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Home My WebLink About2008, 04-17 Permit App: 08001354 Pole BuildingProject Number: 08001354 Inv: 1 Application Date: 4/17/2008 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Permit Use: 24 X 24 POLE BLDG Setbacks: Front Site Information: Plat Key: Left: Right: Name: Range Contact: OLM, DAVID L & CYNTHIA J Address: 18313 E DALTON AVE C - S - Z: SPOKANE, WA 99216-1706 Rear: Phone: (509) 926-6980 Group Name: Project Name: Parcel Number: 55064.1010 Block: SiteAddress: 18313 E DALTON AVE District: East Lot: Owner: Name: OLM, DAVID L & CYNTHIA J Address: 18313 E DALTON AVE Originally Released: 4/14/2008 By: tmelbourn Septic Sys Review` P Y lZelease"y,""' A * Originally Released: 4/11/2008 By: LHALSEY Landuse/Zoning/HE Conditions Released B . Originally Released: 4/14/2008 By: mpalaniuk Permits: - - -, Operator: JD Printed By: jmm Print Date: 4/17/2008 Project Number: 08001354 Inv: 1 Application Date: 4/17/2008 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: OWNER Firm: OWNER Phone: (000) 000-0000 Permit Total Fees: $248.56 Notes: Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $248.56 $248.56 $0.00 $248.56 $248.56 $248.56 $0.00 $248.56 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: jmm Print Date: 4/17/2008 This Application: Total Project: Description Grp Tyne Notes Sg Ft Valuation Sg Ft Valuation POLE BDLG U-1 VB 576 $10,944.00 576 $10,944.00 Totals: 576 $10,944.00 576 $10,944.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $195.25 ACCESSORY PLANS REVIEW 1 SELECT $48.81 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $248.56 Notes: Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $248.56 $248.56 $0.00 $248.56 $248.56 $248.56 $0.00 $248.56 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: jmm Print Date: 4/17/2008 Cl)y OF p S okane ,;o�I'Valley, , Community Development Permit Center 11703 E Sprague Ave, Suite B-3 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www.spokanevalley.org ZNew Construction ❑ Addition/Remodel ❑ Other: Residential Construction Permit Application PERMIT NUMBER: PERMIT FEE: ❑ Accessory Bldg ❑ Deck SITE ADDRESS:. ASSESSORS PARCEL NO:SV LEGAL DESCRIPTION:t��2—� �j� l� 10 817 Building Owner: Name: L o rH Address: City: S State:. Zip: Phone: D Q Fax: Contact Person Phone:=( , ;Descri>be.the scope of work in detail:. t, 0 Y ProposedUse.: s Contractor: Name: Address: City: State: Zip: Phone: Fax: Contractor Lic No: Exp Date: City Business-Lic.-No: Cost of Project-. **************The following MUST be com lete: (write N/A if nota licable)********************** HEIGHT TO PEAK: i DIMF�NSIONS: # OF STORIES: TOTAL HABITABLE SPACE: t - Ail x au x 7 A) 14 MAIN FLOOR TO SQ. 2 FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: /14 c' AREA: FINISHED BAS NT /,� GARAGE SO, FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON f SQ. FTG: .7 C) V --l PROPERTY: A # OF BEDR • S: CONSTRUCTION TYPE: HEAT SOUR E: SEWER OR SEPTIC? Ua 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 can process SIGNATURE � DATE: Method of Payment: ❑ Cash Bankcard #: Authorized Signature: REVISED 2/15/07 ❑ Check ❑ Mastercard Expires: 6- lI - 08 ❑ VISA VIN#: 2008 04/14 11:08 FAX FAX CO VCR 1 -=ER To Tom Melboume Company City of Spokane Valley Fax No. 509-688-0037 From Tian inrtian [in 001 JORDAN .STRUCTURAL ENGINEERING, LLC Date April 14, 2008 Subject David Olm Pole Building Job No. Confirmation Needed We are transmitting 3 pages, including this cover letter. If you do not receive all of the pages, please call Dan Jordan at (509) 238-3179. Hi Tom, Here are the additional details for the David Olm building. Let me know if you have any other questions. Thanks, Dan Jordan Signature P.O. Box 1466 • MEAD. WASHINGTON • 99021 (509) 238-3179 PHONE (509)238,4188 FAX (509) 768-3001 CELL DTJORDAN@ICEHOUSE, NET PAGE. 01 APR 14 2008 11:15. For.City Use Only CITY OF PLUS Project Number C)$ SProject Address. p OKane ,-� (Al Valle 11703 E Sprague.Ave Suite B-3' � ,Spokane: Valley WA 99206 49;000 509.688.0036 Fax: 509.688.0037 pe�mitce'nter@spokane4alley.org As part of our on-going commitment to customer service during 'the'review :process of your project application, we, are providingyou, with aTARGET DATE for the. initial tochnical,application.review. If for any reason we cannot meet this date, we will contact you with a revised target date. Your application review, TARGET DATE i Pp G s The TARGET DATE- is the date we estimate' your project application. will have ..had its initial technical review. It is not the date for approval or permit issuance. Tips for a Smoother Prosect Application Review ➢ Submit complete, accurate plans and documents. Extra time may be reguired for re -submittals as project application reviewers work on multiple applications and it may be several days before they can look at your new or revised information. ➢ Designate a specific contact person to communicate with the City. While the person designated as the applicant's contact person with the Citycan be. changed, one individual with the expertise, for dealing' with reviewer comments would be the best choice for the'entire review process: ➢ Call staff regarding the status of your project only after the target date shown at the. top of the page. Although you should be contacted on or by the target date, please feel free to contact us if you.haven't heard from.us' by your target date. Staff_may contact.you before the target date if the initial. review. is. complete. By following this procedure, you will save time and allow the reviewers to complete the work more expeditiously. Steps in the Permit Process, 1. Counter Complete. Your application -has been accepted as `counter , complete.: This. ,means all of. the required documents, as indicated on your Pre -Application Checklist have been submitted or, have- been approved for deferred submittal. This does not.prevent technical staff from requesting additional information as a result of their technical review. -_ 2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free: from substantive flaws that would prevent technical staff from completing the technical review once it is started.' When this step is complete, your application will be routed .to the appropriate staff and remain• in their, review queue: until it comes up for review. 3. Technical Compliance. Once an application is administratively: complete, it is routed to technical staff for compliance.. review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by phone, fax, email, or mail by your TARGET DATE once the initial -technical compliance review is complete. 4. Permit Issuance. When'the technical compliance review of the application is -.complete, including any subsequent re- . submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections of the application are received; a Permit Specialist will process Ithe application and contact the person: specified onyouur application for permit pick-up. Information regarding fees and pre -construction meetings (if required) will be provided by the Permit Specialist at that time. WHITE—APPLICANT PINK — BUILDING FILE REV 9/07 PLANNING DEPT. APPROVED BY DATE: V/oy ji e-•••/ '0,01 .;4001 .1 4 0-- r";-;"-` —1".-----.• • -fi \ ——— _a , r---, ,1 o 5 '/-..," l'i',,----1---"-- --- • .,...., ------"--/ i 1 ! i. • ''', _ ....). C., 1 r Pt t••!" i ,,..-*. rt i I k ' ...G...., i t'C • t 3 ...•., i 1 ‘ 'r i; ' c ,$),7 - \,..,,le, , I 3 •'r.... f 4 I . T 11 I I 1 i I - ••• • -6\ 11-••••• C I d 16'-0" OVERHEAD DOOR ROOF TRUSS LAYOUT PLAN NTS JORDAN STRUCTURAL project SHOP DRAWINGS ENGINEERING, LLC location 18313 E. DALTON P.O. Box 1466 client DAVE OLM Mead, Washington 99021 (509)238-3179 Fax (509)238-4188 T. J EXrIREg sheet no. by DJ dote 3-4-08 checked DD I job no. date 3-4-08 12'-0" 12'-0" PRE-ENGINEERED TRUSS 0 I N 4 PRE—ENGINEERED TRUSS z J Lu U C1 I N PRE—ENGINEERED TRUSS 16'-0" OVERHEAD DOOR ROOF TRUSS LAYOUT PLAN NTS JORDAN STRUCTURAL project SHOP DRAWINGS ENGINEERING, LLC location 18313 E. DALTON P.O. Box 1466 client DAVE OLM Mead, Washington 99021 (509)238-3179 Fax (509)238-4188 T. J EXrIREg sheet no. by DJ dote 3-4-08 checked DD I job no. date 3-4-08 ELEVATION AT SIDEWALL IHM JORDAN STRUCTURAL Project SHOP DRAWINGS ENGINEERING, LLC location 18313 E. DALTON P.O. Box 1466 client DAVE OLM Mead, Washington 99021 (509)238-3179 Fax (509)238-4188 T. fNMlA' E j'A4 EXE b J., , p - sheet no. by DJ date 3-4-08 checked DJ job no. date 3-4-08 2 x6" PURLINS ig 24" 0 C 2 x6 LL.1 z LO CD ROOF PLAN NTS - 20 GA. KLIP RIB PANEL I EXPIRES JO 24.60e 1 JORDA\ S RUCTJRA_ \CI\_-RI\G, _LC P0 Box 1466 Mead Washington 99021 (509)238-3179 Fax (509)238-4188 project SHOP DRAWINGS 18313 E DALTON location by DJ date 3-4-08 sheet no. client DAVE OLM checked DJ dote 3-4-08 job no. 2008 04%14 11:08 FAX 10002 X 12 4 ELEVATION AT GABLE ENDWALL, NTS .... _...,..._. , v T. jo 0 VAs h A� gQl9T srox�. EXPIRES: 10-26-08 reect DAVID OLN by DJ JORDAN STRUCTURAL sheet e0. ENGINEERING, LLC 1—tion 18313 E DALTON data 4-14-08 S1.0 P.O. BOO( 1468 ;en no. Mead, Wc3hljr4 ►99021 cion! DAVE 011`1 cneckcd OJ (509)238--3179 Fax (509)238-4188 FILMS date 4-14-08 07148 PRE-ENGINEERED TRUSSES, TYD. TRUSS MFR APR 14-2008 11:15 TO ACCOUNT i0R DOOR OPENING IN TRUSS DESIGN. PAGE. 02 12 4 ELEVATION AT GABLE ENDWALL NTS 1E1- T. �O OY WA$,rf� w ss�ONAL EXPIRES JORDAN STRUCTURAL ENGINEERING, LLC P.O. Box 1466 Mead, Washington 99021 (509)238-3179 Fax (509)238-4188 project SHOP DRAWINGS by DJ sheet no. location 18313 E. DALTON date 3-4-08 client DAVE OLM checked DJ job no. date 3-4-08 TYP. WALL GIRT CONN. NTS JORDAN STRUCTURAL project SHOP DRAWINGS ENGINEERING, LLC location 18313 E. DALTON P.O. Box 1466 client DAVE OLM Mead, Washington 99021 (509)238-3179 Fax (509)238-4188 �' y EXPIRES �lJ _ sheet no. by DJ date 3-4-08 checked DJ job no. date 3-4-08 NOTCH TOP OF COLUMN AT GABLE END TRUSS, TYP. USE (4) 40d NAILS OR. 3/8" THRU-BOLT.. TYP.GABLE END TRUSS NTS EXPIRES I0'2l of JORDAN STRUCTURAL project SHOP DRAWINGS by DJ sheet no. ENGINEERING, LLC location 18313 E. DALTON date 3-4-08 P.O. Box 1466 DAVE OLM DJ job no. Mead, Washington 99021 client checked (509)238-3179 Fax (509)238-4188 date 3-4-08 008 04/14 11:08 NOTCH TOP! OF COLUMN AT TRUSS, TYP. USE (4) 40d N/ IN P.HE-DRILLED HOLES OR THRU--BOLT. 6"X6" TREATED WOOD POSTS, TYP. . v ,r TRUSS -COLUMN CONN. NTS JORDAN STRUCTURAL ENGINEERING, LLC P.O. Box 1488 Mead, Washington 99021 (509)238-3179 fax (509)238-4188 Z003 T. ufpNA gr '`lr% /�j ' EXPIRES—. -10-26-08 project DAMD OLMby DJ shcct no. S1.0 locotlon 18313 E. DALTON dato 4-14-08 client GAVE OUtI chocked Ql job no. 07146 PLANS I dots 4-14-08 APR 142008 11 15 PAGE. 03 U26 SIMPSON FACE MOUNT HANGERS " PURLWS PER PLAN I,L �VIMIX�FACTURED TRUSSES BY OTHERS. PURLIN CONNECTION NTS JORDAN STRUCTURAL ENGINEERING, LLC P.O. Box 1466 Meod, Washington 99021 (509)238-3179 Fax (509)238-4188 project SHOP DRAWINGS location 18313 E. DALTON client DAVE OLM EXPIRES I�-Zh-Or sheet no. by DJ date 3-4-08 checked DJ job no. date 3-4-08 �715 TREATED PO PER PLAN VIBRATE OR ROD CONCRETE TO REMOVE VOIDS AN OBTAIN FULL BEAF Z4 --'\\TYP. FOOTING DETA �1 a' v-0i1r03**:Z91CNv0 G - J -3 1 I JORDAN STRUCTURAL project SHOP DRAWINGS by DJ sheet no. ENGINEERING, LLC location 18313 E. DALTON date 3-4-08 "I P.O. Box 1466 client DAVE OLM checked DJ job no. Mead, Washington 99021 (509)238-3179 Fax (509)238-4188 date 3-4-08 PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS-.: . CITY COPY THIS BUILDING SUBJECT. TO FIELD INSPECTION Q 14EC NS ay REVIEWED FOR CODE OMP LANCE . SPOKANE VALLEY-BUI I VISION 4130 13:21 FAX 0 N 20'-0" PRE—ENGINEERED TRUSS MAN DOOR PRE—ENGINEERED TRUSS W Z W CJ O Q PRE—ENGINEERED TRUSS 16'-0" OVERHEAD DOOR ROOF TRUSS LAYOUT PLS NTS 10002 i EXPIRES: 10-26-08 sheet no. JORDAN STRUCTURAL p,,;.t DAVID OLM by DJ c ENGINEERING, LLC Iowtion 18313 E. DALTON Cote 4-30-08 S1.0 P.O. Box 1466 job ^c, Mead, Washington 99021 ale^t DAVE OlM checked DJ (509)238-3179 Fox (509)238-4188 PLANS dote 4-30-08 07146 APR 30 2009 13:29 PAGE.02 /30 13:21 FAX 2003 ELEVATION AT GABLE ENDWALL NTS # TIMR3q EXPIRES: 10-26-06 JORDAN STRUCTURAL ENGINEERING, LLC Im;ec1 DAVID OLM 9hC0t ^0. sto PRE—ENGINEERED TRUSSES. TYP. TRUSS MFR TO ACCOUNT FOR DOOR OPENING IN TRUSS DESIGN. dote 4-30-08 P.O. Box 1466. Mood, Woshington 99021 (509)238-3179 Fox (509)238-4188 0 i DO choked DJ lob no 07146 PSS data 4-30-08 20'-0" 2003 ELEVATION AT GABLE ENDWALL NTS # TIMR3q EXPIRES: 10-26-06 JORDAN STRUCTURAL ENGINEERING, LLC Im;ec1 DAVID OLM 9hC0t ^0. sto location 18313 E. DALTON dote 4-30-08 P.O. Box 1466. Mood, Woshington 99021 (509)238-3179 Fox (509)238-4188 cwt DAVE OLM choked DJ lob no 07146 PSS data 4-30-08 APR 30 2008 13:29 PAGE.03 REVISION. RECEIVEtY �ljo 0 --7 PERMIT # off--- c2a /-; S-0 p REVIEWED FOR CODE COMPLIANCE SPOKANE VALLEY BUI ING 9VISION FA 2008 04/30 13 21 FAX ZQI001 JORDAN STRUCTURAL ENGINEERING, LLC FAX COVER LETTER i ER To Tom Melbourne Date April 30,2008 Company City of Spokane Valley Subject David Olm Pole Building Fax No. 509-688-0037 Job No. From Dan Jordan Confirmation Needed We are transmitting3 pages,including this cover letter If you do not receive all of the pages,please call Dan Jordan at(509) 238-3179 Hi Tom, Here arc the revised elevation and plan showing the changes made to the pole building. Let me know if you have any questions. Thank you, Dan Jordan dA A 4. I, .A_A. SiIF " 41"' . P 0 Box 1 466• MEAD,WASHINGTON•99021 (509) 238-3179 PHONE (509)238-4188 FAX (509)788.3001 CELL DTJORDAN@ICEHOUSE.NET APR 30 2008 13 29 PAGE 01 24 —0 16 —0 OVERHEAD DOOR ROOF TRUSS LAYOUT PLAN NTS JOMA\ STHLCTUAL LLC P 0 Box 1466 Mead Washington 99021 (509)238-3179 Fax (509)238-4188 project SHOP DRAWINGS ocation 18313 E. DALTON by DJ client DAVE OLM date 3-4-08 checked DJ date 3-4-08 job no. j 12 —0 12 —0 i r r 0 N J LJ PRE—ENGINEERED TRUSS L D PRE—ENGINEERED TRUSS 0 .N- im RIDGE LINE v A m m z c-) z P1 A m A 73 V1 ru- 16 —0 OVERHEAD DOOR ROOF TRUSS LAYOUT PLAN NTS JOMA\ STHLCTUAL LLC P 0 Box 1466 Mead Washington 99021 (509)238-3179 Fax (509)238-4188 project SHOP DRAWINGS ocation 18313 E. DALTON by DJ client DAVE OLM date 3-4-08 checked DJ date 3-4-08 job no.