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2007, 07-09 Permit App: 07002619 Fire Repair , 15roject Dumber: 07002619 Inv: 1 Application Date: 7/9/2007 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: FIRE REBUILD Contact: AMERICAN RESTORATION Address: PO BOX 70 C-S-Z: AIRWAY HEIGHTS,WA Setbacks:Front Left: Right: Rear: Phone: (509)244-2993 Group Name: Project Name: Site Information: . xn "e5C' 'n&P'itE;vne. _i isRk a.r.k✓'ak`Ka .9kt r..a.i,r-'.tw.%°4 p.,..:.:10EwB'xu""`a.: , ro+ �,. a*,`1'^..de .. n "b�StfV:wap*. Plat Key: 000565 Name: CURRY ONE District: East Parcel Number: 46353.1104 Block: 1 Lot: 4 SiteAddress: 14103 E QUEEN AVE Owner:Name: DUST,SHARON L&JAMES W Address: 14103 E QUEEN AVE Location::CSV SPOKANE VALLEY,WA 99216 Zoning: UR-3.5 Urban Residential 3.5 Water District: 001 TRENTWOOD Hold: ❑ Area: 15,565 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: ra � r � ,. . .,�r � Review- Building Plan Review Released;By: t*�; • 1 I/ or Operator: jmm Printed By: jmm Print Date: 7/9/2007 • Project Dumber: 07002619 Inv: 1 Application Date: 7/9/2007 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit - Contractor: AMERICAN RESTORATION LLP Firm: AMERICAN RESTORATION LLP Address: PO BOX 70 Phone: (509)244-2993 AIRWAY HEIGHTS,WA 99001 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation 1&2 FAMILY R-3 VB ctt`f 597 $54,541.92 597 $54,541.92 2ND FLOOR R-3 VB ?{c 529 $39,505.72 529 $39,505.72 BASEMENT F R-3 VB '7 5 Z £89• $17,600.00 880 $17,600.00 DECK OPEN R-3 VB e 1L 336 $5,040.00 336 $5,040.00 GARAGE U-1 VB .5 3 2_, $ $10,051.00 529 $10,051.00 Totals: 2,871 $126,738.64 2,871 $126,738.64 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $1,144.95 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW<7999 SQ FT 1 SELECT $457.98 Permit Total Fees: $1,607.43 Payment Summary• Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $1,607.43 $1,607.43 $0.00 $1,607.43 $1,607.43 $1,607.43 $0.00 $1,607.43 Disclaimer: Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: jmm Printed By: jmm Print Date: 7/9/2007 ''' . Permit Center .. PERMIT NUMBER: crry of 11703E Sprague Ave,Suite B-3 / Spokane S okane Valle ,WA 99206 P y PERMIT FEE: Valle (504 .:8-0036 FAX:(509)688-0' 4. Y A INN, Vt EI'f e i'•'.l:�_.r, W I �1'� 'A. _ J Community Development Residential Constr 1 c on 'i,6 2007 II New Construction Accessory Bldg Permit Application D filkwl ddition/Remodel n Deck D [ - n N O then SITE ADDRESS: 4 ( O . (P U C',Q h S `oV'akt\Wit I'Q 1 l t 2 1 (0 ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owner: r Contractor: Name: �l AS0u14 J`Nbiik w$. Name: talC4 t1�. ��'���©Address: l f ` 'O u�L AddressX �' p f City: . \t. e, State: n Zip: c ( City:$`�.lt� . 1441 State: t`,'\(� Zip: L p 01 Phone: r Fax: Phon :5 t t\ ). kf"�� � FaJb9) 3,4 - T C o g2���3g� '� Cor L"l i'lL:q rJ i NI Exp Date: ) D 2/ 0`7 Contact Person City Business Lic.No: Name: S AAI. i\��uS" Phone: c Ci 0 .- (AO( lel Describe the scope of work in detail: Cost of Project: $ I -On (�� ` V `JV ` Al\ky.-n 1‘b4it,c .sL1�r\ j ck, W`11 d-y1SkiQ1, ) '�'x )1 ) 1 Proposed Use: ‘t,QA,rV1.52AS4 c? **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO P A : DIMENSIONS: #OF STORIES: r\ TOTAL H3A�BI�TABLE SPACE: MAIN FLOOR TO SQ. 2Nu FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: )/?9‘1 S (y 3Y S- AREA: FINISHED BASEMENT GARAGE SQ. FTG:A DECK/COV. PATIO FTG: 30% SLOPES ON SQ. FTG: k 'p IA .S.y S- 43 : PROPERTY: #OF BEDROOMS: CONSTRUCTION TYPE: HEAT. SOU�RCSE: SEWER�O R� 'lSEPPTIC? U. LJ 0 0 c� (� , 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,cod: •r ordinances.6) ans or additional information may be required to be submitted,and subsequently approved before this application .l. ••- processe SIGNATURE: `�. ,,k,'` k' ,i DATE: 7I bf et I. Method of Payment: 0 Cash 0 Check Mastercard ❑ VISA Bankcard#: Expires: VIN#: Authorized Signature: (/ REVISED 2/15/07 `4 ' 111 \ \ SCITYOFm pokane . 0 Valley 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 ♦ cityhall®spokanevalley.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 ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information • CV OD Job Name: DUST HOUSE Truss ID: TQ2 `� Qty: 7 a) BIG I-LOC REACT SIZE REQ'D TC 2x4 DEL 2400F-2.99 1 O- 2-12 1647 .5C'. 1.7€' B This ded gnr oesInet ccount UPLIFT 2 23- 9- 4 1647 5.54' 1.76- C 22x4x4 071 STUDS[ This Bede n dent lea ing (ct eforp) to tern 1REACTION(5)lb Yee ias 071 ep r 3 (creep). 8uildi no Support CIl 4lbnd Nan-Rind W BAC REQUIP.EMIHT•5 shoo/!are based ONLY Lumbar shear -liowzb7 es are per AUS. tine dependent 7aadif F 1 -269 16 C7 cm the truss material at each bearing TILS LESZGH IS THE cinvos1TE RESOL) OF Designer J nett C Detailetafor this. 2 is designed b Q YJ2i OEFiICT;OS• (span) : NULTIPLE LOAD CASES. prefer in )Diol Rotationali ieranc for this -0uss ns pic tIong the 0.. L/€8E NEN 8-9 (LIVE) LC 21 IF HANGERS.43 INDICATED ON 0115 DRA10813. N9Q( tr leTolerance are used Aldg Ent osed.Yes,Imporn L.-0.4r D=-0.78" T-.-0.59" 18C/IBC tress plate valvas are Rased t>n Bldg Enclosed =Yes, TREY ARE BASED ON 1.1"HANGER NAILS FOR testis and approval as r End Zane Factor 1.D0 [RICCCtt REAMS FORCES., 1-PLY PhD 3" RANGER HALLS PCI NULTI-PLY Q PD required by I6r 1701 Truss Location tine End Zane 7t [dxp-(DUL')/ 7Ua•(OUR-) CSI and ARSI/TPI and are reported in available Hurricane/Ocean Line-, . Exp Category=8 . 1-2 -4931 1.14)/ 64101.6x)1.31 Gfl4DER5- IF 2.5"GIN NAILS ARE U50), THE documents as Qi-1607 and ESR-111E. Bldg Length= 60.0+0 ft, Bldg Width . 50.(11 ft --3 -3124[1_14/ 46111_603 0.31 EIPICERS MUST BE RE-EVALUATED(sr OTHERS)_ A54E7-02 SNOW LOAD DESIGN CRITERIA: Nears roof Weight 4-4 -11941_14/ 461((1_40 0.31 4 4 r i 4 i 4 4- 4 4- f i 4 4 s+ 4 4 4 4cy,fi]Deadd, mph = 3.685 4-3 -4501(1.13/ 641(1.60)1.90 Pg= 47 psf, Ce-1.10, Z-3.00. Ct=1.10 TPi Staniland air Wind Load= psi Unrest+a-a h-. ,-* U.deflection4- +=0.27' Designed as Main Wind Force and Resis-ting System 6r 432,- IR / TIM.TR.1 67 4 4 4 r.a i 4 +i 4- 4 F i 4 . 4 4 4 6-T -563(1.6 J 4127(1,35)0.96 - Loa-rise and[444 soft and Cladding 7-I -366 63/ 4139[1.35)0_8 Tributary Area=48 soft 0-1 -566(1.60/ 4119(1.1 0.37 9-10 -561(1.0:•/ 4127(1.15)0.56 110 SDP.(011.)/ 111IS.(062. 67 2-7 / 176(0.50 0.01 2-6 -1435(1.15)1 226 .60 0.51 3-4 -306(1-63)/ 2191 15 _71 4i -1435(1.14)/ 226 690)00_11 4''1 / 116(0.93)0_04 U) (J) D 7-9-14 , 4-2-2 E 4-2-2 7-9-14 7.9-14 12-0.0 16-2-2 2440 W Z I 124-0 12-0-0 � 1 2 �3 q SI LL1 5-00 5.00 X H R4 6 I- r- • 1Se4X4 .r �1__.V4r4X4 5 S 1111111111111.11.- � ea�1 s-1 o-7 VVf:X8 SHIP 5$ 2-4 2-4-:4 2-4 5-8 �.., �` r Al Yi:506 V R:1547 Vd 506 Q - r a r- U:-206 0 2.59 f I-2.50 R:f 647 �,8 ) F. p�1 ti- 11-5-8 0k U:-268 - LO 5A ' 11-8$ f4 1` CCA V I 24-0-0 r� 7 cri 6 7 8 9 tO 410e7$T0 LO MI 7-9-14 4-2-2 4-2-2 2 2 7-9-14 914 5�[At 4-1 7-9-14 12-0-0 16-2-2 24-0-0 .EX Alt awaectar plates are 7tvsnel 20'a.amass Rea'-edel by•5P far vans 20 9a_, '115"far 11S 2e Ya.. -S"far 5S It da_f Alpine; I [-atf�S:Yij1-- [ or preceded by,it.fa-3156120 aa.or 12'far 36 a. Dim 7ramat,pas-Waned per Jafni Qetair Saporta. C1rc1.4 pl0ta0 001 faizm d9/e6am'ea007 Frasa plata/are puef n. ad as/mama Above. SND[Oabie stn(pastor es amidraNap with sweetens]primer(or atynta). MV LYY Ll (-- r Lr) FOR:230-Timberline Truss{wAp WARNFNGRead all notes on this sheet andgive a copyof it to the Erecting Contractor. Cult: AMERICAN RESTORATION CO 25414 E.Rowan T� N E.Rowan WA 981125 nistsane,[ird:vlbtddigm:rgnexro�ma5Asin-Dhat ter.besteae5pr:daub ispsN:bei4rea,.Ganen fame oar x10: Drive_i_11162.LL00045_1000DI !ice/ w-Wee it aaYanceAtli bye or-AA henidnsee 7F,ad R/SPA desspn ea'dads.Na nrnnctIIy u assumed tor timearibral amne:.y.Db maedi - aremOeversa'bi6'ecomp3nead,cania2nr a:dbtbsidtp temnerplort,tateemdon.The b07tn9 defiled natal am ens%Ota the b2dr Dsgn r: $K �1LC = 24 L•/�• 1008 BY: RUSVIfAL daae33it&&skin eseete-esceed the ladhp owned byret.(0trdyll cede.and the ptedsfaaeath:dim he11450aamines[heti.1390.ad 3sWend/tramd vrsnot erTbzshavedyan the balmrrae � titaathebri da snizdsleddingmaterot6matyafaJed wheatattendsa TC Live 44.D0 psi LiveD:ir L�I.15 P=3.15 m aped-Ehaby St nisS:fI»tisupxd ofmrtgonels re pros tory la te3eSbetotbe dv2•t.Thiecnaomrttrter mite pleadra-r, , IC Snow 40.OD psf 5[i vaDur L=Z_15 P=1_IS 6......-,i0.46....2 SYSTEMS 6rtrkian'tYfinei!mIniAsnIAOx-mMydorra04.490�mES:fB-xalaCrtaR•neen rpblt¢4raliln F�n'ad,ngudp,Yyya7 7C (lead 7.40 psi Rep Nhr Bnd /Comp J Tens and taceeis buss re am3Natmwlhnero6at10 Carotids:'..hdtad Cu!h%Ottat Reer.cos•a.dWfeasotpAhumTelsoal soferaz_ BC Live 0.00 psf 1.15 /1.10 / 1._U LCI now Buadinp CenlponQ0W Group.inc. 'A1fSLRP11%1YTC4t.Vkod TraCeanal NAmen=5.2dasi DesgnRspan_•ild6e1,•y,�1G COUPOSIERTS'r47y 4�OFIAAT - BC Dead 10.00 CD 4t4SAaraaparan•.snr02,Cara./'pe.(-ip6dNr psf O.C.Spacing 2- 0- 0 _ r (6e811-90}a4'91a-lsULIAARY Sh US tit tau.nt TM.lig Ines Plne hs7cas(TPII a Iq�'a:SM 1/0-0153Odf.Manx. r- TRUS PLUS 6.0 tER: 16.5.52 vas ,s.,m?i9.Tletat....Feted a-epalerfssonarn(AEPA1dk al:fftf4mshatnx_saeaou.wasi,pim,Dtaus.. 81da Code: IRC-2003 CO DEFT RATIO: L/240 TC: !/]8' ... t_.L-v. - .�.�,_l,.�F:.. . N m m 'Jab Name: DUST HOUSE Truss ID: T03 Qty: 12 69L X-LOC REACT SIZE REQ'O TC 244 OIL 2400F-2.OE e•[PN1=PLATE MONITOR USED-See Joint Report*. , 1 0- 2-12 1.613 5.50" 1.60" BC 2x4 DFL 2400F-2.0E Designed per AN5I/TPI 1-2072 UPLIFT REAC C Wind lJJ 2 22- 9- 4 1636 5.50" 1-74" ETU Chu 2r.< DFL 511.10 Support -258116 Nan-1d1 no CD BRC REQUIREMENTS shorn are based OY_YThis design dots not account for long tern, Q on the truss material at each bearing Mcg 2x4 Oft 244(IDEL DF-2.OE time dependent leading (creep), Building 2 -301 lb NAY.DEFLECTION (span) Designer must account for this. This truss is designed using the n- 14/642 F 8-9 Leiser shear allowables are per OS_ Refer to Joint QC Detail Sheet for (LIVE) LC 23 THIS 0C5/Cl IS THE COMPOSITE P.ESOLT OF Maritime Rotational Tolerance used 814g kind Sp Ye Yes, Import. L.-0.42' 0- -0.18' 7= -0.64' H71T1PLE LOAD CASES. bras Enclosed= End Zone Factor =1.01 CRITICAL C RP.(CU 60a'�' IF RAKERS ARE INDICATED Os THIS ORAt+7.h1G, iRC/IBC truss plate values are based or. truss Location=Kot Encs Zone 1( talc.(�t)))/ TEts.(0:0.> 6Itestino and approval as required by IBL 1703 Hurricane Ocean Line- Ho 1-5 -41S7(I.i5/ 113(1.60)o-61 THEY ARE RASED ON 1.5" RAKER NAILS FOR and ANSI/TFI and are reported in available BldgLength .Exp Width o B 2.1 a06i[1.15/ 440i1.00 6.51 1-PLY ASD KRW.h NAILS FOR MULTI-PLY dacunents as ER-1607 and E -]118. 9 60_W ft, Rug Ui dtfi SOaBO ft 5-4 .10(2(1.1 / 429(1.60 0.32 GIRDERS_ IF 2.5"LW NAILS ARE USED, TIE ASCE7-02 51671d LOAD DESIGE CRITERIA: TFT roofanheight p cy, Dead ad, nph = SS 4-1 -3701(1.11)/ 116(1;.69 0.61 HANGERS MST 8E RE-EVALUATED [BY OT1(ERS). p { TPI Designedeas Occupancy, Load 3.6 psf .-{e 6(1.11), 59(1.15 0.11 Right Overhang(e) are not to be removed. +5 a+ 7 psf, Ce-1.10, I-1.02, Ct= 1.10 - as gain Wind Force and Syster. Sc Gvtt.OA.)/ TEHs•((9u1. csI OMEPJUNC(S) WY BE SHORTENED UP TO r NAY...1 Unrestrained~horiz. LL deflection-+2 } - Law"-rise and C48psgft and Cladding 0-7 -101 1.60)/ 3690(1_15 o_Ss Right OrerhOng Sof-Pit loading 0.28 " Lribrtary Area-48 sgft 7-6 -103 .60)/ 5176(1.13 0.44 R e 0.6 psf t t ++ t + i+ ++ + • t +++ + + 1-0 -441�40]1f 5376(1.15 0.49 9-36 -435(1.60)/ 3336(1.11 0.66 1R (LlIP_(DUE_J TEa1. L_ CSI 2-7 -0(1.60))/ 111[01.19»)0_05 2-0 -1414(1.11)/ 224[1.430 0_11 3-6 -250(1.60)))/ 1920(1.15)))0_64 4-8 -790(1.15/ 113(1_66 0.28 4-9 -36(1.15/ 70[0_10 0.03 (.J1 CO D [e 7-0-14 f 4-2-2 i 4-2-2 7-9-14~ f7-9-14 12J}0 16-2-2 24-0-01.1.1 1-4 I 12-0-0 f 12-0-0 1 2 3 4 5 CC IA 111 5.005.03 H I- RW3.5X6 Y:4X4iW3X4 5-S I 5-0-1 5.8 ��I 5-10-7 4-110P.41.f 2-0 2-4-14 W6X8 2�+�` Wb-X12 I1p 1 = 1.aC 04_10. 1vitio _ 1 •;1{y�,% al Olt-1 'r+�7yJ�a�rA W:508 W50 ' iJ`�-7r R:4613 1�r:508 sI * 01 11-253 0.5.8 2.30( -2.50 U.1 B 1-0-0 ' 5;; 1 11.6-13 I -301 r up 4 }SZI 11.6-8 i N f 24-00 1f i�;i'.: in M 6 78 9 10 f �ftiSTOV'�R 791 4-2-2 101 1422 f ,s1_ a � 4-4 7-9-14 12-0-0 16-2-2 24.0-0 Alarrceenaderprecaded 9Y).ru far Fn a.TSG ea_w•unless it 4e ax'Sr roe Wave 15 aa., vu-far ns ap eu.. 's-for ss 11�ra_ ram 4rstar: # EXP`�RES:OU/I$J00 f reams Iotas are �• Foos',newel,parftfaaW per Joint Detail Reports. Circled plates cad terse 612912007 (� cparftfward.s storm abort. Infra gable sTud prates to amid orarle,nit/.erractaral plate far 4amy1p7. ul FOR:230-Timberline Truss{WAC WARN f NGRead all notes on this sheet andgive a copyCust: AMERICAN RESTORATION In 254741 E.rowan of it to the Erecting Contractor. C') 25414 .R u WA ..,.., Tt` -•n6na,na..e:nlbannpamzmamt{,msSSYm.0nastemeaselsn =1us9ml+acrbyCneasnc�9nentMullaauur g WO: Driv ad base n acmmaneetb m9 awed.nersizste TPI od AFPA e.X1I162a_L00005_100001 Osage 44rb s.Ib sexpaaprY.y is maned fir al-r-6saaOte Onwssrne an to be vernal tr7a-e omrponem menenuar a96rtt anew aeeypme prier tr.fabilugion.The u703a o.aip3p must nacenaa matte bads Dsunr: SH N uOaeJ an mn design emrlo a aeaare barns Manses are.tot.h 6day rn!a5a mA pa Dards RL[t 29 Wf: 108E m �� � er01a1as-Tlrtm}aleled.a ra the M 8Y: atalraaG•baced try dr roa:orrocr[rean3%an6letnmmphoerletyatytrzoad tyari9u afre6-:,g rsaE.,ta�drecyYmyrh,u-�aamruw TC Live 40.00 psf �Li veOur L=1.15 P+1.15 N rolsa-araa-gslc ntstxumn[w, -catmnpo-�tlramynlersongeneaatrMaLgla-:gt,Mil mep.:neyan;lall tecllneime t It Sion 40.00 psf Snontur L=1.15 P.-I-15 SYSTEMS enticemraemxeeauseU.-rmul.1scale_gae*spaiteweey101aaeaausewnne0a 5Lde01,01413s Fabacae.tuella.natal TC Dead 7.00 psf Rep Mbr Bnd /Corp /Tens LOWOW sru bro:tthh buss in amsmerx att ins teeming alrAudc'Ma asiCuries Dual Rawls'malaise as[VWhor7rutw,laeltz,t. SC Live 0.00 psf 1.10/1.10 /1.10 m Building Components Group,Inc. YJiSVTpI 1','r7TCr.1--rimed Tr-as Coo:die Penelca glavzr DeegnRsspontcf[ky slliDnL ca.PUNEHI SAFETY 1WoaKAnx:. BC Dead 4441'Yet5p.*A:Sle top.reA.sm..COMO, g33114:yea,:scm 1UI.AI{RV SHEETSts...MCA eni 1F:Tie Tem Flea bulb/a(Tit)is tiSd V 563 Dorado Own.N5Ts0n 10.00 psf O.C.Spaei ng 2- 0- 0 r` TRUS PLUS 6.0 VEA: 75.5.521Yarans'ns3i:@.The R.aF�n Forest an Paper Yawn ra5i1191r Etna Y.Y.,51t 070,Y:1�1 mr,OC 29706 CD Bldg Code: IRC-2003 DEFL RATIO: 14/240 7C: L/18� Job Name: DUST GARAGE Truss ID: T02 Qty: 31 Designedper ANSI/TPI 1-2002 UPLIFT REACTION(S) : BRG X2-12 REACT7 SIZE5REQ'D TC 2x4 DFL 2400F-2.OE 9 Support C&C Wind Non-Wind 2x4 DFL Z400F-2.OE This design does not account for long term ppl -268 lb 1 0- 2-12 1647 5.50" 1.64" BC 6-7 time dependent loading (creep). Building 2 -268 lb , 2 23- 9- 4 1647 5.re" e.6O" 2x4 DFL #2 Designer must account for this. This truss is designed using the BRG REQUIREMENTS shownare based ONLYiWEB 2x4 DFL STUD Refer to Joint QC Detail Sheet for ASCE7-02 Wind Specification on the truss material at each bearing THIS DESIGN IS THE COMPOSITE RESULT OF Maximum Rotational Tolerance used ASCEnclosed = Yes, ImportanceioFactor = 1.00 MAX DEFLECTION (span) MULTIPLE LOAD CASES. IRC IBC truss plate values are based on Bldg L/999 12M 7-8 .0IVE) LC 21. IF HANGERS ARE INDICATED.5" ON TRIS ILOR, testingand approval as required by IBC 1703 Truss Location = Not End Zone L= -0.12" D= -0.08" T= -0.21" 1-PLY-PL ARE BASED ON R.N" HANGER NAILS FOR and ANI/TPI and are reported in available Hurricane/Ocean Line = No Exp Category = B CRITICAL52 -MEMBER( 1)RCE5: AND 3"2.5""GGU NAILS FOR MULTI-PLY, documents as ER-1607 and ESR-1118. Bldg Length = 60.00 ft, Bldg Width_ 50.00 ft Tc -2NP.(DUR.)7 TENS.(DUR.) CSI GIRDERS. IF GUN NAILS ARE USED, THE Mean roof height = 11.67 ft, mph 85 1-2 -2356(1.15)/ 385(1.60) 0.51TPI Standard Occupancy, Dead Load = 3.6 psf 2-3 -2358(1.15)/ 385(1.60) 0.50 HANGERS MUST BE RE-EVALUATED (BY OTHERS). ASCE7-02 10 LCe =1.SIGNSF IC=1.00,A: Designed as Main Wind Force Resisting System 3-4 -2357(1.15)/ 395(1.60) 0.51 Pg = 47 psf, Ce =1.10, I =1.00, Ct = 1.10 4-5 -OMP.(1.1.)/ NS.(1.R.) 0.SI - Low-rise and Components and Cladding Tributary Area = 48 sqft B7 C-33.(1.6.)7 7237.(1.1.) CSI 6-7 -137(1.60)/ 2374(1.15) 0.64 g 9 -337(1.60)/ 2373(1.15) 0.31 W9 COMP.(DUR.)/ TENS.(DUR.) CSI 2-7 -734(1.15)/ 130(1.60) 0.18 3-7 -132(1.60)/ 1013(1.15) 0.34 0.34 4-8 -733(1.15)/ 10129(1.129(1.60) 0.18 6-3-14I 5-8-2 I 5-8-2 I 6-3-14 6-3-14 12-0-0 17-8-2 24-0-0 12-0-013 1240- 0 5 I 1 2 S.Oo -5.00 5-5 n 2-4 2-4 5-10-7 5-4-1 + SHIP 4-6 ,0 .11.1 \111411114-6 j.c. . lit ' i I W6X6 W4X4 co 0-4-1 B2 t W W:508 .., , R:164508 R:1647 " a 6:1647 U:-268 / U:-268 a' I�`l 1-4- 1�� 24-0-0 9 I T " I Irr 6 8-0-0 7 8-0-0 �B 8-0-0 I `IOW- 8_0_0 16-0-0 24-0-0 � EXPIRES:01/13/08 "► t3t All connector plates are iruswal 20 ga. unless preceded by"W"for Wave 20 ga., "HS"for HS 20 ga., "5"for 55 18 ga. from Alpine; 6/22/2007 or preceded by"MX"for nen 20 ga. or"H"for 16 ga. from Truswal, positioned per Joint Detail Reports. Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). ( AptARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: AMERICAN RESTORATION 254114rl. FOR:230-Tim auss W 4 E.Rowan This design is for an individual building component not truss system.It has been based on specifications provided by the component manufacturer WO: D ri ve_X_11164_L00005_J 00001 Newman Lk,WA 99025 Dsgnr: SH #LC = 25 WT: 105# and done in accordance with the current versions of TPI and AFPA design standards.No responsibility is assumed for dimensional accuracy.Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication.The building designer must ascertain that the loads TC Live 40.00 psf Li veDu r L=1.15 P=1.15 W A L utilized on this design meet or exceed the boding imposed by the tical bui di g code antl the particular application.The design assumes that the top chord TC Snow 40.00 psf SnowDu r L=1.15 P=1.15 T R U S 5laterally braced by the roof or floor sheathing and the bosom chord is laterally braced by a rigid sheathing material di re cid attached,un Ess otherwise TC Dead 7.00 psf Rep Mbr Bnd / Comp / Tens BY: noted.Bracing shown is for lateral support of components members only to reduce buckling length.This component shall not be placed in any 1.15 / 1.to / ens -_or_� SYSTEMS environment that will cause the moisture content of the wood to exceed 19C and/or cause connector plate corrosion.Fabricate,handle,install BC Live 0.00 psf .10 and brace this truss in accordance with the following standards.'Joint and Cutting Detail Reports'available as output from Truswal software, BC Dead 10.00 psf 0.C.Spat.ng 1.2- 0- 0 list?Building Components Group,Inc. 'ANSUTPI 1','WTCA 1'-Wood Truss Council of America Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION'- 4445 Northpark Dr.Ste.102,Colo.Spgs.,CO 80907 (SCSI 1-03)and'BCSI SUMMARY SHEETS'by WTCA and TPI.The Truss Plate Institute(TPI)is located at 583 D'Onotrio Drive,Madison, TRU SPLUS 6.0 VER: T6.5.52 Wisconsin 53719.The American Forest and Paper Association(AFPA)is located at 1111 19th Street,NW,Ste 800,Washington,DC 20036. Bldg Code: IRC-2003 DEFL RATIO: L/240 TC: L/181 Job Name: DUST GARAGE Truss ID: T01 Qty: 2 Designed per ANSI/TPI 1-2002 This truss is designed using the CRITICAL MEMBER FORCES: TC 2x4 DFL #2ASCE7-02 Wind Specification BC 2x4 DFL 2400E-2.OE This design does not account for long term 2x4 DFL 12-15 time dependent loading or this.creep). Building Bldg Enclosed = Yes, Importance Factor = 1.00 ST Designer must account fo DG SLIDER 2x4 DFL 2400E-2.OEED s Location = Not End Zone ' Refer to Joint QC Detail Sheet for Hurricane/Ocean Line = No Exp Category = B t TMIS IPLIGN ID THE COMPOSITE RESULT OF GBL BDK TH4 DFL Maximum Rotational Tolerance used Bldg Length = 60.00 ft, Bldg Width_ 50.00 ft IRC/IBC truss plate values are based on Mean roof height = 11.51 ft, mph 85 MULTIPLE LOAD CASES. testingand approval as required by IBC 1703 TPI Standard Occupancy, Dead Load = 3.6 psf IF HANGERS ARE INDICATED ON THIS DRAWING, Designed as Main Wind Force Resisting System THEY ARE BASED ON 1.5" HANGER MUITS FOR and menIsTaI and are reported in available - Low-rise and Components and Cladding documents as ER-1607 and ESR-1118. Tributary Area = 48 sqft 1-PLY AND 3" HANGER NAILS FOR MULTI-PLY Loaded for 10 PSF non-concurrent BCLL. GIRDERS. IF 2.5" E-N NAILS ARE USED, THE ASCE7-02 SNOW LOAD DESIGN CRITERIA: HANGERS MUST BE RE-EVALUATEDplf (BY OTHERS).lkPg = 47 psf, Ce =1.10, I =1.00, Ct = 1.10 May use adequate staples for gable blocks. BUILDING DESIGNER MUST VERIFY GABLE LOADS! [+] gable bracing required @ 42" intervals, if exposed to wind load applied to face. See "General Gable Details', CO02065035. _ — ` 0 D o o — o 7 6 6 Cg pP 666 ' 0 00 7 6 7 O J 6 N � O ' D6O ' 4-0-0 N (D 00 N r1 N N N Q N 4-0-0 12-0-012-0-0 I I 1 2 3 4 5 16 7 8 9 10 11 5.00 -5.00 RW3X4 5-fHIP 1 5-0-4 W3X4 I'�o:W3`4 = 0-4-1 W3X4R -5 0-4-1 44 37W3X4 W3X4 Ii y0 . s .- W3X4 W3X4 111 [[ �,.r f, 1.4_ r ` 1-4- IS 24-0-0 I 12 0 7o go gofo 10 22 00 , i 13 40 350 60 0 0 (6cO 6b o `- . f.* c 0 4-0-0 6 to 6 v o- 6 N v N , CL..��i C 4.0_0 m °o Il�y a� TYPICAL PLATE:2-41-4OVER CONTINUOUS SUPPORT / +L 1 EXPIRES:01113108 All connector plates are Truswal 20 ga. unless preceded by"M'for Wave 20 ga., "NS"for NS 20 ga., "5"for 5S 18 ga. from Alpine; 6/22/2007 0 or frameprecededplatesbapositioned above.foshi ft gable studom uplates topositioned overlapJoint withesail ts.platesCircled staple).and false are e as a � avoidstructural FOR:230-Timberline Truss(WA) VARNI NGRead all notes on this sheet and give a copy of it to the Erecting Contractor. RESTORATION CuCu ori ME_Ist: AMERICAN_ N1RE_LORAT _N00001 25414 E.Rowan This design is for an individual building component not truss system It has been based on specifications provided by the component manufacturerW #LC = 2 5 WT` 119# Newman Lk,WA 99025 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy.Dimensions Dsgn r. SH ® re to be verified by the component manufacturer and/or building designer prior to fabrication.The building designer must ascertain that the loads gn assumes TC Live 40.00 psf Li veDur L=1.15 P=1.15 L utilized on Ihis desyn meet or e%ceed the loading Imposed by the local building code aM the particular applkation.The desi hal the top chord TC Snow 40.00 psf SnowDur L=1.15 P=1.15 T S W� is laterally braced by the roof or floor sheathing and the bottom chord Is iaterally braced byt a acid sheathing mean directly attached,unless oche wise TC Dead 7.00 psf Rep Mbr BL= / Comp / Tens EY: ■ R U noted Bracing shown is for lateral support of components members only to reduce buckling length This component shall not be placed In any 1.15 1.1D / 1.1D __— SYSTEMS nv brace that will in the moisture content in the wood to exceed d 19%and/or cause connector plate corrosion Fabricafrom Trute,handle,install BC Live 0.00 psf / and brace Ihis Hues.n a°°ordarlce with the following standards 3°.m and Cutting Detail Reports'available as output o-nm Tru:coal software, 10.00 psf 0.C.Spacing 2- 0- 0 =, Building Components Group,Inc. 'ANSIRWTCABC Dead PI I', 1•-Wood Truss Council of Amerca Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION'- Bldg Code: IRC-2003 DEFL RATIO: L/2- 0 L/18( 4445 Northpark Dr.Sta.102,Coto.Slags.,CO 80907 (BCSI 1-03)and'SCSI SUMMARY SHEETS'by WTCA and TPI.The Truss Plate Institute(TPI)is located at 583 D'Onofrio Drive,Madison, TRU S PLU S 6.0 VER: T6.5.5 2 Wisconsin 53719. The American Forest and Paper Association(AFPA)is located at 1111 19th Street,NW,Ste 800,Washington.DC 20036. g Truss ID: V12-01 Qty: 1 Job Name: DUST GARAGE Designed per ANSI/TPI 1-2002 This truss is designed using the TC 2x4 DFL 2400F-2.0EASCE7-02 Wind Specification • • CRITICAL MEMBER FORCES: 2x4 DFL Sheet-2.0E This design does not account for /Bug term BldgEnclosed = Yes, Importance Factor = 1.00 BCtime dependent loading (creep). Building Trus Location = Not End Zone Refer to o Rot QC DetailToleranceSheet for Designer must account for this. Maximum Rotational used THIS DESIGN IS THE COMPOSITE RESULT OF Hurricane/Ocean Line = No Exp Category = IRC/IBC ands plate values are based on MULTIPLE LOAD CASES. Bldg Length = 60.00 ft, Bldg Width-= 50.00 ft Mean roof height = 20.42 ft, mph 85 testing and approval as required by IBC 11e03 IF HANGERS ARE INDICATED ON THIS DRAWING, TPI Standard gOccupancy, Dead Load = 3.6 psf and ANSI/TPI and are reported in available THEY ARE BASED ON 1.5" HANGER NAILS FOR ASCE?-02s as ER-1607 and ESR-1118. 1-PLY AND 3" HANGER NAILS FOR MULTI-PLY Designed as Main Wind Force Resisting System ASCE7-02 4 SNOW LOAD DESIGN=1.10, CRITERIA:. - Low-rise and Components and Cladding t = 1.10 GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Tributary Area 8 sqft Pg = 47 psf, Ce tiI only; not HANGERS MUST BE RE-EVALUATED (BY OTHERS). • Valley orty Truss application Mayuse adequate staples for gable blocks. for wind load applied to the face. Web bracing is required if shown. 2-0-0 I 2-0-0 2-0-0 4-0-0 2-0-0 1 12 3 2-0-0 S.O6 ----SA-7(1 W3X4 0100 0-10-0 O (---- -.-2 I SHIP • ts* �� 4-0-0 P 4 5 s �t 4-0-0 TYPICAL PLATE:2-4 OVER CONTINUOUS SUPPORT I �iS.01If3t(Y8 All connector plates are Tramiel 20 ga. unless preceded by"W"for Wave 20 ga., "HS"for HS 20 ga., "5"for 55 18 ga. from Alpine; W`212 O 0 7 or preceded by"MX"for MIX 20 ga. "H"for 16 ga. from immoral, positioned per Joint Detail Reports. Circled plates and false free plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates (or staple). " I Cost: AMERICAN RESTORATION FOR:230-Timberline Truss(WW WARN!NGRead all notes on this sheet and give a copy of it to the Erecting Contractor. WO: DrAME_ICAN1RE_LORATI_N00001 25414 E.Rowan This design is for an individual building component not truss system.It has been based on specifications provided by the component manufacturer DOr: SH 00C = 22 : 10# Newman Lk,WA 99025 and done in accordance with the current versions of TPI and AFPA design standards.No responsibility is assumed for dimensional accuracy.Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication.The building designer must ascertain that the loads TC Live 40.OD psf Li C r L=1.15 P=1.1$ utilized on this design meet or exceed the loading imposed by the local building code and the particular application.The design assumes that the top chord TC Snow 40.00 psf SnowDu r L=1.15 P=1.15 TRUSWAL nlaterally cibraced gsoythe roof atranipposheathing and the tbottom mechord is laterally braced kya lengh.This material shalllnattached,d in as nyone wise TC Dead 7.00 psf Rep Mbr Bnd / Comp / Tens By. noted.Bracing shown is for lateral support of components members only to reduce buckling length.This component shall not be placed in any BC Live 0.00 psf 1.15 / 1.to / 1.10 -_�_� SYSTEMS environment that will cause the moisture content of the wood to exceed 19%and/or cause connector plate corrosion.Fabricate,handle,install BC Dead 10.00 psf 0.C.Spacing 2- 0- 0 and brace this truss in accordance with the following standards:'Joint and Cutting Detail Reports'available as output from Truswal software, RBT9 Building Components Group,Inc. 'ANSI(TPI I','WTCA 1'-Wood Truss Council of America Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION'- Bldg Code: I10.0003 DE RATIO: L/240 T 0 L/181 4445 Northpark Or.Ste.102,Colo.Spgs.,CO 80907 (BCSI 1-03)and'SCSI SUMMARY SHEETS'by WTCA and TPI.The Truss Plate Institute(TPI)is located at 583 0 0001rio Drive,Madison, TRU S PLU S 6.0 VER: T6.5.5 2 Wisconsin 53719 The American Forest and Paper Association(AFPA)is located at 1111 19th Street,NW,Ste 800,Washington,DC 20036 9 Job Name: DUST GARAGE Truss ID: V12-02 Qty: 1 Designed per ANSI/TPI 1-2002 This truss is designed using the 2x4 DFL 2400E-2.OEASCE7-02 Wind Specification CRITICAL MEMBER FORCES: TC 2x4 DFL #2 This design does not ngo ct for long termiBldgEnclosed = Yes, Importance Factor = 1.00 - ReL BLK 2C4 DFL STUD time dependent loading (creep). Building Trus Location = Not End Zone Designer must account for this. Hurricane/Ocean Line = No Exp Category = B Refer to Joint QC Detail Sheet for THIS DESIGN IS THE COMPOSITE RESULT OF Maximum Rotational Tolerance used MULTIPLE LOAD CASES. Bldg Length = 60.00 ft, Bldg Width_ 50.00 ft IRC/IBC truss plate values are based on Mean roof height = 20.83 ft, mph 85 IF HANGERS ARE INDICATED ON THIS DRAWING, TPI Standard Occupancy, Dead Load = 3.6 psf testing and approval as required by IBC 11e03 THEY ARE BASED ON 1.5" HANGER NAILS FOR and ANSI/TPI and are reported in available 1-PLY AND 3" HANGER NAILS FOR MULTI-PLY Designed as Main Wind Force Resisting System ASCE7-nes as ER-1607 and ESR-1118. - Low-rise and Components and Cladding APgE7-04 SNOW LOAD DESIGN. , CRITERIA:. GIRDERS. IF 2.E" E-N NAILSLUARE USED, THE TributaryArea = 16 sqft Pg = 47 psf, Ce =1.10, I =1.00, Ct 1.10 HANGERS MUST BE RE-EVALUATED (BY OTHERS). May use adequate staples for gable blocks. Valley Truss application only; not designed for wind load applied to the face. Web bracing is required if shown. 4-0-0 I 4-0-0 4-0-0 8-0-0 1 400 12 4-00 3 5.00 5.00 RW3X4 I • I 1-8-0 1-8-0 I SI-IIP �4 �'49 4 , 8-0-0 4 5 6I o$ / t�, 4-0-0 400 8 I vG'IST'S�\ CoIA TYPICAL PLATE:2-4 OVER CONTINUOUS SUPPORT ' L �xa��i�-b���31tis � All connector plates are Truswa1 20 ga. unless preceded by"W"for Wave 20 ga., "HS"for H5 20 ga., "S"for 55 18 ga. from Alpine; 6IL E ov 3 1 or frame "MX"for positionedneXaZOshown above.for Shiftga.gable studuplatesptoi aioiddoverlapJoint ithDetail structuralts.platesCircled staple).and false '` s ave with AMERICAN RESTORATION FOR:230-Timberline Truss(WPO wA RNI NGRead all notes on this sheet and give a copy of it to the Erecting Contractor. 25414 E.Rowan This design is for an individual building component not truss system.H has been based on specifications provided by the component manufacturer WO: Dri ve_X_11164_L00005_i00001 24 24# Newman Lk,WA 99025 and done in accordance with the current versions of TPI and AFPA design standards.No responsibility is assumed for dimensional accuracy.Dimensions Dsgn r: SH ® are to be verified by the component manufacturer and/or building designer prior to fabncation.The building designer must ascertain that the loads TC Live 40.00 psf Li C = r L=1.15 P=1.15 L utilized on this design meet or exceed the loading imposed by the tical building code and the particular application.The design assumes that the top chord TC Snow 40.00 psf SnowDu r L=1.15 P=1.15 T R U SWA nis laterallytebracedag by the roof t floor sheathing and the bottom chord is torred braced by a rigid sheathing.This materialshallty attached,unless as(the wise TC Dead 7.00 psf Rep Mbr Bnd / Comp / Tens By: noted.Bracing shown is for lateral support of components members only to reduce buckling length.This component not be placed in any 1.15 / 1.10 / 1.10 �_�_� SYSTEMS environment bracththatwillnacc the cemoistureithtconteotinthe wood to exceed %and/or cause pars'available platecorrosion.Frobrirate,elhandle,install BC Live 0.00 psf and brace this truss in accordance with the following standards:'Joint and Cutting Detail Reports'available as output from Truswal software, BC Dead 10.00 psf 0.C.Spacing 2- 0- 0 /Mr Building Components Group,Inc. 'ANSI/IPI 1','WTCA 1'-Wood Truss Council of America Standard Design Responsibilities,'BUILDING COMPONENT SAFETY INFORMATION'- 4445 Northpark Dr.Ste.102,Colo.Sags.,CO 80907 (BCSI 1-03)and'BCSI SUMMARY SHEETS'by WTCA and TPI.The Truss Plate Institute(TPI)is located at 583 D'Onofrio Drive,Madison, TRUSPLUS 6.0 VER: T6.5.52 Wisconsin 53719.The American Forest and Paper Association(AFPA)islocated at111119thStreet,NW,Ste 000,Washington,DC20036. Bldg Code: IRC-2003 DEFL RATIO: L/240 TC: L/18(