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Home My WebLink AboutALL DOCS - 12-00018 - 440 Reed St - Garage Additionoo (. i i i (,' l: ffilx8rJRc t\r -*-' ,i rriericr;i !: t mi h Con nt Lin i t i Gertificate of Occupancy Gity of Rexburg Department of Community Development 35 N. lst E. / Rexburg, lD. 83440 Phone (208) 359-3020 / Fax (208) 359-3022 Building Permit No: Applicable Edition of Code: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkler System Required: Name and Address of Owner: Gontractor: Special Conditions: 12 00018 International Building Code 2009 440 Reed St Single Family Residential Garage Addition Type V, non-rated N/A No Erickson Rex W 440 Reed St Rexburg, lD 83440 Beesley, Larry Attached garage addition of 874 sq. ft. Occupancy:Residential - 2 units or less, permanent in nature This Certificate, issued pursuant to the requiremenfs of Section 109 of the lnternational Building Code, certifies that, at the time of issuance, this building or that portion of the building that was inspected on the date listed was found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy was classified. Date C.O. lssued: C.O lssued by: There shall be no further change in the existing occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved said future changes. Plumbing Electrical lnspector:P&ZAdministrator V/ k Building Official f- ; fr {t,acrng {p tlfn 'r':' )0.' .,..'.,,-r , 3', { .., tr .,':;,; z>=IT TIov {ImoozC" dncoJozo.T A5{3 fr{Doa(n rt ag=o (.-aw (7(]nmav? 5$c) 7ooc- a omzrlv r(''oz{7 o-{o7 ra* iq;':, qB ir5r.F; ies ia6 loe'ag, I? E' o.ltr g.T', !!og;'Ir Fge$g6 ooFo i 6'9.'f ,[ , *:' lpo=,EE ,5o [8sr l}:':cl\<N <oq':' g6'Br SE' +iler'E6.go $,f..7 o eo O*g; E: fto. ;I5'.<roo detx=.E*.8 *'6?t0=1g!';s {.''*.,3 g. CLO.gE ilE =.ogg :'r<l0. ll,TEt'Q(n<oo5'o..-€ 5o'.f)l ,, !(i, ,f),.o l c., 3..o I..e,' &,,.o.,x,.' ' '",-Tt"-: !l'.5J . lDl.. ..f.,, .o.l'5, on,& gt 3to !o !. >tt:g 'fl !t t,o., ..-5, l, l a ,p.|(t.,:o o '.Or-':0:' ', Er..5,, .!i'1,.9., gl' ,ll:i :,4: .i|.llo. ':,tE:: ..,llt r,xr,';{!,1.'(|,' oi.F.. (t ql o.>1t!t!l 0 otL . . :: t t I {g u, .?|rIlug "rJ I nsPECrIoN rIcKEr I Inspction Rquest: Rcc'd By ( n n *r,k -zz-t Z- Req. By Plt, B l&q'/a Phone No. Project Pennit No.I e aoatB Address 440 Inspection Type Day /Time Req. Inspector's Report p Res.O comm. TNSP'CTOR'S ACTION gAPPROVED D DISAPPROVED DFINAL fum flNorAppLrcABLE D DrD Nor Nspgcr ncnon\ffnrD: linn)€- Rec't Acknowledged t{t*i.. Oiticc Copy F.FrR.C(n3 \btor . Job CoCt Pil - k|sprclorl@r t INsPEcTIoNTICKE{ tr BHg. tr Plumb. S Ebct. O Mah' O Firc Inspclion Request: Rec'd BY Req. By Projecl Address I'lV0 Dar' b-l 3- t ? Phone Ys. -Z t 3- SZ'z- | Perrnit No. 12 dCa /6 Inspection Type Day ffime Req. Inspector's RePort W Res.O comm. f NSPECTOR'S ACTION / / DAPPROVED ElOtseppnovro D FIML n c.o. (FTNAL) n Nor APPUC+BLE D DID NOr INSPECT i-,o* nEeurnro Rec't Acknowledged Wtil. - O|f€c CoPt F.FrR.CO3 tblor - JoD Cogt Pil - hca..Stlcqt rNspecreo ITEMS CONFORM TO APPROVED DWGS flY oN lr*r*onrrcKnr O F nros fl Mcch. O orc lnspection Reguesl: Recd Bv . / /, Date A/ 7 // 2Reg. By Phone No,4 /9 -55 >- 7 s*Pennir No. l,p y'Al o lnspeclion Type Day /Time Reg. Inspector's Report INSPECTED ,NSPECTOR'S ACTION Dv -ffip6*orr;""'' trc.o. (FTNAL) DDISAPPRovED ACTtoNREQU|RED: oNOTAPPL|CABLE 6*.DOIO NOTTNSPECT Rec't Ackrxiwtedped ffi.;g'""t - lblor . &! COy n* - rmf OOr Building Sofety Depqrlmenl Cily of Rexburg Phone: 208.372.2326 Fox: 208.359.3022 CITY OF 35N l.tE Rexburg, tD 83440 www.rexburg.org REXBURG c\' '''- *-*" Ameri cab Fa mily Com m uni ty Office Hours:Monday-Friday B:00am-4:00pm P on Seismic Design Category - D Ground Snow - 50 lbs. per sq. ft. Frost Depth - 36,, Roof Snow Load - 35 lbs. per sq. ft. Wind Load - 90 MpH Tbe followiug iams should be conpleted fufure1tou submit-1our buildingpemzt @plication. completion ofa Buildiag PetmitApplication: Youmay print this application from our websitervwrv.rexburg.org or pick up a copy atlle city Hall Annex brilai"g (uddre* above). Fot Resideatiel Peaits" (the following is tequired to be submitted before the Applicarion can be approved)tr 2 sets of site plans and 2 sets of Luilding plans (must be drawn to scale) r r -Plans must include foundation plan, nii lott)"yout, floor-plan, toof'layout, sectional views, front, back,and side elevations, mechanical l"yo.tt, stair details uri u.y a.tails ."qoir.d to illustrate special construction.tr Energy compliance Reporr The State of Idaho has adopted the Inteinational Energy conservation code(IECC)' A Compliance Review must be completed and submitted (the rescheck software is available onlineat www.eneryycodes.gov). tr Page 2 of the Application must include the Idaho contractor's Registration Nurnber or the exemption formmust be completed and signed, see page 10. tr Page 5 of the Appli."tioril*ibe completed and @.tr Page 6 of the Application must be .o-pl.t.d urrd .rJst b), uo.r, M..huoi.ul Co.rt.u.tor.D Page B of the Application must be completed ""d @trHomeownerg:pleasecompletepage6ofth."ppt@youfownelectricaiwork. tr Truss details including engineered floor joists a#requiredtr Property Line form needs to be signed by the builder or owner, see 'age 4. subdiuisions: If you plan to build in a subdivision please check theRexburg Development code for anyrequirements such as, property setbacks, "r.hit..t rr" board upfrorr^t, etc. Tiris information is available from thePlanning & zonngDepartment at the Annex Building locat#at 19 East Main. yffi,:;|;!::i:1,!^:"::")j-1,::j}i::-ry.T'i' t:l 1 ::- lo-:,vou wn need the parcer numbet (aparcelf:K';!::::!:::!'?,((:!:!'::":!::!,':s:'::::y:{i,4.""r;FF;ilhi;.#;:i:::,Y';:{"do not know the parcel number and cannot firrd "...od o?iit, please bring the name of the subdivision, phase, andthe lot and block numbers. Reaodels: If you are considering a remodel, a cooy of the bid or estimate for the remodel must be submitted withthe Permit Application. .2 sets of Plans are required (may need IECC Review).. Additions are the same requirements as new construction. CITY OIJ America! Family Conmunity RESIDENTIAI BUILDING PERMIT APPLICATION 35 N 1" E, REXBURG,ID 83440 208-372-2326 REXBURG Please Complete the Entire Application! If the question does not apply fill in NA for non applicable-*... *'- , .c\, PARCEL NUMBER: ( we will provide this for you) SUBDIVISION:UNIT# BLOCK# LOT#(Addressing is basedon the information - must be accurate) Dwelling Units:Parcel CONTACTPHONE, # ,UL- AJ32- PROPE,RTY ADDRESS: PHONE #: Home ( ) 7r5/ * I 1f2 Work ( OWNER MAILING ADDRESS. LI 4 A R"J ZI CITY,T,CXL,. " STATE:rJ ZIP:fj34,O."1 APPLICANT (If other than owne (Appl-icant if other than owner, a statement authoiztng applicant to act as agent for owner -r.t ,..o-p"iffi uppli."tiorr] APPLiCANT INFORMATION: ADDRESS CITY: STATE,: ZIP- EMAIT FAX PHONE #: Home ( )Work (Cell ( ) MAILING ADDRESS' lF u\, b n,.r <:.,* (,^r, l.crlrv]f,_qlI;,ry_siare-E/ zwg?ct ttry PHONE #: Home I?f64€/z-a%zl work ( )- cex pbg) 3 t 3 - t2a tbo.oLscon+1.;1,;;@z_-- ,^:,,1- __-_ _ REE _3561EMAILMTTX- IDAHo REGISTRATIoN # & ExP. DNIF. I 3- I 4 - Ig. How many buildings are located on this property?. Did you recently purchase this propert)if(3) yes (rf yes, list previous owner's name)- Is this a lot ,ptt{xp yES (prease iii! copy of new legal description of property) PROPOSED USE, (i.e., Single Family Residence, MuldFamily, Apartments, Remodel, Gatage,comme.cial, Additiorr, Bt..) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalty of periury I hereby certi$, that I have read thisapplication and state that the information herein is correct and I.swear that any information whi;h m;y he;;after be grven by me in hearings before thePlanning and Zoning commission or the city council for the city of Rexburg shall be truthful and correct. I agree to comply with all city regulations andState laws relating to the subject matter of this application and hereby authoriled representatives of the city to i.,n,.. .rpo., the above-mentioned propertyfor inso-ections purposes' NOTE: The building official may revoke a permit on appror.al issued under the'provisions of the 2003 International code incases of any false statement or rnisrepresentation of fact in the application o. o.r th" plurr. on which the p"J-it or approval was based. permit void if notstarted within 180 days. Permit void if work stops for 1g0 days. _/ _/ DATE WARNING- BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE!Plan fees are non-refundable and are paid in full at the time of application beginningJazuagJ,2@J City of Rexburg's Acceptance of the plan review fee does not constiuG plan ;pptor"lx*Building Permit Fees are due at time of application# r**Building Permits are void if your check does not clear# Building Sofety Depqrtmenl City of Rexburg Phone:208.372.2326 Fox: 208.359.3022 Properly Lines Each site plan that is submitted to the City of Rexburg for the Building Permit process requires that property lines are shown accurately. It is the Developer's responsibility to coffectly identi$, on the site plan the location of these lines in refetence to the public right-of-way, othet adjoining property lines, the street, other structures and all utility lines. The Developer should find property pins that are still available at the lot in question. If these pins do not exist or have become unrecognizable then a new survey should be performed. Accurate property line information is a must for a timely review. In addition to finding existing property pins, legal descriptions should be checked. The best way to identi$'properry line location is with a land survey. The City of Rexbutg has aerial photos and a parcel line layer that can be checked, but they are only a tool and are not guaranteed for accuracy. If you v/ant to request a copy of your lot, see the front countet at the Community Development Departrnent. I have read and understand the above requirements. i- q- '2 Date I Owner or ndrlar-;. Printed Name REXBUTTG c\, America\ Family Communitv CITY OF www.rexburg.org Building Sofety Depqrlment City of Rexburg CII'Y OF 35 N. 1$ E., Rexbutg, Id 83440 Phone - Q08)359-3020 / Hotline - Q08)372-2344 / Fax - e0l)35g_3022 O$7NER'S NAME, R PROPERTY ADDRESS 4/'tO SUBDIVISION PHASE LOT---- BLOCK Permit# /UOO\b ! n Approved for temporary power Approved for permanent power Requircd!!!ELECTRICAL \Electrical Contractor's Name U e-,r- \ o.. Ve;r. [1\..tn& _nusinessName -Bl *^. {'r €[e -+;-- l^., aaa'",, 4 -7 &\ i tl i(a.,< *J . citv State lD zip B3Lr/d Cell Phone (7o\1oQ - S (81 ^-rsiness phone ( Fax ( "-"'r Ba*n-b\".^.t<Jr@h . (COMMERCIAL/IND-IJSTRIAL) Total cost of electdcal system (conttactedAmount) $---(ncludes the nst of mateials in$alled ngardbss of the pa@ suppling it. The fees litted uider tbis lispectlon rpe rhall applt io oo1 ord otl ,lrrtirnlnot tpecifca@ nentioned elsewhere on tbh forn). (total cost ofsystem x 0.02) + 60 = $ ( (total cost ofsystem- 10.000) x 0.01) + g260 = g ( (total cost ofsystem- 100.000) x 0.005) + g1,160 = g ONL\): $10 fee for wotk not exceeding $200 in cost and not involving a change in NOT require inspection. D Up to $10,000 tr Between $101001- $100,000 n Over 9100,001 Small Works (Contractors service connections. Does n Up to 1,500 sq ft - 9130 ! 2,501. to 3,500 sq ft - 9260 ! Over 4,500 sq ft 9325 plus 965 for each additional 1.000 sq. ft. or portion thereoO). New: Multi-Fatnily Dwelling (Contactors OnIy) tr Duplex Apartment 9260 of Licensed Contractot tr 1,501 to 2,500 sq ft - 9195 ! 3,501 to 4,500 sq ft - 9325 1,000 sq ft. or portion thereof ($325 + (g65 x # of additional l2- RESIDENTIAL New: Single Family Dwelling, including aII buildings with wiring being constucted on each ptopetgr. (*Based on Euing space,see defrnition below) D -Three or more multi-family units: $130 per building plus $65 per unir ($130 x # of buildings) + ($65 x # of units){ n*isting Residence, Moiular, Manufactured oii4obile fromes, irra o.t""rred Shop: g65 fee plus g10 per 3 btanch -cir_cuit, up to the maximum of the,corresponding sq. ft. of the building ($65 + ($10 x # branch circuits))tr Central Heating/Cooling Systems: $65 \X/hen NOT pari of new tesidentiii or HVAC permit *ith .ro additionalWiring tr spas, FIot Tub^s, and Swimming pools: $65 fee for each trip to inspect Pumps-Wate4 lrigation, Sewage (each motot) *Living Space - space within a dwelling unit intended for human habitation which may reasonably be utilizsd for sleeping, eatrng, cooking,bathing,wash)r8,rccte117n,andsanitationpu{poSes.Anunfinishedbasementisconsideredpajofthelivingspace.. l'7r1 z'^" q License number & exp. date ! $65 up to 25HP n$95 - 26 to 200Hp l$130 over 200 Hp MISCELI-ANEOUS tr Tempotary Consftuction Services ONLY: 200 amp or less, one location (for a period not to exceed 1 year) - $65tr Temporary Amusement $65 fee plus $10 per ride, concession or generator tr Irdgation Machine: $65 for center pivot plus $10 per tower of drive motor tr Technical Service: $65 per hour ! Plan Check 965 per hour tr Requested Inspection: 965 Buildi! Sofety Deportment 35 N. 1" E., Rexburg,Id 83440 Phone -(208)3s9-3020 / Frodine -Qo8)372-2344 / Fax -Qo8)35s-3022 OV/I\IERS NAME PROPERTYADDRESS Permi# /A d00/tSUBDIVISION PFIASE LOT BLOCK Requred///lLECN?/C4I Electrical Contractor's Name g#ey t3("r.rk'El.c-[.;c- ln.Brxiness Name BI ^n.k F 1..,/r; . I n..Address 4a n;(r Rq-._ Kd.cq-!g 4_g_state__1p_ zip E3 lgoGll Phone g.oq -Zo1 -5L87 BusinessPhone( ) At,e_ Fo(Email (COMMERCIAL/IND-USTRIAL) Total cost of electrica! system (c-onb:acted AmounQ(Inc/udnthecostofmaterialsinia/kdre8ardleroftbepa@suppfingit.Thefees/i$eduiderthisiiqection!lpesba//app!ltoartanda//e/ectica/ not specifca@ mentioned ebewhere on thisfom). n Up to $101990^ ^ Gqrdeq-st of s)6tem x 0.02) + 60 : $! Between $10,001 - $100,000 ( (lotalcost o{ sptem - to.boo) x 0.01) + $260 : $ F over$100,001 ( (tgt"l=.ort of slot.- -lbooo-o) x o.obs) + $1,160 : $Small\[or|rs(C.ontractonoNLY):$1b.fee@$2ooin,cosil,,d,'oiinvolvingachangein service connections. Does NOT require inspection. RESIDENTIAL tveath?zg/e Fam/7Dut//z7zg, nc/z&vzg a//bnHzhgs uztb rezh'zg behg cozstructedoz eacbproperty. f?asedoz /;uhg s?ace,see defz*tbz bebu/ d Up to 1,500sq ft - $130 ! 1,501 to 2,500 sq ft _ $195tr 2,50'1. to 3,500 sq ft _ $260 tr 3,501 to 4,500 sq ft - $325! over 4,500 sq ft $325 p.l* $61 for each additional 1,000 sq ft. or portion ,fr.r."f lSlzr ilSos x # of addfuional1.000 sq. ft. or portion thereo0).tVe ru. ir'z/a Fam z/y Dne //zng /O ntracto i On /y1 tr Duplex Apartment $260 tr Threeormoremuhi-familyunits:$130perbuildingplgL65_p_.runic($1i9x# 9f buildinss) +($65x# of unit.)D Existing Residence, Modular, Manuiactured oii4obile rio-.r,branch circuit, up to the maximum of the_c,orresp_"lli's sq. ft. of rn aJ*",!CrnfialHeating/C-oolingSystems:$65\W4renNoT;;ofnewreside""i@addfuional rvr 'wmng spas, Hot Tubj' and swimming pools: $65 fee for each trip to inspectPzmps- Il'ater, ,hngatzb4 Seuzge /ezcb *oti4 ! $65 up to 25HP r$95 - 26 to 2ootP r$130 over 200 Hp MISCELLANIEOUS ! Temponry Constlction Senices oNLY:2OO amp or less, one location (for a period nor to exceed 1 year) - $65! Temponry Amusement $65 fee plus $10 per ride, concession or generaror ! Irrigation Machine: $65 for centerpivot plus $10 pertoq/er of drive motor! Technical Service: $65 perhour ! PlanCheck $65perhour tr Requested Inspection: $65*Living Space - space within a dwelling unit intended for human habitation whigh malr,easonablybe utilized for sleeping, eating, cooking,bathing, washing, recreatio& and sanita-tion purposes. An unfinished basement is considered pan of the Iiving space. 19r.1 Licensed C-ontractor License number & I SUBCONTRACTOR LIST Excavation & Earthwork: Concrete: Masonry: fr.2.c -r rY)or-rta {Y\a*-vtry Rooftng: r^^lA , t\^.*LForE p*Q,-un Insulation: BtilC- Drywall: lSAr*.' n+*""r b,"t,r:ol { Painting: Floor Coverings: ilectrical: Rluov( Lt l. .l'.t z- Special Construction (Manufacturer or Supplier) Plumbins:U Heatins:U c>Roof Trusset, \:rln C Floor/Ceiling Joists:_ Siding/Exteriorrri-, R*\l B*-;\J"-e+ 9*pF iy Other: E,XE,MPTIO o NS F'ROM STATE, RE,GI TION As ofJanuary 1,2006, the City of Rexburg can no longer sell permits without having a copy of your State registration number ol your exemption from the State registration. Please send a copy of yo.rt state registration or fill out this form showing your exemption and send it with your license renewal ot yo.rt next permit apllication. oSTRA (This iist is a summarizaion of Idaho Code Title 54 Chapter 5205, for full definitions of these exemptions please see the State's website at www.ibol.idaho.povlcont-htm) tr curently State licensed pursuant to Title 54 Idaho code, chapters: f, Architects, 10 Electrical Contractors / J ourneyman, 12 Engineers/Surveyors, 19 Public Works Contractors (exempt from fee only registration required), 26 Plumbing/Plumbers, 45 Public Wotks Construction Management Licensing Act (exempt from fee only registration required), or50 Installation of heating, ventilation and air conditioning systems tr Employee ot volunteer of a licensed contractor or pafiof an educational curriculum or nonprofit chadtable activity with no wages or salary u Employee of a US Govemment agency (State, City, County, or other municipality) u Public Utility doing construction, maintenance, or development to its own business tr Involved with gas, oil or mineral operations o Supplier doing no installation or fabricating D contracting a project or projects vzith a total cost less than $2000 tr Operation of a farlr, or ranch or consttuction of agriculture buildings exempt fiom Idaho Building Code tr Any type of water district operations tr \fork in rural districts for fire prevention pulposes tr Owner who petforms wotk on own property of contracts with a registered contractor to do work as long asthe property is not for resale within 12 months Owner or lessee of commercial propety perfotming maintenance, repair, alteration or construction on that propefty tr Real estate licensee/property manager acting within Idaho Code D Engagng in the loggrng industry tr Renter working on the property where they live with the property owners approval D Construction of a building used for industrial chemical processing per Idaho Code u Construction of a modular building (defined by Idaho Code) to be moved out of state I hereby certi$' that the above information is true and correct to the best of my knowledge. Signature Date Print Name lJst ^ o\l ;-= ^-o?sl c-;sl ! .9 .r; -; ^< tih(ESCa" o:-lil: O O Pl *€-^-l>-;-{l> X Xs> xi o 7t /1 (EO 5p 3 l''iE +-!x =v sl Ni \i o. &- tu @Lro9a: uJ=()zu j jl-j - od Gc s,tet \\ FO .9 ic-- o cE O.9o- E 3sio O.a;6Ps€:3 e-.,i S,!: E ,'S-.,t -;;::; f?r9$E i E# ; 9r5F$git 2 fin-,90€€Ef g ;gAA iElr F JEA"' E.EEi U ;4j - L:O dt x E=FFE c v E , a ;'Z* e** O 8:t Ac-.9 [-l ,^rn eE =3 zHU:it:^rW2 n 9 == '.A. Hl-==--= E E 9i ="< E= = * == t_z a,.e Et Z= := z=.= F =2 =<. -i fr €i =i g= rt i.i it. 5r=elt'*5 =; f i |{ ri_ == , l,J= ._- \J i: \J-(' = = ,= .F otr oo otroFo tr,Fzoo o - o - IIJt l- o !o d F e z (J T L tU f- F- or o I IIJ F Fa , Job Truss s12052-1 1 A1 BMC WEST (|DAHO FALLS), roAHO FALLS, iD 8340t -P,g1e.o?seG tx,Vl: LOADING (psf) TCLL 35.0 TCDL 7.0 BCLL 0.0 - BCDL 7.0 TiCsT-ype FINK Qiy Ply .LARhy BEESIEY - Elileks-oN ADDITIoN 15 't Job Reference (op1iolral) zzSo s tlav i 1 2014 MiTek lndustri*. lnc. Fri Jan 06 1 3:38107 201 2 Page 1 lD:6kgt1 2WN5yk5S81 5FN?sYRyRss'M-YqOjR?lbllRnZxpcoFNk-oh0V3gCFiOdDBl cNnzy2NE-2-0-0 2-O-0 6-19-14 13-0-0 19-1-2 26-0-0 28-0-0 6-10-14 6-t-2 6-1-2 6-10-14 2-O-O Scale:1/4"=1' 6 6B '.-A "ouo-r.r,-tr,o ?-f,bo-r utL",o-3-0,0-3-41. [t;0 g 0,0:3 41 1] 1 4_OO 12 T] SPAC|NG 2-O-O CSI Plates Increase 1 .15 TC 0.41 Lumber Increase 1 .15 BC 0.45 Reo Stress Incr YES WB 0.33 Code |RC2006/TP12002 (Marrix) 26-0-0 8-1 1-4 G c,l, 17-O-12 DEFL in Vert(LL) -0.19 Vert(TL) -0.32 Horz(TL) 0.09 Wind(LL) 0..10 Ud 360 240 nla 240 (loc) l/defl H-t >999 H-l >948 F nla H-t >999 PLATES GRIP Mll20 2201195 Weight: 102 lb FT = 2oo/o LUMBER TOP CHORD 2X4DF No.1&Btr BOT CHORD 2X 4 DF No.1&Btr WEBS 2X 4 DF Stud/Std REACTIONS (lb/size) B=1443/0-5-8 (min. 0-1-9), F=1443/0-5-8 (min. 0-1-9) Max Horz B=81 (LC 3) Max UpliftB=-390(LC 5), F=-390(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All iorces 250 (lb) or less except when shown.TOP CHORD B-C=-291 4/593, C-D=-2516t512, D-E=-251 6t512, E-F =-291 4t594 BOT CHORD B-t=-541 /2668, H-t=-287 t1834, F-H=-463/2668 Sheathed or 3-5-14 oc purlins. Rigid ceiling directly applied or 9-0-1 1 oc bracing. lr,liTek recomrnends that Stabilizers anO iequired -ois bracing be installed during lruss ereclion, in accordance with Stabilizer Instqf!4!lo1g!r!!19- BRACING TOP CHORD BOT CHORD WEBS NOTES 1 ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psl; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; Lumber DOL= 1 .33 plate grip DOL=1 .33 3) This truss has been designed for a 1 0.0 psf bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 5) Provide mechanical conneclion (by others) of truss to bearing plate capable of withstanding 1 00 lb uplift at joint(s) except 0t=lb) 8=390, F=390. 6) This truss is designed in accordance with the 2006 International Residential Code sections R502.1 1 .1 and R802.1 0.2 and referenced standard ANSI/TPI 1. LOADCASE(S) Standard 12 00018 44O Reed St - Garage Addition Office Copy Job rruss 812052 11 AIGE BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 TrusdType GABLE OIy PIy LARFY BEESLEY - EFICKSoN AoDITIoN 21 Job Reference (optionat) 7.250 s May 1 1 201 1 MiTek Industries, Inc. Fri Jan 06 13:38:08 2012 Paoe IlD:6k9tl 2WN5yk5S81 5FN?sYRyBssM-bty6fLmE23ZeA5NSazuzW?DEaT5r EkmSrmAvDzyZND ?q_0_013-0-0 ?q-.0'2-O4 -2-0-0 2-0-0 F t+ -T1 LOADING (psf) TCLL s5.0 TCDL 7.0 BCLL O.O BCDL 7.0 LUMBER TOP CHORD BOT CHORD OTHERS 13-0-o1 3-0_0 4.00 1t 9r SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1 .15 Rep Stress Incr YES Code lRC2006/TP12002 Scale = 1:41-3 JttST4 ST4qTq STi}ST2 ST2 --r STlA orr sT1 KjBl-.g2;i ?0-0:026_0_0 o csl TC 0.20 BC 0.11 wB 0.06 (Matrix) DEFL Vert(LL) Vert(TL) Horz(TL) l/defl Ud nla 999 nla 999 Na ila tn nla nla 0.00 (loc) K PLATES GRIP Mll20 220fi95 Weight: 98 b Fr =zOY" 2X4DFNo.1&Btr 2X 4 DF No.1&Btr 2X4DFStud/Std BRACING TOP CHORD Sheathed or 6-0-0 oc Durlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITEk recommenOs thatStabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer bqCllqliorr Slidg.REACTIONS All bearings 26-0-0.(lb) - Max Horz A=-54(LC 4) Max uplift All uplift.r 00 rb,or.less at joint(s) A, K, R, s, T, p, N, M except u=- j 26(Lc 5), L=-1 26(Lc 6)Max Grav All reactions 250 lb or less at joint(s) A, K, Q, R, S, T, p, N, M except U=+r OllC I ), a=4 j si(LC 1 ) L9l1C^ES (tb) - !qx. Comp./Max. Ten. - Ail forces 250 (tb) or tess excepl when shown.WEBS B-U=-325l140, J-L=-325t140 NOTES 1 ) Unbalanced roof live loads have been considered for this deston.2) Wind: ASCE 7-05; 90mph;TCDL=4 2psf; BCDL=4.2psf; h=25fr; Cat. ll; Exp C; enctosed; MWFRS (tow-rise) gable end zone; cantitever-. left and right exposed ; Lumber DOL=1.93 plate grip DOL=1.333) Trussdesignedforwindloadsintheplaneofth;tiussonly. For.studsexposedtowind(normaltotheface),seestandardhdustry _ Gable End Details as applicable, or consult qualified building designer as per ANSI/Tpl 1.4) All plates areZx4Mll?e unless olherwise indicated.5) Gable requires continuous bottom chord bearino.6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a .10.0 psf bottom chord live load nonconcurrent with any other live loads.8) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangte 3-6-0 tail by z-0-o wide will fitbetween the bottom chord and any other members.9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 tb uptift at joint(s) A, K, R, S, T, p, N, Mexcept 0t=lb) U=126, L=126. 1 0) This truss-is designed in accordance with the 2006 International Residential code sections R502.1 1 . i and Rg02.10.2 and referencedstandard ANSI/TPl 1. LOAD CASE(S) Standard Job Truss 812052-1 1 Bl BMC WES' (IDAHO FALLS'IDAHb FALLSJD $40' -2-0-O a-n-n z-u-u g-0_0 Qty ?Iy LARRY BEESLEY - ERcKSoN ADDIIoN 51 Jgb Reference (optional) rD:6keri2wNsykssrru."',.ffii.$-*olJ.llllS*[gi,"g5!i,1fi;,I6iii&''e'o?f,31,i1,?,j'rfi6 6-q-o B-o-o3_0_0 2_O_O I russ I ype KINGPOST S€le = 1:18.9 4.00 12 ' T1 -.,: c :" .' ''.... ll D .T1 9:Q:Q 6-0-0 .. 3jo-g3-0-0 LOADING (psf) TCLL 35.0TCDL 7.O BCLL 0.0 . BCDL 7.O SPAC|NG 2_O_OPlates Increase I .1S Lumber Increase 1.15 Rep Stress Incr YESCode lRC2006/TPt2002 csl TC 0.38 BC 0.06 wB 0.05 (Matrix) DEFL in Vert(LL) -0.00 Vert(TL) -0.01 Horz(TL) 0.00wiryqu o go BRACING TOP CHORD BOT CHORD (loc) l/defl Ud F >999 360 F >999 240 D nla nla B >999 240 PLATES GRIP Mil20 220t195 - IYeiSht:24 tb FI =20% LUMBER TOP CHORD 2X4DF No.1&BtrBOT CHORD 2X 4 DF No.t&BrrWEBS 2X4DFSrud/Srd REACTIONS (tb/size) 8=463/0-5-8 (min.0-t_8), D=463i0-S_8 (min.0_1-8)Max Horz B=37(LC a)Max UptiftB=_j90(LC 5), D=-190(LC 6) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less excepr when shown NOTES Sheathed or 6-0-0 oc ourlins. Rigid ceiling directly applied or 10-0-O oc bracing. Miiek reconrmenOi that StaUitZGrs anO requireO cross Oracingbe installed during truss erection, in accordance with Stabilizer hslallallqn gqde. 1 ) Unbalanced roof live loads have been considered for this desrgn.2) wind: ASCE 7-05; 90mph; TcDL=4'2pst; ecol=+.zpii; h=iSi; cat. ll; Exp c; enctosed; MWFRS (tow-rise) gabte end zone; cantirever-. left and right exposed ; Lumber DOL= 1 .33 ptate orip 'bOl= t .eS3) This truss has been desioned fo,r a 1 0.0 pti oonir'"noiJ live roao nonconcurrent with any other live loads.4) * This truss has been d"ion:,d^t9l 1],'u9'i;rJ-"];o.o;;i;nin" ootror chord in ail ar"as frhere a recrangte 3-6-0 ta1 by 2-0-0 wide wiil firbetween the bottom chordind any other members.t' B:"r"Jf mechanical connection (by others) of truss to bearing plate capabte of withstanding 1 00 tb uptifr ar joint(s) except (il=tb) B=1 90, ') ]g;J:?;t;i,3ffi'3ned in accordance with the 2006 Internarional Residentiat code sections R502.11.1 and R802.10.2 and referenced LOADCASE(S) Standard I i ii+ r lltl il ii ,ill ii li l 1rtl l lt I i l II C)m II l\)q nmT t- m 9.Im € rx zo oc7(D vm o mooz 7m--.'|m mx a Jzo -o m zm €o n om 12 00018 440 Reed St - Garage Addition Office Copy bN tl I,IJ(9 t CI =|.IJz I,IJ FI.IJtC)zoo =IUz c0E fc)oz YJ =[!o a tIJ C) J(L l.lJt 1ll oT- C'ztra X]U I,IJ FI,IJtOzoo tIJ o I,IJt {1r+E' aDr--- o vooo o CLoCL oo o o o CLo ql=th o T Eo g !,3o ET A'9.=(cI CLoo(cl= =. o CL ICLo€=an 'n o troo CLo g. a anoo = x 63=s |=dff dH A9=EigE:i*;;l JUER 3== s = sEE* d=s 5 3 r;se |:= E E {:i @ Z a ,-res E E n q NtqiFgE iE aFEg:fr:tr P=* eiYtH= =ff* E gE s- n'i -Tl o 3 1?..,|(t t-m N,xI l,oa-{ ocr(DtirFm?'1,=A r qd 24q> -c-n{\I 7J T 9HF Nx I z R6 =3z=q,: no>r z -{ -lo(n rm AA !o)(oo(o CNTml Tiz2G)m'nm=OFmmo7 a =-rN: - v@ o o!! 692Ii==3 .idn- fi*-EU= r' ro d I OA? 9Hq^i;E *EE*tFi *g; az r-m ovJ r-i mIII