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2004, 10-27 Permit App: BLD-04-08044 Garage • BUILDING PERMIT APPLICATION WORKSHEET Sein ne City of Spokane Valley Community Development Department Building Division 91707 E. Sprague Avenue, Suite 106 .000Val. ev Spokane Valley, WA 99206 Phone: (509) 688-0036;Fax: (509) 688-0037 REQUIRED SITE INFORMATION Street Address: Z-7OSX ,p WOr-I Assessor's Tax Parcel Number(s): Legal Description: PERMIT DESCRIPTION: ? L( (x 3 Co ''C (0 r four R )l (c( t v► rs Building Permit ❑ Change in Use El Grading El Manufactured Home ❑ Relocation ❑ Tenant Improvement ❑ Fire Safety ❑ Other OWNER/APPLICANT INFORMATION ❑ Owner: Do„ n1c --L El Applicant: Phone: 8c(3 ©93.5( Fax: Phone: Fax: Address:�Z_705 G�/�,�cc1� � Address: <�`tti n kp cJ I Z d �iittyy State Zip Code City State Zip Code (X Con r ctor: kia le, (Ott4rb.�-�-or s El Architect: OD C-,n Pho 72 ?oL,d Fax: S rte Phone: 1-(13 GI 8C, Fax: 1 8Z Address: y It Ayer Med?),tJS be 0. Address: Zy13 E(( cirt �r)r r+ DA., ` q(ZZ 41?)�4ke t1.. �./IState Zip Code State Zip Code WA State Contractor License #: VA LL f.C.*(0(,S Contact: _PiNk S1-0 fey PERMIT/BUILDING INFORMATION HEIGHT_TQ_PEAK: _I DIMENSIONS:, r ( _.:. .#OF STORIES: 1- _- (44 Z1l , 1.3(., VU MAIN FLOOR TO SQ. FTG: 2" eG<, "FLOOR_SQ.-FTG: UNFIN BASEMENT SQ. FTG: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: OCCUPANCY GROUP: CONSTRUCTION TYPE:P4 L HEAT SOURCE: #OF BEDROOMS: TOTAL HABITABLE SPACE: IMPERVIOUS SURFACE AREA: COST OF PROJECT 30%SLOPES ON PROPERTY: SEWER OR ON-SITE SEPTIC S(Z 36,0 ( O SYSTEM? • MANUFACTURED HOME Width: Length: Year: Pit Set: Manufacturer: RELOCATION Previous Address: Proposed Use: FIRE SAFETY Fire Sprinkler: # of Heads: Fire Alarm: Paint Booth: Tent: Fireworks Display: Blasting: Date/Time: Valuation: Above/Underground Storage Tank Size: WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE Plans Examiner: Phone: Fax: Address: City State Zip Inspector: Phone: Fax: Address: City State Zip SPECIAL INSPECTIONS D BOLTING ❑ CONCRETE ❑ REINFORCEMENT ❑ WELDING Firm Name: Phone: Fax: Inspector(s): DISCLAIMER 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. Owners-hi of resultingdevelopment rights ranted byany issued- emit inure to-tfie -ro ert-owner. - P P9 P P P Y Print Name Signature Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check El Mastercard ❑ VISA ❑ Other Bankcard #: Expires: VIN#: Authorized Signature: ADDRESS pA5 sil-tekvA-IA ZONE 0 - • - ROAD WiDlik. , _ kt•AZ . „. 1 FRONT I. -W--FLAMING commEerrs L1- 110477-- L(U REVIEWED BY •,1k- 12b . ,..,-,......„. ___ ) , (-77) Ioc,.. • \ , ..._ .:) \ : i \-- _--- , . . , Curb ...-- 1 , --- --// , . • ',--- tct...„ 1 / • ----k-. s..., f--,, 17 hi % • • \ 1, vl --c.) ,-- - \ , v 2 , 4,...) , C- This site plan is being submitted for the purpose of obtaining a building permit and is a true and correct • • representation of the proposal. MI known property k\-J lines/dimensions,curb lines,structures and easements • have been identified. Also indicated are wetlands, I bodies of water, $teT — 'or . - critical areas. 1 Signed7) 0,4"kk Ca "Vill 1 PLANNING DEPT. APPIOVED \ , BY.r--// 17/ f r DATE: /0AA 07C/ r--- V'' WAMBEKE ENGINEERING 2913 East 61st Court Daniel Wambeke, P. E. Spokane, WA 99211 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com STRUCTURAL DESIGN DRAWINGS FOR 24' X 36' X 10' POST FRAME BUILDING FOR DON METZ 2705 S. SKIPWORTH SPOKANE VALLEY, WASHINGTON PREPARED FOR VALLEY CONTRACTORS DAVENPORT, WASHINGTON October 22, 2004 <)v of s w^ fi, T�� / ell 0 ` ' ,3��rR`18067,c),C; 06 ttin • IS 1 C SjONAU Fc.; 1 `EXPIRES 12'29!05 Ce P Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems ft PQBT FRAME BUILDTNO DEMON INFORMATION FORM ELL TO;Yat l EN/ - trS JOB NAVE; ,Qn& 014-7._ 4-? ADDROBt:'Th t 0electil c .tir.fl.ADDREBB:, 1-'7 oS S• S k;r 6x)ri-k cirt;Caoerk cram- STAT= CITY key BTA �91( z izc aDliu PAX .&x r 1 ee( II we 1,ewe questions,who do we contact? pc ,5+mac Phone%?gC NOT!:IT 0 T!! arum TME CLIENT TO a Oorl rr MID MUM olI'DIIDMION. PECK%WMM eu1ANOOFFICIAL IIP MOM BR!DATA: WIND SPEED: OS MPH SNOW LOAD: 3D PSF WINO EXPOSURE:(Chale one) A Q SOILS:(Ckcle one) 811 Y CLAY SILTY SAND SANDY GRAVEL AGRICULTURE BUIUDNG:Y 06) BUILDING USE; POSTS PURLINS&GIRT8 BUILDING LENGTH: 3C ' PURUN On Carder: BUILDING WIDTH: Z.Ai f PURUN GRADE: eiThi2 PEAK HEIGHT: L Lu ` PURUN SIZE: EVE HEIGHT: j Q ' GIRT On Center: 2. POST GRADE: �'tCZ GIRT GRADE: POST SIZE: i(, GIRT SIZE: L. '�'� POST FEET On Center• 1 L QIRTS? Y or I - �� w'Asi,�� ,, KNEE BRACES? Y or C ft/' ` ASID WALL OPENINGS:(End Wan 1) lore r (End Waft 2L,.__ � 4„-180EaCONSTRAIRED � ��`ioNAL CONCRETE FLOOR'?9r N DIAMETER OF HOLES: z. IEXPIRES 12/29/05 RAFTERS MAX.END WALL POST SPACING I Z I RAFTER SPAN MAX END WALL OVERHANG 0 RAFTER GRADE OF-L- 5-5 rt c"1"1-41 MAX SIDE OVERHANG 6 r RAFTER 51Z ? (z O I 0 12' V' r ® 12' 36' // 0 12' 16'x8' O.M. . I a Tag,2x10' �� 114' I I =II 10'I III III III III 316 SECTION 1 L. W1 oe wAs�1jQ • OS, 18067 Off~ EXPIRES 12/29/05 • • • (, 12 2x12 RAFTERS 2x6 ..r _` . ai • I T14' .....y............ ._, TREATED 1 1 10' 1 2x10 3s J. SECTION 4 PURLINS x8 T O.C. 1.... 1=1.1111111.11.11111111111..1.1.11111 in iM - - iiiiriiiiiiiiii 1 r�1��1M • 1 R0' lemai _.—.....moi 1 fll III III III V 36' i SECTIONS A&8 L JL4 VAI~ I'4S /4, /S • 1 An„ .„. � 18067 n ��. 'S,,F f ti l EI C, ,•\,. I2PIRE6 12/29/05 r TRUSS PLAN. VIEW 2x6(ROUGH) PURLIN (BTM CHORD & PURLINS NOT SHOWN) BLKS at 2'-0" OC :74- 1 ' 7: ii- — ----+,:f_.--4:-.. ...__ ___,...,-...--,:---_-.L„. --,---:-----,-,__. 1 -,....FL 4.- . . -4--- _______LI.___,_____„_ .:,-;-,-.1--E7:-.._ __A_ it_ ttl IL_ IF . 3 A _.,„_-_-______________-_--__-=._-_-_-,__ _ __.,_-.=-__-_____„ ----. -...... . .1. 1/2 SPAN 12' BOLTS PURLINS 1/3 SPAN / OVERLAPPING A_ -1/4 SPAN . ?`- -� - 2x 6TROUGH PURLIN 1 '� c BOLT _ 11 N1, N BLKS at 2'-O. OC II % ':� ` `,� 2z b`TOP CHORD Nhi, 0111°'- ... %. .•Se / • • I ) •I . XI - . ... / -- .-..- ...._ • - • iT S • / , I ' { 7 i/2' BOLTS 9" BOLT —. 2x(O BTM CHORD �� S I � 10 BOLTS 2x6 SUPPORT BLKS _ DOUBLE 2x6 KING,A__. PIN 6x 6(ROUGH) flPIN & WEBB1h1G p aPRESSURE `� L• w9�i ALL LUMBER TO EE /skL w^sf,,�G` TREATED PJL ES DOUG FIR/LARCH • ,-f--,7, l� • , a LJss X"SECTION ALL BOLTS 3/4" DIA ASTM SSS NO.2 OR BETTER , R 18o- ,. - 24` f�18067�en.� A-307 W/ MIT & n8L WASHERS SS4UNAI. �0 ExRIREs 12/9/05 i E . 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