPLIANCE SPOKANE VALLEYgUILDINDMSION 17V& (a 1 1 / `n