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2006, 10-12 Permit App: 06004081 Pole Building
Project Number: 06004081 Inv: 1 Application THIS IS NOT A PERMIT • Penalties will be assessed for commencing work without a permit Date: 10/12/2006 Page 1 of 2 Project Information: ,..,I EKY Permit Use: 36x60 pole building Setbacks: Front Left: Right: Rear: Site Information: Plat Key: Name: Range Contact: KEPLER, TED F & SUSAN M Address: 8202 E LIBERTY AVE C - S - Z: SPOKANE, WA 99212 Phone: (509) 389-4811 Group Name: Project Name: District: Parcel Number: 45063.3015 Block: SiteAddress: 8123 E LIBERTY AVE Location:: CSV Zoning: UNKN Unknown Water District: Area: 21,573 Sq Ft Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information:, Lot: Owner: Name: KEPLER, TED F & SUSAN M Address: 8202 E LIBERTY AVE SPOKANE, WA 99212 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Flood Plain Released By: Building Plan Review Originally Released: 10/12/2006 By: amblake Released By: Driveway/Approach Originally Released: 10/11/2006 By: TMELBOU Released By: Septic Sys Review Originally Released: 10/12/2006 By: amblake Released By: PER LANCE Operator: AMB Originally Released: 10/12/2006 By: amblake Printed By: AMB Print Date: 10/12/2006 Project Number: 06004081 Inv: 1 • Application THIS IS NOT A PERMIT 'Penalties will be assessed for commencing work without a permit Date: 10/12/2006 Landuse/Zoning/HE Conditions Permits: Page 2 of 2 Released By: Originally Released: Contractor: ZIEGLER LUMBER COMPANY Address: 4220 N MARKET ST SPOKANE, WA 99207 Description Grp Type Notes POLE BDLG U-1 VB Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Notes 10/11/2006 By: MSUKUP Building Permit Firm: ZIEGLER LUMBER COMPANY Phone: (509) 489-8760 This Application: Sq Ft Valuation 2,160 $41,040.00 Total Project: Sq Ft Valuation 2,160 $41,040.00 Totals: 2,160 $41,040.00 Units Unit Desc 1 1 1 SELECT SELECT SELECT Permit Total Fees: 2,160 $41,040.00 Fee Amount $562.95 $140.74 $4.50 $708.19 mom. , x . AMIMMSNISZORIgM Minimum of 7.5' from each property line, 5' from crosswalks or intersection curb and minimum of 15' of separation between any two approaches. All driveway approaches to be constructed per Spokane County Standards as adopted by the City of Spokane Valley. Flat portion of a residential approach to be minimum of 16' wide, maximum of 30' wide and combined approach width not to exceed 50% of total frontage. Payment Summary: matummOVIERO, Permit Type Building Permit ....dam aaxai :.t. , :zki—, "�rv's04,t '!t Fee Amount Invoice Amount $708.19 $708.19 $708.19 $708.19 Amount Paid $0.00 $0.00 Amount Owing $708.19 $708.19 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: AMB Printed By: AMB Print Date: 10/12/2006 1 J/ 1 L/ LEIF7b 11:77 7l77JL4170f U':T 12 2006 10:04 FR Jr'.f1L GFL Pwjecct tbar: 06004081 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit TO 324156? P.01/03 Date: 10111/2006 Page 1 of 2 , roiet.t 1 n formalism Permit U:e : 36x60 pole building Contact KEPLER, TED F & SUSAN M Address: 8202 E LIBERTY AVE C - 5 - Z: SPOKANE, WA 99212 Seine) s 1 ront Left: Right Rear: Phone: (509) 389-4811 Group Name: Project Name: 31ve ALIrnation: P' at k.ey: IOW Name: Range Panel Number. 45063.3015 SiteAddress: 8123 E LIBERTY AVE Block: Lot Owner: Nam KEPLER, TED F & SUSAN M Address: 8202 E LIBERTY AVE Locadon:: CSV SPOKANE, WA 99212 Zoning: UNKN Unknown Water District Bold: ❑ Area: 21,573 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0 District: Nbr of Bldg.: 0 Nbr of Dwellings: 0 Rorie)) i tiff /121022 I l410d Plain 1 t tiding Plan Review I►t jveway/Approach 4..ff 111.1. ` O x:rator: AMB Printed By: AMB OCT 12 2006 13:21 Print Date: 10/11/2006 5093241567 PAGE.01 Project Number: 06004081 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 10/11/2006 Page 1 of 2 Project Information: Permit Use: 36x60 pole building Setbacks: Front Site Information: Plat Key: Left: Right: Rear: Name: Range Contact: KEPLER, TED F & SUSAN M Address: 8202 E LIBERTY AVE C - S - Z: SPOKANE, WA 99212 Phone: (509) 389-4811 Group Name: Project Name: District: Parcel Number: 45063.3015 Block: SiteAddress: 8123 E LIBERTY AVE Location:: CSV Zoning: UNKN Unknown Water District: Lot: Owner: Name: KEPLER, TED F & SUSAN M Address: 8202 E LIBERTY AVE SPOKANE, WA 99212 Hold: ❑ Area: 21,573 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Flood Plain Building Plan Review WatiRgt Released By: Driveway/Approach Released By: Septic Sys Review Released By: Landuse/Zoning/HE Conditions Operator: AMB Printed By: AMB Print Date: 10/11/2006 Stitikarte Valley Community Development Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)688-0036 FAX: (5�09/�)68$-0037;',; iR :vw.spo1Caneva�..lev.nratki PERMIT NLTh' ER: -LAM I Residential Construction Permit Application o New Construction o Addition/Remodel o Other: PERMIT FEE: rn3 117 T4ccessory Bldg ❑ Deck SITE ADDRESS $ /13 4 a - /- , 6t rly SC4,r e. UQ dry pra 'M ASSESSORS PARCEL NO: 43,06 3. 30 /r LEGAL DESCRIPTION: Building owner Name: 7; d Address: 8 4,13 City: Iran e Phone: i - 1/8' le /le4ler sf LIrrfy l/4 /ley Zip: 9 9.2 / 2 // Fax: s"J2-'1 73o IContact Person., Name: T; K,,,„4„ Phone: i-.1, - 71i-4 Describe the scope of work in detail: It x4° x ,s ' Pe l& bs,./',,: _Contractor.: _ _ ... Name: x,83 y ,S Address: A /,2 1 Ner t/,Hwy '11 City: 405 t Fa/4 .1 b Zi -P: 83 e,5 `/ Phone: .408- 777-i955 Fax:..M e- 2 7 7-1.ts Lic No: Exp. Date: City Business Lic No: Cost of Project: $ �.�,000.00 **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: , f l8'G DIMENSIONS: r 3k1x6o'xLr # OF STORIES: ora TOTAL HABITABLE SPACE: Asloe, .srPt MAIN FLOOR TO SQ. FTG: Z "--- 2 FLOOR SQ. FTG: NA GARAGE SQ. FTG: 71r- Z / Co 0 UNFIN BASEMENT SQ. FTG: g DECK/COV. PATIO SQ. FTG: ^/.4 IMPERVIOUS SURFACE AREA: A/A 30% SLOPES ON PROPERTY: 4/A SEWER OR SEPTIC? FINISHED BASEMENT SQ. FTG: A/A # OF BEDROOMS: ,d4/ CONSTRUCTION TYPE: HEAT SOURCE: 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 be processed. Signature Date Method of Payment: (Faxed permit applications will only be accepted with major bankcard) 0 Cash 0 Check ❑ Mastercard ❑ VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED 6/252005 ❑ Other SD a\itlley � 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206 509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall@spokanevaltey.org Residential Plan Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22" X 30" attic access location ❑ 18" X 24" crawl space access: ❑ One-hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Fumace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information 68' 66' 60' 58' 64' 32' 317'6" 37'6" _ Septic 5•— 26' Sat. Dish 32 4" 513 1 24'4" Water 0 126' 20' 12' 62' NORTH Ted & Susan Kepler 8123 East Liberty Spokane Valley WA 99212 Parcel #45063.3015 Property 21,573.00 sq. ft. House 1049 sq. ft. Garage 312 sq. ft. Deck 120 sq. ft. House setback front 37'6" east 7' west 8' Pole building setback rear 66' east 26' west 6' Pole building distance from the house 122' Pole building 36' a 60' a 12' 2,400 sq. ft. PLANNING DEPT. APPROVED BY: C DATE: 1/1/6e0 Liberty Avenue Powe 0 12-0" 12'-0" 12-0" 12'-0" 12-0" 12'-0" ZIEGLER LUMBER COMPANY 2121 N HWY 41 POST FALLS,ID 83854 (208)777-1955 FAX: (208)777-2056 12'-0" 12'-0" 6x6x24' NOTE: ALL INTERMEDIATE POLES ARE 6x8x18'. ALL OTHERS ARE 6x6x18" UN- LESS OTHERWISE NOTED. TRUSS DIRECTION 70'-0" 4x6x16' - 6X6X20' r 4'-10"-1 36'x60'x12'4" EAVE HEIGHT MR. TED KEPLER 8123 EAST LIBERTY AVE. SPOKANE, WA 99212 (509)532-4756 12'-3" 12'x10' OVERHEAD DOOR 36'-0" 6x6x20' ri 11'-9" C C C 4/12 ROOF PITCH - 40 LBS SNOWLOAD VAULTED TRUSSES 14'-4" 15'4" 15'4" 16'4" 16'4" 19'-5 2 17'4" 17'4" -.al3'2'� 0 18'4" 18'4" 19'4" 9'6" 20'4" 10'6" 20'4" 10'6" 19'4" 9'6" 18'4" 10'-0" 12-3" 36'x60'x12'4" EAVE HEIGHT MR. TED KEPLER 8123 EAST LIBERTY AVE. SPOKANE, WA 99212 (509)532-4756 18'4" 17'4" 17'4" 16'4" 16'4" 15'4" 15'4" 4'-0'b 4'-10"111-1 12'-0" '-10" - 12'-0" 36'-0" 11'-9" 4/12 Roof Pitch 3'-2" - 12'-4" _L_ 13'4" 13'4" 14'4" 14'4" 19'-5 2 15'4" 15'4" 12'-0" 16'4" 16'4" 17'4" 7'6" 18'4" 8'6" 18'4" 8'6" 17'4" 7'6" 10'-0" 1 12'-3" 36'X60'X 12'4" MR. TED KEPLER 8123 EAST LIBERTY AVE. SPOKANE, WA 99212 (509)532-4756 16'4" 16'4" 15'4" 15'4" 14'4" 14'4" 13'4" 13'4" h -a 4'-10" m- 36'-0" 11'-9" 4/12 Roof Pitch 1119 Job Name: Truss ID: ST36G Qty.• 806 X -LOC REACT 512E 060'D 1 0- 3- 8 49E8 7.00' 4.94' 2 35- B- 8 4968 7_00' 4.94' BRG REQUIREMENTS sham are based CNLY ea the truss material at each bearing MAX BEFLECTId1 (span) : 1/502 NEN 9-10 (LIVE) LC 1. L. -0.73' D. -0.11" 7. -0.84" CUTIGII MAIER ACES: TC CUP. CUR_ Li 63100_ OCR. CSI 1-2 -11143 .1311 559) 1_ 0.91 2-3 -10701 .131/ 1663 1- 0.09 3-4 -9903 .1511 1505 1. 0.93 4-3 -9602 .151/ 1503 1- 0.19 5-4 -16701 .I51/ 1663 1. 0.es 1-7 -11341 .1533/ 1510 1.60 0.91 8-9 -14404 (D)/ 10434 -1DJRS) 0.7f 3-1.7 -a35 1.461000)3/ 7076 1.16 0..10 19-11 -435 . / 7074 .15 0.10 1L 12 -1404 1.603/ 36411(2 as) 0.76 •W1 COW. 1:111.),4 MIS. 011. 532 3-9 -2441(1.50)/ M2{1.15 0.121 4-1-441(((11.NA1 1252 .15 0.0.62 4-11 -9271.x.pJ/ 12 52 15 0.62 5-1.1 -2927 .15)/ 447 J.10 6.96 6-7-14 TC 2.0 Oil 2210E-6.91 C 2.3 D? 24C419-1.04 GM RN 2:4 t t 3T-0 %;' 4-1_1 2.4 04L 42 3 Lmber sheer el bombe . ere per IQI. 160/LIC lit. raT:ss ere based an Tunnyy and assuage as rewired b/ I5C 1703 trod ANSI/?PI and are r4ererd in avai1sb1e docuasenss such as IC30 41607. MOT leaded far 200 lb nen-.cnrsrrent moving 6011 due to sulfa tient total access tion belga. Cale horizontal snot, ere 2a 4-aeh material spaced at 24.0' o. c. unless need ethers' se. E.] D.b1• br'airy roorlred 9 42" intervals. if emus. 0.r rid load .o 1ird re face. Sae "General Gable Ottaila 010706.0035_ Designed far a oast -fire building application. lMXA-16 1 0-7-14 81 W:700 8:4968 U:-745 TIMBERLINE TRUSS 852North Freya Street Spokane. I04 99217 TRUSPLUs 6.0 VER: T6.5. 0 1aa0 10-0-0 1$o-0 `•(1541 RATE 14'Qro1 0540-11* leis1C tonere. Designed per 8391/2PI 1-3007 ibis design does net account for long tern time depe-den Toed(n9 (creep). 3uilding Out gnu oast Accaant for tact. aster to Jain x Detail Sheet far Neta. laestienl Tolorrce used 11420 0053151 0S THE ccerce118 RESULT OF '311FIPLI LOAD CASES. IT HANGERS Alf INDICATED OM THIS 014d19C, MR AAI 0509 CM 1.3' HAYGER MILS. FCD 1-94.1 M0 5' NMKE9 NAILS FOR MILLI -MMT GI8.3115. IF 2.1' G1ai NAILS ARE USED. THE NANCERS MUST DE RE-EYAlIGT4D CST 0754(115). ASCE7-02 51.311 LOAD DSSI06 ci rEus). 99 40 psi, Ce . 1.0, I . 1.0. CC . 1.10 Unbal arced snow toils are based 0n profl le shave, cal us note! est...+.ise. 8-0-0 28-0-0 1B-0-0 10.0.0 36-0-0 S•MX'6.16 23 0-.00 R8-8 4 5 8 -4.00 4-4 S MX 6-16 44 I li �I 6.8 SA -5125 8-8 0-7-14 7 36-0-0 8 12-5-4 12-5-4 TYP'.CAI PLATE : 2-4 2 10 11-1.8 23-6-12 11 12-5-4 360-0 12 tern Nies aro 20 • j erten 670o vas by 1 118 ga),14. 7f a ea 3MC'9Jd 701121Aacia� r pseuul Raicrt Grid fasts Mara A. era ashlar as shaper. awes. wail stud • etas D& ed >w s sl 14 Read all notes on this sheet and give a copy of It to the Erecting Contractor. Thu deign Jahr n lees Valens eanparee tr.1 bee gran n Ire been bsomd on vecrealkeu pmMad trleis oanpvsrl-sraf.ctsr ed cb:al el eamrdenceorlo ma 1482 versers-t Ti mud Ar:AQdye sienhicia. do mspans3 It b mammal Mames:aria resasr. Canaiar use le beudfadly ihooanPanrt rreniatlarveMRr kid:a dodgier prow ebicelion lh. b3dngdwito *eruct .eta -el. hat U.:a i. .46Oda1'34. 6..n.600doi maid the lasing i1115 13 Urlmai WW1; code oriel Da waxiereFTarks. TMatipr aemunrle.t ha lap third le Wanly brra0871.6eoal cr lhcr eleat136g r4 dm :yeses decd a Wantptncad Iva /dahea111rip m l.WQ0.Uy alm0.dl erler eleerdr whet feerre emrsmlabr 12i 04901114 aervreniarenbe.anyto reduce Lazar 1ny-55. era nanponrl Mel n016.0111406any enol-.r_ail gist eilare1--4 mime meet M Fugal lo saer.d I Pheni'v cause oa-a.0s pomrmrot liotriata. lw:lu iub1 mrd brace 956,.no i1 mac Menu vdh 401045146604* •.o0. rd•_12Fg Dalai FYpcd.r evelabla44. satedIran Lerma=num •2wwTw 1', v7TCla r . •Ahad two morn a Anar^o aeaat tinge lin.lY'Skihank auLi_50 cconcreerr 5.41F -ETT -.4Fo7IN6notr - 6C3E 103) end '303 EUNSG1di7 SEE=19• trr 92727. rad TFI. Th.T.aa ?binsllam crony. bested Y 313 0:MM10 Drhr. tbdoe, Mra-ar 537:9 T-is4ns Ian Area mrd Paper A1.oca[on 1•0-35) Wooled 411111 19h Shed .S.W. Se 4001 4v.Miig ais 003003. ;tris vies. tilbcussiedg e704o1d.9162109 aiph*d aaa 4. c. TC 21.00' 0- 0- 0 14- 0- 0 50 120.20' 0- 0- 0 e4- 0- 0 091.1FT tElrTtOd(A Su6port CSC a n6 s .-154 rd 1 -743 2truss is Sesi Thisg90ei using the ASC1:1-02 Wed Scecifiution 00119 Esclued . Yes, Impertrnc■ :actor . 0.17 Truss Inc/Mica . tlpc ♦id Zan. 1Lrrlcaar/0cesn 4.13.. Ne1. Category . 0 bldg Lend.. 10.00 ft 31d9 Width . 36.00 ft Man reef height . 15.13 ft, .0. 33 17I lo. Hazard,Dead Lced . 35 psf Designed as 71sn Wird Forts Iasi sting %yecas and Components and C2■:d1-g Tribnery Amu . 216 soft 82 W:700 R:4969 U:-745 2/10/2006 Cust: liO: Drive_Lstock-2003_L00005_300001 Dsgnr: RM SLC = 36 'NF: 3265 TC live TC Snow TC Dead BC Live 8C Dead Bldg Code: 40.00 psf 30.80 psf 5.00 psf 0.00 psf 1.60 psf IBC -2003 LiveOur L=1.15 Pe1.15 SnowOur L=1.15 P=1.15 Rep Mbr Bnd / Comp / Tens 1.00 / 1.00 / 1.00 0.C.5pacing 6- 0- 0 OEFL RATIO: 1/240 TC: L/18 900Z/EI/Z0 LSZIL9b509 3N 11d3EW I l Job Name: Truss ID: ST36 Qty: 1 BBC X- LOC REACT SIZE REQ '0 1 0- 1- 1 4966 7.00" 4.94' 2 35- 5- 1 4966 7.00" 4.94• BIG REQUS1ENET(TS sham are based (AU on the truss material at each bearing W DEFLECTION (span) : L/182 MEN 9-10 (LIVE) LC 1 L. -0.73' D. -0.71" T. -0.84" O172(11 MEMOIR FACTS: tt COQ. OR. ))))/ MRS. DOR. C3 1-2 -11162 1.13J/ 1119(1. 0.91 2-3 -10701 1.15))J/ 1503}51.67 0.19 1-4 -9501 1.15 / 1103 1. 0.15 4-5 -9101 1.15 / 1151 1.60 0.45 3-6 -10701 .15)/ 1561(1.10 0.19 6-7 -11162 .15)/ 1579(1.6) 0.91 BC COPP.'MOL / IDS. R. OI 1-9 -140611.60)/ 111413 15 0.26 9-10 -41511.609/ 7076 1.15 0_91 10-11 -415 1.60)/ 1026 1.15 0.49 11-12 -1404(1.6 ))/ 10413 1.15) 0.76 1.1 C I0'. 1. )/ TE3S. CDR. CSI 1-9 -1.927 1,15)/ 447 .17 0.98 4-9 -441 .60)/ 3152 1.11 0.62 4-11 -441 677/ 3212 1.1S 0.62 1-11 -1927 1.15)/ 417(1.60 0.90 6- -14 TC 20-1 WI. 22SCF-19E IC lei DFL 264CF-2.11E 6ER 214 Oft /2 9-4. 4-11 Weber ahw all.obles Are ser 905. THIS 0651631 IS THE CouessIT0 RESULT CF MLLTPIE 10.60 OYES. IF H.5YGE1S ARE I900CATF11 011 TNIS 059160, llgEf ARE 52560 011 1.3" 1IANQ9 .AILS FOR 1-71.1. AND 3" R49CER RADS 3556 MULTI -PLY GIRDERS. IE 2.5' 5119 NAILS ARE 0500, 111E 14410613 MKT RE RE-MU/ATM 011 6MME/SS. A3027.02 LRCM 1043 0E3I01 QIT PO - 40 oaf. CR • 1_0, I a 3.0. CI • 1.10 Urbal faced crow load. ore based an p..ff14 sham. unless noted otherwise. Designed fad a post -from building application. 1 MXiE-16 z 0-7-14 81 W.700 A:4968 U:-745 TIMBERLINE TRUSS 852$ North Fre a Street Spokane. M4 99217 TRUSPLUS 6.0 VER: T6.5.0 10-0-0 10-0-0 16-o-0 8-0-0 18-0-0 1 2 3 5= -8 4.00 4-4 \\I.WB-16 r- 6-8 ^.�=H5125 0-7-14 R8•B Cesagnd per ARSI/TFl 1-2072 This dri4n flees not acwune for 1tagy tart : 6.. dependent 1oo41rq /creep). bail ding Designer suet account for this. Refer to 10465 415 Detail Sheet for S1.aie1. Rotational Tolerance aid IRC/IIC truss plate salsas are based on testing Arai atprarai as regal red by IiC 19-31 and ANSI/17I and are reported in gr ail able dacaents luta as IOD 41607. NOT loaded far 200 lb net-ctncurrent . °alrq aRl du. to surfffcl eat total access fret belcvr. 14 8-0-0 26-0-0 18-0-0 113-0-0 36.0-0 58 4.00 5-8.8 7 6-B 36-0-0 B 9 10 11 1234 11-1-8 12-5-4 12 12-5-4 23.6.12 36-0-0 C� alesaendie eZie9Llle;rrispa*iB006daa6sEtaxeTRDDn gr. 4AidpRtpt42144731l1ralncFlates(Rlataple. Tuts design base/ an r5.rd bra clog applied per the 0llaefaq sthe:ule: rata o.c. frog to TC 24.50' 0- 0- O 36- 0- O 9C 120.:0' 0- 0- O 36- 0- O ORIFI RFACIIC01(S) 5eup0rt 3.604 "int Nm -Wind 2 241 lb This truss 1s Maigqnd using the ASCE7-02 Wad Specificatfan 11 dg fnelesd >• Yes, Importa.14 Factor - 0.17 Tress LAClti*n - .tot 'nd Zan. etdg Lenygth ae°60AU 3.0 01dg raweCdateg ed,°g°f 50.00 tz Mese rest height - 13.13 ft, 3*h • 95 Yet too HuardRead bad - 1.6 Eapaf d DesigQnea Mai .• Wind »rc■ Ratifying SYstr and C.p0nnts and Cladding Tributary Ise. - 214 sgft 6- ••14 82 Yt:700 R:4868 U: -74a 1SHIP 2!1012006 Peed all Rotes on this sheet and give a copy al tt to the Erecting Contractor. Thb /edge Wm Eaifig ebmpannl net tuna seal an. 11las tges bemoan ap.d1sabtem;nnaalby urmrponrt arOn easier sed lore i. 11aaaloricswih Tao arid weirs WT1011d.1FPA drtye 0351,23 9b rspeaubicy 316rund ear dmraari warm* Gimmes a.1. blilsirloty Evmrponst l,o-. d.arardor Meng d.ekaarg oar 1s t k:daf The biding d igasm11d 12314131344 Imbeds salted in des dsgr nnea•te greed IM esdr9 Ingram! Ey rs iota buld-q oad6 wJ1-n paa.2Jv 3131.111[ The deal, ower /Who by dead is Wendy traced by the and or rag 4hrOr9 mama totem --tend is bas•J15 b9oed by l.-Igd *a rbIng °31111.14md19 allacha0. .lrac5Wnde. need 3fatbgshows bear Wand espial dsa.pa•3Ymsaeara arty le agate tuabglgn3i Tai m.pc.rl alallod :e paced iasry manna 0-1 ret MI sE1*. O. micas atom d Ih.xodJb nwead IS•i s4lor time co 3elorpteemnusi. 17e62rt5 roach basil oto tares e1.r-m Ir actsadu¢rwu 1 . emnbg gouda'-Xrt *Id o.ioy Debi Raptor/ G ori■ as std tram Tn a.l..s.Mla. .4.123/171 V, 'TCA r•Wiced T:oa Card of31.eria9.WIadCsig1Peeprnsbfli.'B11L]1111 OCLPC?EYT SAFETY HA-RRAT99*• 1.C3 1-069 war RCS e1.141Aife 9FEETY.y EMS l sea TR Their r Fade laarilJ. &TF1) b loa41d al 503 0Cloab Cam hldbcet Wlbmndn 53711 1ToMne ical Ansel and Pros Adm a{ua 1.AP7p o bawled 01 1111 fa Brad. lhY. &alga Wad:byr. Tit 354315 Cust: 'O: DrivejLstock-2003_L0000S_]00001 Osgnr: RM 1110 = 36 WT: 267# TC Live TC Snow TC Dead BC Live BC Dead 40.00 psf 30.80 psf 5.00 psf 0.00 psf 1.00 psf Bldg Code: IBC -2003 LiveDur L=1.15 P -1.1S Sno2Our L-1.15 P -1.1S Rep 4br 8nd / Comp / Tens 1.00 / 1.00 / 1.00 0.C.Spacing 6- 0- 0 DEFL RATIO: L/240 TC: 1/18( 900?/Et/Z0 L9ZTL91?609 3N I-1d3EW I1 13 I> m m LO FROM :017 Attn: From: FAX NO. : ZIEGLER LUMBER COMPANY 2121 NORTH H.W. /141 POST FALLS, IDAHO 83854 PHONE : (208) 777-1955 FAX: (208) 777-2056 Spokane Valley Building Department Anita: Phone: 509-688-0036 FAX: 509-688-0037 Michael R. Tinsley: Estimator Ziegler Lumber Company Post falls, Idaho 83854 Uct. 1b dIJOb 1:17: H9 ri Rogarding: Permit it 06004081 Mr. Tcd Kepler 8123 Last Liberty Ave. Spokane Valley, Wa, 99212 Pole Building "INSTALL" Package from the Ziegler Lumber Company Post Falls, Idaho. Please rind attached the Stamped Engineering for the Trusses to be used on the Pole Building for Mr. Kopier. Please note that the Liable Ends will be Screw Linc Trusses, (2) of the intermediate 'Trusses will be Vaulted and all other Intermediate Trusses. for this Pole Building Project will be standard flat bottom cord. All Trusses for this Pole Building arc 36' Wide, 4/12 Pitch, 40LH. Snow 1.oad Top Cord, and standard I PSF loaded Bottom Cord. These Trusses will be manufactured by the 'Timberline Truss Company and Installed by the Ziegler Lumber Company per manufacturer and Wambekc Engineering Specifications. Please contact me if you have any questions regarding this set of Stamped Truss Engineering for the Kepler Pole Building Package: Permit 1106004081. Sinceroly, Michael R. Tinsley: Estimator 10/16/06 M. T. OCT 16 2006 10:04 PAGE.01 16 -4J1b by:SdHM FROM :017 Job Name: KEPLER 017-702486 9Y 1_L4( MCI LIIl 114') l 0- 4. 4 Y99 4.411' 1.94" MS 11794n111101T9 Arra are hoer MOLT as tae taaa 61619.1 Ot 66 ben iwg 11.11 etrIACT149 (wow) 1 LIM lm 9-14 (LIR) K 1 41 1W iron 1 a 7" -4.17' 6611., >1 1349 1. Mas• O 1.6 -IMF I.u)))( letl��!M- 44 -181 164 4( 6.8 1-4 .486 1_I t 64*((((/.•• 4.17 ai 1.1 ! 14411.4 4.41 4-7 J*1 I. t iYt l.e 4.91 ►1 -334111. / f6y t. 6.0 C 43191".r. SS/ Toll. ) 141 /-1 -SSW l 1.13 a� .II - Y)/ 16 1 1.11 11-1/ Y))))/1 3046(1.15) 4.0 411.0 1• ! llea(t_11) 4.e V • .*1 1.4 / 1 ft 91 4 OW - t Ine. 3-6 1191*((((I.11 / 4.4 4-9 -9114.R -441(1.1 a .4 1.91 Truss ID: T03 11 t5/ 911 ZI.91-1.111 a 6 6Fn. :.ea m m 171 6a 9-4. 1.43 46 NU Ela 167. 4141 11111 66wa MB. MOW lb 1ME�46II 1141321 N 119.1911 1.040 moa. u left CU 13067111 4 110 1.11416. VW AXE 1439 4 1.1' SUMO MSS Ia 1-171 na r• 911® 91111161111117661 ®It. 17 1.T 6 611 AWL CS/91. t>i SWIMS UM 911 SI-1101J11TO (17 41113•0 MI= _da W74 3414 04644.13461: h, 9/ psi', Co. 1.4. 1.1.1, fa. 1.1e T 67-14 t.1)411-20 T :MBERLDUE Cir.40regri MUSS SSLS yee SONYrwje Greet Seeamer, 111. S 11II�LUS 6.e Y?3: . I 0-7-14 e1 WACO R:49603 U.-757 1 184-0 INabrorims snd u 1444 1.1/11_ Lie. Sr 666i.osils (I1111n1441-ant .eh). 646 asevvrs 1-9149 dloo. mot room. for 10•11 tory, tea. modo'n'aadfor Ws.. 61119)14 0.J.444 4.6.1.4 flow 14. r4ie +Gail .1 714..-_ ...a 116/1611.1.1 4dsa. nine. sae+•..1114 nm r tlL i l 6 s�i.i Ladle aaasssa d as I all_ La6d • fwd M 141 w..6646 1441, 66 M /e 11MM. -sa.aa ...:e1 4411 (.l7.. 6+14656 66 aa. 4. 4 6.411.3 TA 14.4' 1. LL*1 416.4.61ae�iM_ C1.66]If-.741/ 1114 a N• irr.J4. m{.L' d 4 fb. 16.==.1 4916. 3.64+11• A11►0- 6161 R1. • fat-f4sa 41)16; NWlllntil.. 18-0-0 2 3 R8-8 4 5 6 4.0 7 Is T1 3 /Mil I 8-8 S J6-12 0-7-t4 64 35-0.0 8 9 10 11 12 TYPICAL PLATE 2-4 .4dpt SP5x113p414 1npe .b(a111)o.NRI.Led 0Mes 43 41 o*"X.U-r.e*pfsg pr{ [or'stai+6). WA RNINGRsad an notes on this sheet and give a copy of it to the Erecting Contactor. r.. 0179' (luras inn ONbdd•:1w41ea•.rtatia•1!d.rt 111x_44111Wand 4e 601adinswas1 bf 55511Mnaa4itlu.' and Ova i4.47CAWr11 off -I, anadroams C=.4 Moat fi6AdudLs' Wref udo. 1k r166o.:alb Mit 6ainal Ia• On..1aul es,44-7. 6166 6 Kis allot q:w wryer Art rlara Mlle bolds, 6 watWa'* laere4 as The 676 nut 4661011*4e1 wala %Aae o,ts4Miirmeal CoI4.664.44444 iegn.ed WVr 611:114')x1• was meinaWarlu. 60654.46=acla! a/ ,ulam. 46444 W Fe nd.lrf.a /-6709/-04 m 446 66absd MAW.. 41 Aar 0 4114 Frat0 QOM.afarlmars; 1.44145515.1111 616 ant Ca sal be:a141a0t'- 1141 6-.96461n 11.66atino14 .rm•n4-I 6 413 mu.[e miYJ! 66. v1996.= muffled IS% ' cu, wrneacu plue966466. 4rdai nn/ s4 ban Ota 7146 h e4=/d6ro1415.14 66)6(99ai"Jar raW:na] 1dI Wpm' santall n(W61415664.4* aft .4 44191111. .1(IJ44'.V.r4d 75G4444 47.4+111+441667.44), R4156%4. 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Issatin. s WO Ims . 11c 691'/4 L( - 1. . 6�s 64 IUp laed , 411 111 R. 164 11116711:4: f 4e ..d r • Mil R..4 i 6 V - leer 6 4 . 1.1 1d m Iser r Tied kart Mi66144 lawass siddas 16667 Oen _ tie O 67-14 isigP 62 W:800 R:t958 U'-757 10/12/2006 u1et; zta1 FP 10: arive_8_1084S_L094eS190915 law: 04 443 41 1.1.1 2414 TC Live Tc Saw TC Deal 2C Live IC Dead gift C e: 40.04 pet 24.09 psf 1.00 pr 0.00 pef 1.00 per TIC -2043 Livelier 1.1.1! 1=1.15 SeedlQ Ls1.18 8=1.15 2114 Mier led / .1.1 / Tar 1.04 / L.44 / 1.04 O.C.spder O. 4- 0 111L ■4114: L/844 TCS 1./1 OCT 16 2006 10:05 Job Name: KEPLER 017-702486 Truss ID: T01 Qty: 6 1.0 1 -ll( luc7 OS 0/x'0 1 •- 4- 0 N0a 0.01 •.M' C 3S- 1- a 4000 1.11' 4.$48 IOC O{011NIM6 sa.a. a* tact WIZ .� t1- trim .rtg.,a}elal st soda L.sriat Ill 61111TH® (.}.a) : 1/413 1191 1.10 (1143)LC 1 • •0.75" 1.e .14.12. 1= -0.07" WINAL MOO Mak IL •ll=7 14 44 34 •41a 4.8 .9548 to -MO 47 •U 4 -. 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IN 1 towing ocamid rime 4 T 113.81" a - S- • 4-4•• Id user a- L • 11- 4- • 331163 �re.i g >✓ tti 404 -7111 Id MOO • Ille Mal 11/1/3 trews Lam • did: On 8.. tSrJ. t TIS tr.res�e ' •.p 11.sie.o/•..r Lim s ,3 51ism Ward..1.i . 41.14 N. 1 11.11.31 64¢x.ee ft • m t.. raga Dowd Cart : 1.4 err learir so Ede 111.1 14.4 tertadase Vera set r9.1.seetso awl 1134195; 1114444dy Ono a 473 .01 1- 6-7-14 1SHIP 1011212006 1 11flBER.Li1TJ TRUSS .Mier. 15 "'Iarleee TRUTPLCS 6.0 1111: Tit • 5.41 WARNINGRaad all notes an this sheet and give a copy of n to the Erecting contractor. 13.9145714,1f .n C4•191/ ef idly 9,die1.n1f.14..4 8' I -4944n 4naeed 4.491413/13P.Mdu. 1144 an4 041 nsrufedirar 41•2 ft.to:ccrelo..its/..Vr.Itw1K-. I'f7 an. MTA col". 44-43/11 *1. •04lalafer Ya4t.e.Gi:. 4le8.*-41 smudgy Offaabl• aMI a..viled Who OCnpa'81\a 11...83.' 411%7 SCIrelf itaWIN340f8181•88. 7. 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CC 1:03A Nen rim 11 10 De ave X_1111613.09006JN01S lisp.: 1113 *LC . 61 Tr: 26111 TC Live 2C 0w. TC Dead DC Live DC Dead 40.64 pal 36.10 pal 5.30 par 0.00 paf 1.06 pat 1144 Cadet IDC -300'6 Live'Q L=1.15 1=3.15 S.. s- L=1.15 F=1.16 Its, IIbe 6.! / C.sp / Tess 1.14 / 1.00 / 1.10 0.C.Ipaeit 6- D- 0 6EIL RATIO: 1/144 TC: 1J1111 LTO: W0d9 Wd6S:60 900? 9T Job Name: KEPLER 017-702486 INK i-1117 mc1 1m Earl 1 1- 4- / WO 11.1111. 3.31^ L 39- 0- / 1069 /.110" 5.34" IIs lt1011sAORl .............. 19961 /t;,! OS t!r tits atter lag at ••13 bass -fug XIS 16711[!1. (d1�ss)��� IJRIT m 11-31 (tZY1) IL 1 L 2" 3=M. a-1324. i- .1.78" all=se m. )/ •. an 1-2 1.l1)/ EU 6.11 1-3 lap .111/ 111771. 1/11 3-1 l 1.1.3 / a_ WAS 4.4 SA 1.ii i 0p hl 1.0 .73 0.73Ta / 70(1 1.71 4 L -\ 10.121. / 98 114 4-10 1221 90 1. / a 1. 1.98 11-13 »1�98t.a / 1.; 1.7. 1t m. / 13121.41131. 13.11 113! 98/ 1016.11 U-1• / 14.11 04.•1 / 437e1 15-0 1.98 / 11154 14.0 I. / 122414 17.11 1. / 141-- Truss ID: T02 Tnf OE a 31ia.tI ® 1112 OOW is 0140-1.0411.7 216161 M IOL 98 Law ism bras Pr It IC I 11..rtialalaa�t eattat loggia1 1.1. mad Wirt eras *babe 041_ are �i am aZIE ✓ -t'leV��9denaranarts - :Eared ia g ata Mi lar+/ r 1. 70-a-amalavat 1m. 1044/.• 4• a• 16 aa-nrerwaa awing eat R.a1b.i�1 ora. • 1411 • •.[1.:11.. - 4.04 1 . fslOd Er a pat -tram ball aim - e9*11-at-. 6-10-0 54X18-20 lI 0-1 W:800 R4969 U:-758 TiMBERLEVE 1wss MUS liorth �ln217 11! Slftert Spokame, T61J9liU& 6.0 PEI t 76.5.41 1 18-0-0 Mlaa • mi1+1 ilietailare•a(( mei laid el IW1-114$ mot). . tr p.rl 111fo. 7a347421.0410.4"Ser. +odea'=` 1404 met �4t Car i ems es N49�lar rats' D.•a6 (erre, aaMct 12adann- sec ave OK d... WtMEM nIli tvo®WS= f DICCUPUI617\e ami 04114!0 t 7m 9811211•. 7137 AIN ale W LW. OMR Inas is 1372 MD 1• MAO MIS e! 111171-0413 COVIEN. IP l.1l' e13 haus a>d lip. R ■03.17. ®1 131•.. WACROe (13 MIMI- =Oa ma\ awls mal 213715112 911 40 par. 4 = 1.•. 1 1.•, Q . 1.11 3 4 5 5=6.6.8 4-4 R5-12 11.0-0 16 7 8 9 -4.0x1 10 11-6 12-''�►�`�� 1.54 17-4-0 2.2-0 1.1.5a 54X/8-23 3-6 1- 12 13 14 36-0-0 17-4-0 15 16 17 18 ag9 W800 p R:4060 U:•758 Qty. 2 71d. Astor, Wang - awl *radar applied .Q an Ill Oahe reglad eat lilt 1LL14 Tana • ski- 6 B 14..14• •-fY• 16•- • Import 6C IMO Ta.-99ad • -Ea lh L- *rasa is V Ip.d Naiad the 1/121.111 111.01 fIcathar 14 I k fappr sea Maar a 1.14 �ho:a 11.4 la Lava isarA hbdag t = a Mfg tamocilk 90.98mLa11..4211111111110 OS Pt MAIM a.ittda 3.1 11404d 42 Zola r1 7.d trouts 7 arm d14 & ft 1 6-10-0 "SHIP ni-V file PI,1117311120 03. unllaa them sn 76-'+f 8 ge) •ii.'tgtg1J a'l e-FiWVY, 2� pB I, 0176/770 F1 J/PY 1815 aKr- Cr tts315.54'71911 tam/ 1'1.1117 a -e 90709098! 1+ l 141137567.0 f h1g gelIe II 1 fi0W.s v a.+e1s119eTIOP 1 rharc.4ra1 ate/ a 14aPb�� WARNINGRead aft notes on this sheet and give a copy of it to the Erecting Contractor. hanlatan a fat aw laddledt 3.Oe 710314>.rrl-atoms oarlock. /tot 54.44.4..201204.01a41 or, 2524e1+ lis earp,at-naefssrKl end derks!na:wurawoh r-rwvwail...., 711tar-In--PA drew carded, lbVW. ObIOlsaaunW10 iso afolfrolal<ano. 'rani els sea 04reined arra cansenati oar tadren ma?, art 904 .ta0t.r;r 4..b fah trades 14•.1449 dolma rah, aaarWw tar to Ra! 1107bar. 14Way.a Baa or 416.4 ai7a'm1ry raptor dt75. led ?Lint NI wartime the Nrtdfz wit.: n The itai4o a7e!atotnVe RP Mord 11111.0 araC las /rod :rife' a-arh r• on he aeon <514 K loner 1l Os tool to a Sdf seri, al 134.41 dn. lnr1Md -Atari ~War 'auc (te=a9 Pram 04la' W ata taloa 4 tante rarts.,..:-t rt t4 t0r. coding0gn. 1isartp4511ata•4413 Plata "‘Pi cater r.¢oIart rl=ow lacream, tang:!o'7.33417411a3tAd t3•!r Wag/ MSS SIM 711:1): S, 4»1:4.r. P'v:a: mann. ...901 uC bar irisba n•Kad.t1400,Y 41•x.+.fshatuar eirt .Clint omit -Nee' r.0itab.swz7r001nes431 014144. 47147711• WICA -Wirral I!s C< trail A*''Cim Emden, Dry" frast13b1:K iUL.3430: eya:2Hr3e'_1'na%CRM<-16V- 140 C3)a:d 111.1 )U.03)7[Y +-17707 sY1:3 and P- Pre Tans WA 144 7(PI; Is Ironed '.(Ti :.077!7. 1905 awt.% 144s.eldni3: 1. Pa .aims Fan= ark [lila* AP: 411157/fP3 47 r cecadr 1' 17' 21.1345 6-3. slat-- Wart Pips, .7C 2TUS. 10112/2006 Cast: UM 3P 99: Drive _X_113$&jassoc 901Is Seger: VI ALC = 1I W7: 3146 TC Lite TC Seem bac seed BC Live 1C D0« Bldg Cada 40.96 pal 31.10 psi 1.10 pa 1.01 3111' 1.01 pal SBC -31.3 Livelier L=1.1S P.1.15 laviler L.1-15 P=1.15 Rep Ihr Mad / Crop / Teas 5..00 / 1.00 / 1.00 O.C.Speeiag 1- 0. 0 1)FT. RATIO: L/6-40 TC: LJ LTO: WOld Wd6S:60 900? 9T FROM :017 Ann: From: F HX NU. : ZIEEGLER LUMBER COMPANY 2121 NORTH H.W. # 41 POST FALLS, IDA110 83854 PHONE : (208) 777-1955 FAX: (208) 777-2056 Spokane Valley Building Department Anita: Phone: 509-688-0036 FAX: 509-688-0037 Michael R. Tinsley: Estimator Ziegler Lumber Company Post Palls, Idaho 83854 UCZ. 10 CUU0 J '. Joni i 1 Regarding: Pen -nit # 06004081 Mr. Ted Kepler 8123 East Liberty Ave. Spokane Valley, Wa.. 99212 Pole Building "INSTALL" Package from the Ziegler lumber Company Post Falls, Idaho. Please find attached the Stamped Engineering for the'1'russes to be used on the Pole Building for Mr. Kepler. Please note that the Gable Ends will be Screw Line Trusses, (2) of the Intermediate Trusses will be Vaulted and all other Intermediate Trusses. for this Pole Building Project will be standard flat bottom cord. All Trusses for this Pole Building are 36' Wide, 4/12 Pitch, 40LB. Snow Load Top Cord, and standard 1 PSF loaded Bottom Cord. These Trusses will be manufactured by the Timberline Truss Company and Installed by the Ziegler Lumber Company per manufacturer and Wambcke Engineering Specifications. Please contact me if you have any questions regarding this set of Stamped Truss Engineering for the Kepler Pole Building Package: Permit # 06004081. Sincerely, Michael R. Tinsley: Estimator 10/16/06 M,'1'. OCT 16 2006 10:02 PAGE.01 NOTES FOR FLUOR PLAN INTERIOR FRAME WOOD POSTS, SEE POST SCHEDULE THIS SHEET 484L_' WALL POSTS DOOR POSTS - 4' X 6' iYPiCgL FOOTING DIMENSIONS, B + I' 8'1 D = 3' 0' MAXIMUM POST SPACING IP' 0' © PURLINS @ 24' OC, BEARING OR JOIST HANGERS (TYPICAL, SPANS 12 TO 60 PNCC IN CONNECTION METHOD,, A: PUR-INS HMAY BE HUN OFF T TRUSS TOP CHORD CES0N JOIST HANGERS ORM EQUAL, B,PURL NS AND HE BUTTER ND NAiLO W/(o) I6d NAILS PURLIN. C). PURLINS M BE DOUBLE TRUSSES — DU BLE TRUSSE qP- SINGLE TRU LAP PEO AND NAILED 30 16dNATl. S. tCI CONNECTION METFODS AND C', TOENAIL BACK SIDE OF PW/110 I6d NAIL IURL NTO - EACH T.OP CHORD MEMBER . lip.olei PLAN VIEW -,4141 o TY EE FLOOR NOT FO TI TO zi IwoovFArr TEES SEE FOOTING DETAIL B Nil OTHERS E.E. POST TO OF PORLIN ROOF FASTENED P... 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TNE STATE w 3vTTon cxoxv vcav Lonv 1 PSI t' NAILING PATTERN FOR" POST LAMINATIONS STEEL SHEET NG SCREW PATTERNSe 12/29 07 SCHE LE SPACING REQUIRED rig NO 10.r 3 840 1.012 G X10 POST SPACING 21, REGUIBLO POST COLUMN NO W. Pon H FOO -MIG HRH. rn.042. YLY RHOUIRPH VOLUME .2 NO XT R MAY Esu WM. F FRPOUSSTST EIpH I�HLLaE< .A8'PN 00T DI WALL HEIGHT. rIVOFFITIO WAMBEKE ENGINEERING S 11. 1 P 096223 STRUCTURAL DESIGN FOR POST FRAME BUILDINGS 12' TO 60' SPANS, 30 & 40 PSF LIVE LOAD, 2003 IBC ZIEGLER LUMBER COMPANY 620 EAST HOLLAND AVENUE SPOKANE, WASHINGTON 99218 BY 1-30-06 REV BE DATE DESCRIPTION OF CHANGE zoos Z I EGLER.16C2003.06 PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRArvinc, INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO HELD INSPECTION CORRECTIONS st..e‘'N.., ,,,,------,1/211iey REVIEWED FOR CODE COMPLIANCE 1 SPOKANE 'LS_F`,' 7;L/ .DIN DIVISION -17,....... 1..o it 06