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2010, 03-05 Permit App: 10000577 TrussProject Number: 10000577 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 3/5/2010 Page 1 of 2 Proiect Information: Permit Use: NEW TRUSS SYSTEM Contact: COVINGTON CONST & REST Address: 1324 LIBERTY LAKE DR, STE 224 C - S - Z: LIBERTY LAKE, WA 99019 Setbacks: Front Left: Right: Rear: Phone: (509) 891-0056 Group Name: Site Information: Project Name: Plat Key: 001846 Name: OPPORTUNITY TERRACE, 04TH ADD District: Sout Parcel Number: 45271.2340 Block: Lot: SiteAddress: 13311 E 23RD AVE Owner: Name: CHRISTENSEN, AMORINA & KEV Address: 13311 E 23RD AVE Location:: CSV SPOKANE VALLEY, WA 99216 Zoning: R-2 SF Res Suburban District Water District: 010 VERA Hold: ❑ Area: 14,000 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Permits: Released By: Originally Released: 3/5/2010 By: tmelbourn Building Permit Contractor: COVINGTON CONSTRUCTION Firm: COVINGTON CONSTRUCTION Address: 1324 LIBERTY LAKE RD #224 Phone: (509) 891-0056 LIBERTY LAKE, WA 99109 This Application: Total Project: Description Gr 'lag Notes Sq Ft Valuation So Ft Valuation 1&2 FAMILY R-3 VB NEW 0 $66,005.07 0 $66,005.07 TRUSS SYSTEM Item Description RESIDENTIAL PERMIT FEE WSBCC SURCHARGE SF PLNS RVW < 7999 SQ FT Totals: 0 $66,005.07 0 $66,005.07 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Fee Amount $762.75 $4.50 $305.10 Permit Total Fees: $1,072.35 Operator: JD Printed By: JD Print Date: 3/5/2010 Project Number: 10000577 Notes: Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 3/5/2010 Page 2 of 2 Payment Summary: Permit Type Building Permit Fee Amount Invoice Amount $1,072.35 $1,072.35 Amount Paid Amount Owing $305.10 $767.25 $1,072.35 $1,072.35 $305.10 $767.25 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: 3/5/2010 Stioliane 4000Valley. PERMIT NUMBER: PERMIT FEE: (Staff Use Only) CITY OF SPOKANE VALLEY Community Development Department Permit Center 11703 East Sprague Avenue, Suite B-3 Spokane Valley, WA 99206 Tel: (509) 688-0036 Fax: (509) 688-0037 permitcenter©spokanevalley.org RESIDENTIAL CONSTRUCTION PERMIT APPLICATION 0 NEW CONSTRUCTION 0 DECK ADDITION/REMODEL 0 ACCESSORY BUILDING 0 OTHER SITE ADDRESS: 13311 E. 23 -D WE SPOK-PrIJE V!kL t X1 61q2 -1b ASSESSORS PARCEL NO.: LEGAL DESCRIPTION: BUILDING OWNER NAME: NAME: PO 0 L21 N e 691 12As-r&NS e" ADDRESS: ISIJ1 G - Z�IZD Ave -- CITY: V rOY-f*E.- )4-L-'1 STATE: ZIP: 6:r12,17 (Q'i)f3��[ Q? rcPHONE: "l z 4 - li"4 S 1 FAX: JS� - SOI 3 Cuss o1. CONTACT NAME: A C4 2- S'j eAs PHONE: 3SL "SO IS FAX: CELL: CONTRACTOR NAME: 601111\41T -b1.) NC 1? ',c 1O1J 44JD PLST0I24-1-11ot' MAILING ADDRESS: 137-4 U . 1-31513-0/ zU\\ - fD Z Z4 CITY: LYI L - eq W A- ZIP: PHONE: C/ 1 " do SG n I FAX: �J{ L "'OOSI CONTRACTOR LICENSE NO.: DV I 1 I )244{EXPIRES: I " - l 1 CITY BUSINESS LICENSE NO.: CELL: sob - 7 H - ObL3 DESCRIBE THESCOPE OF WORK IN DETAIL AND INDICATE USE: e % oV E 1 DtSurao w cv-- Fie. lvIE . e-Oc '- ,..I�SS0w6 LL( �.X.U.t D r PsP YZ.�S - Fc l4N gco t VVLAT L- AKV) CEi a k fZ�4 wog, > IA) N ku T Russ A024 w,� c.� in&/(uri-�cA I 40 \1 C!�St'. PROPOSED USE: Effective October 28, 2007 Page 1 of 2 http://www.spokanevalley.org/uploads/Community_Development/Documents/Forms/Building/Residential Construction Permit App.l.doc /6- 577 ****YOU MUST COMPLETE THE FOLLOWING**** T APPLICABLE Height to Peak: 1� 1 — 4 t Dimensions: i / 25/X30/4- 5S x 3(0 No. Stories: () Total Habitable Space: ppaegeo Main Floor SQ FT: Upper Floor SQ FT: Unfinished Basement SQ FT: Finished Basement SQ FT: Garage SQ FT: Deck/Covered Patio SQ FT: Impervious Surface Area: 30% Slopes o Property: 1\11,4 - No. oft',. Bedrooms: h01N Construction Type: Heat Source: c 1 ( (Deco), Ain_ Sewer or Septic: < L TOTAL COST OF PROJECT: $ / A/\)S' 07 o 1 DISCLAIMER The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit is for construction 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) The City of Spokane Valley permit is not a permit •r approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be requ• d to be s itted an. ubsequen approved before this application can be processed. 1 , 4 Signature Method of payment: ❑ Cash ❑ Check Bankcard #: Date: 3/ 5/z ❑ Visa 0 Mastercard EXP: VIN#: Authorized Signature: Effective October 28, 2007 Page 2 of 2 http://www.spokanevalley.org/uploads/Community_Development/Documents/Forms/Building/Residential Construction Permit App.l.doc For City Use Only a PLUS Project Number r"''<<. stkF kane Project Address 40000 alleVy° 11703 E Sprague Ave Suite B-3 • Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 ♦ permitcenter@spokanevalley.org As part of our on-going commitment to customer service nuring the review process of your project application, we are providing you with a TARGET DATE for the initial technical 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 is 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 Project Application Review ➢ Submit complete, accurate plans and documents. Extra time may be required 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 City can 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 the application and contact the person specified on your application forpermit pick-up. Information regarding fees and pre-construction meetings (if required) will be provided by PP the Permit Specialist at that time. WHITE-APPLICANT PINK-BUILDING FILE REV 9/07 SO'lane� Dalley Use: NEW TRUSS SYSTEM Application Date: 03/03/2010 Zoning: R-2 Fire District: FD 01 Owners Name: CHRISTENSEN, AMORINA & KEVIN Address: 13311 E 23RD AVE SPOKANE VALLEY, WA 99216 Occupant: Applicant: COVINGTON CONST & REST Project Summary Project #: Address: 10000577 13311 E 23RD AVE Permit Issue Date: 03/16/2010 Parcel Number: 45271.2340 Phone: (509) 926-5187 Phone: Phone: (509) 891-0056 Contractor Information City of Spokane Valley 11703 E. Sprague Ave, Suite B3 Spokane Valley, WA 99206 Phone: 509.688.003 Print Date Tuesday, June 22, 2010 Building Permit COVINGTON CONSTRUCTION Phone: (509) 891-0056 Inspection Summary Inspection Date Description 05/14/2010 FINAL 03/31/2010 FRAMING By GUERRY, ROB GUERRY, ROB Status APPROVED APPROVED Note Summary Page 1 of 1 *(Fill in the Areas Denoted with Asterisk) Roof Vents or Gable Vents 43 i. C„'� ret,TRoof Covering 1 /8" GAP Sheathing * lrt� i 7 "_"EiVEEN SHEA - *R- 3E. Attic Insulation `.. ;r c Z 4` n-C- Insulation Baffle * Rafters * Joists 12 � anufactured Truss -or- Sitck Built: x @ x @ U.C. o.C. 1O# felt for ice dam protection -rb 2_4" WS tt EXT* .Dot. W/4.4 -4 - Vent r' - Mitt STe-J E N) 133 l l E. 2 3 K -o Pwt� � 'OKflN € VALt € 4 Clot 2110. 12oo i / -1^rz LASS 1- -i2. PepLA ce m NT 4Ii2 3-4 1Ft20NT et-leyA'i"1 _N 31 Z 2012.. R * gH = 14\N -tk c ti TTL. Main Level 31' 6" 2T ry R, — WAIRWEl4 28' 17' (SUNDRY 4 T—I 1T 2" 19' WAGE Page: 1 19' 10" G9 Main Level Roof 80 1' F1 1 F803) F5 58 1" Page: 2 FACE SQ FT #SQS F1 1,098.89 10.99 F2 395.28 3,95 F3 237.17 2.37 F4 0.00 0.00 F5 341.53 3,42 F6 104.36 1.04 F8 703.61 7.04 Estimated Total: 2880.83 28.81 Roof F R 0 M Valley Best Way 118 S Union Spokane WA, 99214 (509)928-0550 Pax: (509)928-0659 *** QUOTATION *** *****e*******w*,4********#****4 COVINGTON CONSTRUCTION T 13311 E. 23RD, 0 ATTN: JAMES 2/19/2010 2:00:59 PM PAGE: 1 OF 2 QUOTATION NO: q11410 TERMS:QUOTE GOOD FOR 30 DAYS REPRESENTATIVE: CLARKE SPECIFICATIONS DESIGN LOADING:30-7-0-10 STRESS INC:15% SPACING: 2' LUMBER: 2x4 JOB SITE & OTHER INFORMATION LOT/ADDRESS: MARK QUAN TRUSS TYPE PITCH/ SPAN TITY HEIGHT FT -IN -16 A 3 CHP2 4.00 30-00-00 Al 1 CHP2 4.00 30-00-00 A2 1 CHP2 4.00 30-00-00 A3 1 CHP2 4.00 30-00-00 A4 1 CHP2 4.00 30-00-00 A5 2 TRIANGLE 4.00 30-00-00 A6 11 TRIANGLE 4.00 30-00-00 A7 1 CHP2 4.00 30-00-00 A8 1 CHP2 4.00 30-00-00 A9 1 SPECIAL 4-00 30-00-00 Al0 1 SPECIAL 4.00 30-00-00 All 1 SPECIAL 4.00 30-00-00 B 2 CHP2 4.00 26-00-00 B1 1 CHP2 4.00 26-00-00 82 1 CHP2 4.00 26-00-00 83 1 CHP2 4.00 26-00-00 64 5 TRIANGLE 4.00 26-00-00 B5 2 TRIANGLE 4.00 26-00-00 OVERHANGS SIZE UNIT EXTENSIONS IN -16 IN -16 TC BC PRICES 24-00/24-00 24-00/24-00 24-00/24-00 24-00/24-00 24-00/24-00 24-00/24-00 24-00/24-00 24-00/24-00 24-00/24-00 24-00/24-00 24-00/24-00 24-00/24-00 24-00/24-00 24-00/24-00 24-00/24-00 24-00/24-00 24-00/24-00 24-00/ 0-00 4/ 4 75.90 227.70 4/ 4 81.84 81.84 4/ 4 74.07 74.07 4/ 4 76.69 76.69 4/ 4 78.24 78.24 4/ 4 66.00 132.00 4/ 4 62.16 683.76 4/ 4 84.43 84.43 4/ 4 79.27 79.27 4/ 4 77.98 77.98 4/ 4 79.53 79.53 4/ 4 73.54 ?3.54 4/ 4 70.55 141.10 4/ 4 69.98 69.98 4/ 4 62.07 62.07 4/ 4 64.66 64.66 4/ 4 43.33 216.65 4/ 4 47.36 94.72 NOTES SITE MUST BE ACCESSIBLE TO OUR TRUCKS 1 HAVE CHECKED AND VERIFIED ALL DIMENSIONS ETC. ON MY TRUSS ORDER X PLEASE SIGN AND FAX BACK HANGERS NOT INCLUDED IN BID. BID IS F.O.B. JOBSITE. DOES NOT INCLUDE BLOCKING BRACING OR STICK FRAMING, ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTOR AND COULD AFFECT PRICE. READ THIS!!!!!!!! PURCHASE ORDER: ORDERED BY: DATE OF ORDER: DESIRED DELIVERY DATE: CUSTOMER INSTRUCTIONS: RFU: 02/26/2007/REF1 Roioinf Gngin°win Vfc.00ing PIu .11164-2009 Version num Customer Ovoie 2/1612010 2:00:69 PM Pepe 1 e/ 2 F, R 0 M Valley Best Way 118 S Union Spokane WA, 99214 (509)928-0550 Fax: (509)928-0659 * err****r**************t****** t ** QUOTATION *** ****************************** COVINGTON CONSTRUCTION T 13311 E. 23RD. 0 ATTN: JAMES 2/19/2010 2:00:59 PM PAGE: 2 OF 2 QUOTATION NO: g11410 TERMS:QUOTE GOOD FOR 30 DAYS REPRESENTATIVE: CLARKE SPECIFICATIONS DESIGN LOADING:30-7-0-10 STRESS INC:15% SPACING: 2' LUMBER: 2x4 JOB SITE & OTHER INFORMATION LOT/ADDRESS: MARK QUAN TRUSS TITY HRA 2 JCA2D2 NRS 2 JCA2D2 J1 4 JCA2D J2 5 JCA2D J3 4 JCA2D J4 4 JCA2D J5 1 JCA2 J6 1 JCA2 J7 1 JCA2 J8 1 JCA2 KJA 1 JC2H M1 4 JCA2D M2 4 JCAZD M3 4 JCA2D M4 4 JCA2D M5 2 JCA2D TYPE PITCH/ SPAN HEIGHT FT -IN -16 2.83 2-08-02 2.83 2-08-02 4.00 1-11-04 4.00 1-11-04 4.00 5-11-04 4.00 5-11-04 4.00 3-10-15 4.00 1-10-15 4.00 1-10-03 4.00 3-10-03 2.83 8-04-12 4.00 5-11-04 4.00 5-11-04 4.00 5-11-04 4.00 5-11-04 4.00 5-11-04 OVERHANGS SIZE UNIT EXTENSIONS IN -16 IN -16 TC BC PRICES 33-15/33-15 33-15/33-15 24-00/24-00 24-00/24-00 24-00/24-00 24-00/24-00 24-00/24-00 24-00/24-00 0-00/ 0-00 0-00/ 0-00 32-07/32-07 24-00/24-00 24-00/24-00 24-00/24-00 24-00/24-00 24-00/24-00 4/ 4 16.96 4/ 4 14.77 4/ 4 5.02 4/ 4 3.98 4/ 4 6.04 4/ 4 7.08 4/ 4 6.88 4/ 4 4.50 4/ 4 3.32 4/ 4 5.69 4/ 4 17.09 4/ 4 8.63 4/ 4 9.67 4/ 4 10.69 4/ 4 11.93 4/ 4 13.68 33.92 29.54 20.08 19.90 24.16 26.32 6.88 4.50 3.32 5.69 17.09 34.52 38.68 42.76 47.72 27.36 NOTES SITE MUST BE ACCESSIBLE TO OUR TRUCKS I HAVE CHECKED AND VERIFIED ALL DIMENSIONS ETC. ON MY TRUSS ORDER X PLEASE SIGN AND FAX BACK HANGERS NOT INCLUDED IN BID. BID IS F.O.B. JOBSITE. DOES NOT INCLUDE BLOCKING BRACING OR STICK FRAMING. ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTOR AND COULD AFFECT PRICE. READ THIS'r:rir►r SUBTOTAL: EXTRA CHARGE: DELIVERY SALES TAX: 2,782.67 250.00 263.84 GRAND TOTAL: $ 3,296.51 PURCHASE ORDER: ORDERED BY: DATE OF ORDER: DESIRED DELIVERY DATE: CUSTOMER INSTRUCTIONS: RFU: 02/26/2007/REF1 ROW. Engheedng, he)00#0 PtJ' 019002000 Veroian 290.006 Cuntunp Comte 2/1612010 20009 PM 99992 0 2 c6 .J3 J4 M1 M2 M3 M4 M4 M3 M2 M1 J4 J3 1;9 47-8-0 29-0-0 6rL) 1_,PkOlAj• J3 J4 MI M2 M3 M4 M5 M5 M4 M3 M2 M1 J4 J3 NEED BEARING HERE 101(7,0(o 1,4_ --rvtss 17-3-TIAA (Dia)? !r VALLEY BESTWAY COVINGTON CONSTRUCTION 13311 E. 23RD. 4/12 Root Loading TC Live: 30.00 psf TC Dead: 7.00 psf BC Live: 0.00 psf BC Dead: 10.00 psf TC Stress Inc: 15_00 BC Stress Inc: 15.00 Spacing: 2- 0- 0 o.c. Account: COVINGTON CO Job: q11410 Designer: CO Checker: Date: 02-19-10 SL 6-2-12 310 3-15 0 0 0 0 !CI" 1 5-11-4 2-0-0 4 L:458.5 0:153.6 24-0-12 1, BL 6-2-12 >a0 3-15 0 0 0 0 30-0-1 114 .I 1:656.5 0:153.6 8:3757 U:1107 30-0-0 30-0-0 R:3757 U:1107 Job: gl1410 Nark: A 1e1P CRP2 300000 4 2- 0- 0 2- 0- 0 Bcale: 0.131" - 1' 4-3-S 3-4-0 SL 10-5-6 5.0 3-15 0 0 SL 10-5-6 PO 3-15 0 0 0 0 ( 30-0-0 IN I R:1565 V: 393 1FtT� 8:1565 U: 391 30 0 0 Job: 811420 Naslc= 22 1 CPP2 300000 4 2- 0- 0 2- 0- 0 Scale. 0.126- = 1• gebbins Engineering. InclOnline Plus." 40 1996.2009 Version 260.005 NUIfple 0rar4ros pet Paye 21*94010 ?00:59 PM Pape for9 SL 8-4-1 110 3-15 0 0 0 0 TC 1 ,'r 1 5-11-4 ! 4 r -- 2-0-0 SL 8-4-1 110 3-15 0 0 0 0 24-0-12 J 10 15 01 8:1566 V: 391 30=0-a 30 0 0 R:1545 0: 391 Job. 811410 Park: Al 1 CRP] 300000 4 2- 0- 0 2. 0- 0 Bcale: 0.131- - 1• 82. 12-6-11 NO 3-15 0 0 9-11-4 1 20-0-12 I 30-0-0 4-12-5 3-4-0 5L 32-6-11 110 3-15 0 0 0 0 11 10 15•----6.1 144---11 10 15 4� 4r- ec1 9 R:2565 0: 391 R:1565 V: 391 30-0-0 30 0 0 tit Job. g11410 Mark: k3 1 CI*P2 300000 4 2- 0- 0 2. 0- 0 Beale: 0.125. - 1' SL 14-7-15 110 3-15 0 0 0 0 TC "r- 5-7-5 5-7-5 4-8-0 DCI ~ SL 14-7-15 NO 3-15 30-0-0 0 0 O 0 I" 1 1:1565 U: 391 30 0 0 A:1565 VI 391 Job: q11410 Nark: A4 1 Ci1D2 300000 4 2- 0- 0 2- 0- 0 Seale, 0.126` - 2' 31. 15-9-12 110 3-15 0 0 0 0 TC 1 a 1 15-0-0 SL 15-9-12 NO 3-15 O 0 O O 30-0-0 1c Cant:4- 0- 0 11:1115 0: 552 DCI 1 1 -2 -LF 1 nG} 30-0-0 0 0 0 R:1316 V: 321 .JOb. g11410 Mark: Ai 11 TR 100000 4 2- 0- 0 3- 9- 9 Scala: 0-123- - 1' :abbil0 Enginae6rq, fnc�UYIne R, 0 1936-2000 Vwsion 260505 MUl:ple 04wi+91 par Page 2119!2010 2:00:50 Ph1 Page 2ef 9 SL 15-5-12 NO 3-15 O O 0 O TC1O7.1 15-0-0 5-11-11 5-3-15 O (- -- 30-0-0 SL 15-9-12 80 3-15 0 0 0 O � N F 11C1 A:1565 13: 391 30-0-6 30 0 0 8:1566 0: 391 Fi Job: 411410 Mark: 115 3 T1 300000 4 2- 0- 0 2- 0- 0 Scale: 0.221" - 1' SL 11-1-15 NO 3-15 0 0 13-11-4 cc 0 0 00 w 30-0-0 81. 14-7-15 60 3-15 5-7-5 4-8-0 _—L 0 0 0 0 1N 1 n Cant:4- 0- 0 1:1115 U: 552 2c1 4-2-12 1 4S - Job: .411410 Hark: A7 30 0 0 R:1316 13: 321 j1 CISP2 100000 4 2- 0- 0 2- 0- 0 Scala: 0.128" . 1' St. 12-6-21 SL 12-6-11 HO 3-15 HO 3-15 0 0 0 0 TCI N 9-11-4 i 20-0-12 r 30-0-0 4-11-5 3-0-0 11 10 15--.....•—e4 F4-------11 10 15 0 0 0 J Cant:4- 0- 0 6:1S15 U: 552 8C 12-12 1 8:1316 U: 321 30-0-0 J 30 0 0 Job. 831410 Nark: 24 1 CHP2 300000 4 2- 0- 0 2- 0- 0 Seals. 0.125" • 1' SL 8-4-6 BO 3-15 0 0 0 7-11-4 111-11-41 17-0-0 1 30-0-0 SL 10-5-L1 HO 3-15 0 0 2LC_I.N 9-11-4 123-11-4 7-0-M 5-3-11 4-7-15 1i Cant:4- 0- 0 R:1615 U: 552 4r-- 4 r- 30-0-0 SL 13-8-7 HO 3-15 0 0 0 I.• 1 --14 30-0-6 30 00 R:1316 U: 321 Job. q11410 Marl.. 29 1 SP 300000 4 2- 0- 4 2- 0- 0 Ocala. D.125 . 1• 82. 13-8-7 HO 3-15 0 0 I" I Cant:4- 0- 0 8:1815 U: 552 R:1316 U: 321 BC 2-12 I 30-0-0 30 0 0 8L 13-8-7 HO 3-15 0 0 0 ,CIN 1 13-0-0 SL 6-3-2 NO 3-15 0 0 0 20-0-12 i24-0-121 30-0-0 IN I 8:1192 U: 287 6C1 • 23-6-8 Cant:4- 0- 0 1 1 0-0-01 0 0 Job= q11410 Nark: 210 1 SP 300000 4 2- 0- 0 2- 0- 0 Scale: 0.115" - 1• 1 Job: g11410 Nark: 211 S? 300000 1 2- 0- 0 2- 0- D Seale: 0.125" = 3• abbi.s Engineering. rncJOrene Nue ^` a 1996-2009 VersioO 268.005 Multiple Dra'..'rigs per Page 2119R010 280:50 PM Page 3 e 9 SL 6-2-12 HO 3-15 0 0 a 0 VC' " . 5-11-4 2-0-0 20-0-12 1:507.2 3:116.4 5L 6-2-12 NO 3-15 0 0 0 0 1 r' J 26-0-0 1:507.2 o:115.4 R:2974 0: 623 26-0-0 26 0 0 II 8:2974 U: 823 , Job: 811410 Narks H 2•2P CHP2 260000 4 2- 0- 0 2- 0- 0 Scale: D.145 ,. 1r SL 10-5-6 60 3-15 0 00 0 TCI N 1 4-3-5 3-4-0 9-11-4 16-0-12 1 26-0-0 S1. 10-5-6 100 3-15 0 0 0 0 1N 8:1377 V: 346 14:1377 U: 346 26-0-0 26 0 0 Job: q11410 Mark: 92 1 CHa2 260000 4 2- 0- 0 2- 0- 0 Scale: 0.142^ = 1• 08tir Engineering. nc60n0ne Pl.s^' ® 1998-2009 Versio9 26.0.005 Mulipie Orarurgs per Page Z09120102.00:50 PM Page 4 OF 9 SL 8-4-1 M2 3-15 0 0 0 TC1.01 1 . 5-11-4 2-0-0 20-0-12 SL 8-4-1 HO 3-15 0 0 0 0 26-0-0 1 a I ?,} 7 10 15 —v l 1:1377 U: 346 7361- 1=C3 26-0-0 26 0 0 R:1377 U: 346 Job: gL1410 (Lark: 51 1 CBP2 260000 4 2- 0- 0 2- 0- 0 Sable: 0.148" - 1' SL 12-6-11 NO 3-15 0 0 0 TcI61 4-12-5 3-4-0 9-11-4 11 10 15 i 16-0-12 i 0I Im 26-0-0 11 10 15 SL 12-6-11 100 3-15 0 0 0 N I --el 1:1377 V: 346 14:1378 11: 346 DCI r 26-0-0 IF�-- 26 0 0 Job.: g11410 Mark: a3 1 CRP2 260000 4 2- 0- 0 2- 0- 0 Seale: 0.141" - 1' BL 13-8-7 SO 3-15 0 0 0 0 13-0-0 13-9-7 MO 3-15 0 0 0 0 26-0-0 A:1377 23: 346 501 2:1378 U: 346 Job: q11410 Hack. 14 26-0-0 20 0 0 TR 260000 4 2- 0- 0 2- 0- 0 scale: 0.141. 51. 13-8-7 HO 3-15 0 0 0 0 5-3-11 4-7-15 13-0-0 31, 11-7-2 HO 1.1-15 24-0-0 21:1284 0: 323 6c1 24-0-6 24 0 0 0. 1127 0: 273 lob: 4;11410 Nark, SS 2 TR 260000 4 2- 0- 0 0 Seale 0.151.e - 1. 111. 21-7-11 BO 3-15 TCI 2-5-25 1 9-2-0 13-9-14 11-800 C411 0 0 19-.5-12 t " I 2: 386 LI: Ill -282 It: 495 V: 249 Ms 405 21-.0-1Y 203 Mr. 365 17: 183 Job: 411110 Hark7. ORA 2 4CA102 20402 2.424 1- 6-25 0 Scale, 0.t13 =1* XL 18-8-13 HO 3-11 110 12-8 TCI 2-9-15 1 9-2-0 1 13-9-14 1 18-2-13 5-3-3 4-7-9 L -J- 2.028 r ---- P.: 386 0: 118 BC 1 --TrZIF-2-- 18-2-13 R: 501 V! 252 2 a: 383 V: 193 Job: q11410 Pia[X; HRH 2 .701202 10402 2.424. 2- 9-11 0 Seale: 0.1974 1, obtire. EngNeeone. rt./Online Prus.. 0 1 094-10D9 Versieo 26.0.001 meeive Dra.irtge per Page 211912010 2:00.30 PM Pape 5a19 SL 4-1-8 60 3-15 TCL- 2-0-0 2-3-5 1-7-9 4 3-10-15 SC R: 279 0: 94 1-L1-4 : F --1-11-4 -Ps-Ps 3-10-15 Job: 611410 Mark, J1 4 JCA2O 11L04 4 2- 0- 0 0 Scale, 0.597. a 1' S3. 2-0-3 wO 3-15 TCI 2-0-0 ( 1-10-15 1 1-1-5 11-9 41 BO 2-3-11 R. 265 V: 74 5-31 4 SL 2-0-3 60 3-15 1-1-5 11-9 60 11-11 0 ri 2-0-0 4 1- r J 11111115 Te --- R: 261 11: 75 1-11-4 L.-- 1 11 4 Job: 4/11410 )lark. J2 5 JCR2O 11104 4 2- 0- 0 0 Scale: 0.406^ - 1' Job: 41]410 Mark; J3 4 JCa3D 51109 4 2- 0- 0 8 Scale: 0.470'. 1' bobbins EngineeFn9. ne./Oniine Plus"` O 1996'2009 Verson 260.005 Nun01a Drawings per Pape ?159.2010 2:00:58 PM Page Bof9 SL 4-1-8 80 3-15 SCI 2-0-0 2-3-5 1-7-9 1 1 3-10-15 1 NO 2-3-11 -107- R: 366 U: 80 5=f1-4 R 1 Job: 611410 Mark: 14 4 JCA2D 51104 4 2- 0- 0 0 Scale. 0-410^ - 1' BC! 2-6-0- 3-10-15 3 30 15 Job: 411410 Nark: J5 1 JG2 31015 4 0 0 Scale: 0.595" . 1• T 11-9 1 SL 1-11-6 NO 4-3 scl 1-10-3 SO 11-9 4 8C. ...._— 1-10-3 Job: 411410 Mark: J7 1 JCA2 11003 4 1-7-5 11-9 1 9L 2-0-3 SO 3-15 di 9-10-15 30 11-9 acl -10-1-5 7 ;�- 1 10 15 E+t Job: 411410 Nark: J6 1 JG2 11015 4 0 0 Seale: 0.815" . 1• 0 Seale: 1.055•• = 1• 63. 4-0-11 no 4-3 Tel 3-10-3 SO 1-T-9 1-7-9 Bch Job 411410 Mark: J8 1 JG2 31003 4 0 0 Scale: 0.856• - 1• toboins Engnese:ing, fncJDnine Pito." 0 1996-2004 Version 28.0005 MuIYple Drawings Per Page 2192010 2:00:58 PN Page 7 01 SL 8-7-6 HO 3-9 ?C' 2-8-7 2-11-0 2-3-5 8-4-12 NO 2-3-5 Cant:12 R: 415 U: 147 8-4-12 4 12 A: 268 V: 28 Job; 411410 Hark: &IA 1 JC28 60412 2.824 2» 2l- ? 0 scale: 0.350• • 1• 8L 6-2-12 HO 3-13 SO 2-3-11 0 .,4 2-11-5 2-3-9 R: 440 13: 102 11410 Wrk: 142 4 JCA2D 51104 5 11 4 0- 0 446• - 1• 3-7-5 SL 0-4-1 40 3-15 TCI 2-0-0 ( 6-0-0 2-11-9 110 2-3-11 I 7-10-15 l R: 410 U: 80 szTr- F-y Job,. 411410 Nark: as2 4 JC320 51104 4 2- 0. 0 0 Seale: 0.186" 1' nhbins Engneenny, Inc 1pnline Pius "' 01995.2009 Vo s:on 20.0.006 enutiple Oraeings per Page 20900 S0 290:38 PM Page Bor 9 SL 10-5-6 40 3-15 'Pcl 2-0-0 6-0-0 1 4-3-5 3-7-9 HO 2-3-11 9-10-15 R: 409 U: 68 A: 431 D: 215 Job: g11410 Mark: 143 4 .2C5211 51104 4 2- 0. 0 0 Scale.: 0.330• = 14 SL 12-6-11 RO 3-15 SC= 2-0-0 i 4-11-5 4-3-9 6-0-0 1t0 2-3-11 -__-• 10-0-0 ;11-10-15j 5c1 R:. U 67 j 5-11-4 Jah: g11410 Mark: 144 4 JG2D 51104 4 2- 0- 0 0 scale. 0.265" = 2' iT 5-7-5 4-11-9 LL 24-7-25 RO 3-15 6-0-0 ---- j 10-oo NO 2-3-21 13-10-15 - R: 404 IS: 201. II R: 411 U: 67 eco 5-11-4 • 5 11 4 -Q Job: 411410 Mark: 115 2 J0120 51104 4 2- 0- 0 0 Scale: 0.255 - L. Robbin EnBineeriog. Inc/Online Pius'. 0 1996.2009 version 280.006 MLlrpk Dray ngs per Page 2rt9R010 200:58 PM Page 9 of 9 [ PROVIDE DIAGRAMS AND ENGNEERIN3 LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING iNSPDJ|ONS CITY Y THIS supiNe' SUBJECT TO FIELD, -~r---`'— -- '-- TIONS Sfaane REV|EVYEDFORCODECOMPLIANCE SPOKANE VALLEY BIM WDIN m!VISION