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Home My WebLink About12 00444certificate of o"@ City of Rigby Department of Community Development158 West Fremont Avenue l-rfigOv, iDi rron, Buifding permit No: Applicabte Edition of Gode: Site Address: Use and Occupancy: Type of Construction: Design Occupant Load: Sprinkter System Required: Name and Address of Owner: Gontractor: Special Conditions: Occupancy: G.O lssued by: Pfumbing fnspector: 12 0a444 International Building Code 2009 182 S. Colene Dr., Rigby, ldg34r'i2 Single Family Residential Type V, non-rated N/A No Jab Construction Inc. Residential - 2 units or less, permanent in nature This certificafe' rssued pursuant to the requirements of section 10g of the tnte.rnltionat Buirdingcode' certifies that' at i!1; i;';;it;r?1r", tnis nuiaiig or that portion oi in" buitdins that wasinspected on the da.te tisted i"" i"iia ti ii ii""iii""rc3 yrlith the ,"qiiir"nts of the code fo;r':;{;:i and divisio, ;i;;;rp"raLna tn" ir"-i",iriiirn the propoill"Ji"upuncy was Date C.O. tssued: 7_ / Z_ / s There shall be no furthg-1,1""1i""#;;il"r change in the existing o_ccupancy ctassification qf the buitdins no,approved ""io ruilrl''""nxtn;:J"0" to the buirdins or anv p"'ti"it in"r"of untit u.'" rjriio"i,rgt;[1j,il"?*i",ff$:11n"r, Efectricat fnspector:Fire fnspector; ffgig a g'iii Fi ilg fii*i3;a$ iEf iHgg*€ Es 3;F* 9. .t'!l 'O,, ?t,rc'.l 0,<.,o. ,'CL, ,.qi .t.. .:. !.,S ! N *,gF*r 2o-u noIozPo=E3zqron(t mrmc){76 r tr 3g zoo0l (t ahoto u,o F o C)o oo t ,n6{oo(' o ta t o o': 7o |a t- irt;' ,l\l. . ,lE'o !:lrlzof+rtooagE .;i 6.lt'eaCL ,3 'r':|it :ts rcl ,,9 o-{ F ) lti.::..1 oea ';3: 'r1r,.lr ::t:.sg:'84 o i!l ,::'lts cl ,o,. .:rti-',.o:: cs .ol':5,' i!1" ,it..il o,, .3.:&: .rSl 'r :ltlt{l .9.., ::(t '7 l'o7s,.u o'!l rA'5'$. &Eoo ii N: .3@.o. s og :! &aa -l oa 't' I3loiot o, 6'I.0i;ioi ci @ttioioi--€_]rElc: -:.i 0,r{6i>-'!D rltirlSvi< io ;fii r.rl ,Etl..i r=it II gHgHSHIli iJ f/U> T)fl itii InsPction Request: Req. BY Prolect Address lgL SPECTION TICKET Rec'dBy -' wv-HiL . , ly'l , a , rA-- *n No- 'fq - s7 f I:,:iff;ii:ffiwq trlnspection TYPe Day ffime Req'J-?-t" P;n' lnsPector's RePort K Res. D comm' nY bx flN/AED DWGS O DISAPPROVED f] NOTAPPLICABLE NHNAL t]DID NOTINSPECT Rec't Acknowledged t{hat. ' Oltc CoPY F-FrF.c003 Pil ' Iticf.frlcott rbrcs ' JoD CogY 'lflfr(- lnspectionTYPe frtvnu' '-- . . ti inDay ffime Req. Il - Jxsrncrlo1fIcKEr ft vwg. o Phmb' "'dny,Jhwlttr/'4t-wrc J4? ;; ;, ,-lv>h-q w/Sr'' ' ' Phone No Perrnit No. lL Address I EZ lnspector's RePort fi Res. B comm' x t\.,'']L('-.i,,, {.',. ,t'* ttlt".t; t\- tl.' "l ', ''i'l't., r'i "* 'j'6> **L\ fw.&I,r. ' ffinPPRoveoowcsINSPECTED ITEMS CON nY nN rspEcroR'sAcfloN r. - s*b.Lt-...."fr,;;'itr'* 4':::::^5, :*f:INSPECTOR'S ACTION nc.o.(FINAL)f]NgTAPPLICABLE UDIDNOTNSPECT Signed #4t"4 Rec't Acknowledged lbro| ' Job CoPY Pi* - h69.cto.l@t tirhi. - Ollicc CoPY F-FrF.cm3 fl N/A ACTTON REQUIRED: O rx$racrron rrcKETO n BHg. n Humb. I Ehet. * Mxh. 0 Firc lrrspeclion Reques* Rec U gy F{" \"-, Drrr Req.By Prujeet Address lnspction Typc Day /Time Req. Intpertor's Rrpofi Phone No. - 5,Ac'* 5 ga PennitNo., tl #cqqv ,'Lc-. D-, rNspnfTfF rTrMS C0r'lponu ra *rpno,vrn Rec'l .4clnoxtrdged rihat . cIs$ eoptF,F,Sl-c0$t rtlor . Jof Cogy Frr.lrrrFQbrery www.rexburg.org City of Rexburg Phone: 208.372.2326 Fox: 208.359.3022 Seismic Design C.ategory_ Dbrcund Snow _ 50 lbs. persq. ft.Frost Depth - 36,, Office Flours:Monday^-Friday g :OOam_ 4 :OOpmP ffilt#J :'ri'##bs' per s q' ft' F trTr#:;r{i:^:t::onsidering a remodel, a copv of the bid or esdmate for dre remodel must be subrruned with. 2 sets of plans are required (nuyneed IECC Review).. Additions are the same requirements as new construction. BuitdQsor"ryffi 35N /srE Rexburg, tD 83440 Si T,refdlowxg irerrc srm,trd h alrpterd @ p.r subrnit p.tr h/angwnu dpptirztian c'ompletion *' !::!^okp:dt ryru:don: yourro{p}l,r this apprication from our websitewww.rexburg.org or pick vp a copy at*. cto-fiu a*.iilrrraing (address abtv$.*;u"tlj#{;ffi:'{f i;ffi il*u;*1rl*i:;;#:r;"ff Apprica,ioncanbeapproveci) -Plans must include fot'ndation plrrr, fl"%;l;r;il*, n"., ph" ;#iayour,.secdonal views, front, baclsand side elevations' mechaniJtv;;;#ii,i#*q ""ydr"id..q"i.;a to ilhxtrate speciai.or,struction.{ Energvc'ompliance Report: Th. srrr.'of IdJ" h;;d.#J;h.J",.H,i."rr Energydnservation c-ode |1tffi..+ffitkEfui'* -*' u' 'o,,'fi.*i ,"a'r'u*i*.i'rrr,. ..r.r,..k soir*rrrirl,,"ilrbr. onlinets ffiili:HS:*t:FdU:,T:'il*JT ortheexemptionrorm F page 5 of rhcAppli."tiorrili f. .oripl.ted and @b Page 6 of the Application _*, O1 ::dF;4;& Page 8 of the appftcation rn*i U; .o",ri,f1ga ""J@.-ffir.t',':ffi ru:5:ilr"";ft [';$.:Tffi .o^"wilbedoing]ourownerectricarworkh Propenvline form nledJto u. lig".J df ;k ffi;#or owner, see page 4. Subdiuisions: If you plan to build in a subdivision please check the Rexblg Developmgnt Code for anyf':ffi???:Xln:mffi :ftr$fl:T3:ffi :kg,:',%f !#ffi#iil*,*"i,",,,i,,f ,.rrom,he New Residential Homes:If your building permit is for a new {rom9, you w4 need. theparcer numb er (a parcrnumber is the coantv's orolt,ru ideitricatun *nii ,3.rog!ri<r, , pn, ,ilrq*d;".; pr;;;ar addiess *il il;;r*d. If you$:xffr'*l'",nil :yETJJ#!:#l;1:i{i!i!,,y:T:rTE+" nlme or,he subdivision, phase, and CII"Y OIJ REXBURG ft/ Am crica'.: lum ily (:tt m ntutu ty P_le.ase C-omplettre E ntire Application! If the question does nor applyfill in NA for n& appJ,icable RE SIDENTIAL BUILDING PE RMIT 35 N 1" E, REXBURG,ID 83440 208-372-2326 PARCEL NTIMBER _. ---, cts, Ameica's Fasnily ( )ommunitv APPLICATION (We will provide tlris for ycu) SIIBDIVIS]o.N', Hnrl.l" Cn.grr< = LINIT# (Addressing is based on the information - -*t be oorr"t.) BLOCIc+ 3 LoT# L Dwelling Unia:L Parcel Actes, O, lB ,qryr. CONTACT PHONE # zo8 5'g? -, ) g{ PROPERTY ADDRESS: PHONE #: Home ( )srork (w8) 7 l; - 7 q ?6 cd[ (2d;) sffi . y gr O\XA{ERMATLTNG ADDRESS: p, o. Eav rO G CITr,__R4Ly__sTATE: I/. np, g3yv ZEM1iiL Jnunrc) Jaautn Gn Fr___zng: l4{- s za I APPLICANT (If otherthan owner) (Applicant if other rhan owner, a sraremenr APPLICANT INFORMATION ADDRESS CITY: STATE;ZTP EMAIL FAX PHONE #: Home ( )Work ( )Gll( ) applrcant to act as agent tor owner must accompanythis a MAILING ADDRESS: PHONE #: Ftrome ( EMAIL IDAI{O REGISTRATION#&E)0. DArE pcE-fb// 2- Did you recentlypurchase this properq'? No Yes (f ps, Jist previous 6wncr,s namc) Is tlris a lot split? NO PROPOSED IJSE: of properry) (i.e., Single FamilyResidence, Muhi ;Apanmems,Garage, Commercial Addition, ..- Signature of Oumer Al)l,l,ICi\Nf.'SSI(;NA,ItJttIi,(]|]R.l'Il]T(];\.l'ION:\NDl\L]'I'IIOItI7l\.l'I()N:Urrderpcrraltyofpcrjur,Ilrereby ap. plication and state that the information herein is correct and I swear that any urformatiol yhLtr t*y tr.ieaft., be gilr"n by me in hearings before the 1t""ry"8 an{ Zoning Commission or the Gty Co'ncil for the. litr 9f Rexburg shall be truthful and .or...r. I agree io .o-ily *i.t "[ qit[ regulations and ltatg laws ol"ti"8 to tlre subjea mauet gf qtf application and herebyauthorild representatives of the Gryto i'nter upoo the abo.,re-m.rr.io.r!d prop.rryfor insp-ectior-'s. PurPoses. NoTE: The building offkial may revoke a permit on approrral iss*d ,-d.r rh" prlvisions of the 2003 Intemadonal Cod; in' YES (Please bring copy of new legal S,nol-, - ^-6*^,1'," cases of any false staterrcnt or mis-representatioir of fac in ihe application o. on rlie'plans ." ;hi.[,h. t;tfi; or approval was based. permit void if notstaned within 180 dap. VermnX/idif work stops for 180 dap. /ot oere 3rlZ \TARNING - BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE!Plan fees are non-refundable and are paid in full at the time of application beginning lanwry I. 200j City of Rexbu_rg's Acceptance of the plan review fee does not constitui plu"-app.".rf:r*SuildingPermitFees are due attime of application?!:i :!*BuildingPermits are voidifyouriheckdoes notcleat'r{. Buil Sofefy DeporfmentO City of Rexburg Phone: 208.372.2326 Fox: 208.359.3022 Affidavit of Legal Interest Statr of Idaho C-ounty of Madison I, Name Address State Being fint dulyswom upon oath, depose and salr (If Applicant is also Ovynerof Recond, skip to B) A That I am the record owner of the properq,described on the atrached, and I grant mypermission to: Name to submit the accompanlng application penaining to that property. B' I.agree t9 indSmnify,-{efe1d and hold Rexburg Ciryand its employees harmiess from anyclaim or liabilby resulting from any dispute as io the sraremenrs contained herein or as to theownership of the properrywhich is the subject of the application Dated this Subscribed and sworn to before me www.rexburg.org dayof Mdress CITY OI 35N l.rE Rexburg, lD 83440 REXBURG CS', A m cr ir n's F a n i ly ( ) o m nuttu ty City )o Jrgnaurre the dayand year fint above writren. r\orary r'uDllc ot Ictaho Residing at: Mycommission expires: guilGng Sofety Deporfrn.,t www.rexburg.org E,ach site plan that is subrnitted to the City of Rexburg for the Building Permit process requires thar propertv lines are shown accurately. It is thc l)c'relopcr's rcsponsibilitv to corre ctly identify on the site plan the location of the se lines in reference to the public right-of-way, other adjoining property line s, the srreer, other structure s and all utility Lines. The Developer should find propertypins that are still available at the lot in question. If these pins do not exist or have become unrecognizable then a new surveyshould be performed. Accurate property line information is a must for a time ly review. In addition to finding existing propeny pins, le gal descriptions should be checked. The best way to identify propeny line location is with a land surye,y. The Ciq, of Rexburg has aerial photos and a parcel line layer that can be checked, but rhey are only a rool and are not guaranteed for accuracy. If you want to request a copy of your lot, see the front counter at the Community l)eve lopme nt Depanment. 35N irE Rexburg, lD 83440 City of Rexburg Phone: 208.372.2326 Fox: 208.359.3022 rtY ()r REXBURG(\, Ame ri ra's l;umi ly (.o m nun i o' Property Lines I have read and understand the above requirements. Date ( ()rvner ()r {lluilder Printed Name SprinterHeatinga 208I -745-7278 Buifding Sofefy Deportmenf Cily of Rexburg PROPERTY ADDRESS HaitEy Greek Subdiyision, Block 3. Lot r, Risby, tD Permit#o\yNER'S CONTACT PHONE €08) sss.sTss OVNER'S EIV{.AIL ADDRESS jaramie@jabconst.coryl oL' RsxPttng A 6 I i m'-. Fa6i l! Co mnt u n i tt OWNER S NAIVIE JAB Construcrbn, lrE. Requircd!!!Mechanical N{echanical Contractor's Name Justin Johnson Address3846N1ooEsuite6IPoBox610 .. -ciryx'9lr--stat lg-ztpwa2 Cell Phone (208) 313-5qls Business phone (ns)74rT226 % Fax (CoMMERCTAL/rrvDrlsrRrAL) Total cost of mechanical systern (conracted Amount) $-_-..-...-_(Inch&t tbe twt of nanials n;talb( n-ea(bss ofitn paE silpping it- Thefea listei rrder tbb irupctiu Ap ,batl apply to an, and a!! nuhanicalinstalkfions not tpecifcal!1 nentioned eLeainn oa Ainll- - - - o Up to 910,000 iqtq*gef-grrrrqx 0.02) + 60 = $tr Berween $19,_001- $100,000 ( (total cost of +,stem * t0i)00) x 0.01) + g260 = gc Over $100,001 1(total .oE.t_pf sort - _ 1OUOOO) x O.ObS; + $1,160 = SRESIDENTIAL Nelz: stagle FaailyDvelliag iaclodiag aMuildiags wie efuita bcing coas&ucted oa cach ptqtcny. (Bzscd on liuing spzcc,sce defraition below) Gl Up to 1.500 sq ft - $1 30 D 1 ,501 to 2,500 sq ft _ $t qscl 2,501 to 3,5O0 sq ft _ $260 D 3,501 to +,SOO sq ft _ $lZSD Over 4'500 sq ft $325 plus $65 for cach additional 1,000 sq ft. or portion thereof ' Ncw: Multi-Fcaily Dwclliag (c4,tzcto'' ffi;. ($65 x # of addidonal- 1'000 sq' ft' or portion thereoo)' D Duplex Apartrnenr 9260 El Tbree or mote muld-famrly units: $130 per builqing plus $65 per unir (sl30-x #-of buildings)*+ ($65 x # of units)o Existing Residencg Modular, Manu-factured oi i4ofile flo-"* .ita O..^"rt.a Shop: 565 fee plus S10 per1','I{VAC equipment being iostalled up to the maximum of rhe conespoarting sq- ft- of the building MIscELLANEous ($65 + ($10 x # of ExruresD n Pl"n Checls 965 per hour o Technical Scryice: g65 per hour D Gas Line: $65 o Water Ffeater Replaccmenc $65 D Requestcd Inspection: g65 E Fireplacc/Solid Fuel Buming Appliance: g65 per inspection *Living space - space wirhin a d'x''dling uait inrended for human lrabiration q,hich rnay.rcasonnbly bc utilized for sleeping earing cookrng,bat]ring weshing, recreation, and senitation lxrrposes. An unEnished basemeot is considered part o[the li.ving space.**Exarnples of I{\.'AC EqurpmeoSfurna.T replac.rnent, solar, rvater heater, etc.rr riL. Eqrxpmelt$rurnacf replacE h€nt, r +P\,gg--=-HVC-C-1 39 1 exp. O2l2At1S acure of Licensed Contractor License aumber &date Odober2.2O12 Oct 03 ?Ql? 7:36FlM HP LRSERJET FRXo p.1 Building Deportment Cily of Rlgby PROPERTYA SUBDNTISION PTIASE Permit# OM{ER'S NAME Requircd!!!Plumbing g,4c-. Plumbing Cmttactot's Name Name .\d rvrzrf ro(ffi) (COMMERCIAL/INDUSI RIAL) Totd cost of plumbing $_ (Contracted Amount) (Inchilu the wtf nutaiab instal&dngardLrs {tIEFdJ ttfubnEit TlxJa"t liral aa&r hit ilpactiott gp shall app$to any aaddlphabirgtuAlhin: awrpclfu$ antiwud clwtxn an th*fom). tr Up to $10,000 ct Between $10,001 - $100'000 o Over 01$1001 RESIDENTIAL Neve: Siagle FaaiS Dwelliag, iacludiag aII buildingx with widag bciag coasauctcd oa cach ptol>crgr. (*Baaed onlir"ir4gspacs, rc &fnition below) ts Up to 1,500 sq ft - $130 o 2,501 to 3,500 sqft- $260 tr Ovet 4,500 sq ft $325 plus $65 fot each additimal lp00 sq ft. ot portioa thereof ($325 + ($65 x # of additiond.1,0O0 sg. ft. or ponion theteo0). New: MuI ti-Fam ily Dwelliag (Contacnn OaIy) tr Duplex Apartoent $260 o Ttree or more multi-fa,rnily units: $130 perbuilding plus $65 per unit ($130 x # of buildings)+($65 x # of units) o Exiating Rceidence, atrd Detachcd Sbop: $65 fee plus $10 per fixture up to the maximum of the correqponding sq. ft of the building ($65 + ($.10:< # of fncftrcs)) tr Gmy Water Systems: $130 o LawnSpdnklersr/BacHlowDwice:$65 s Modulat, Mauufactured or Mobile l{onee: $65 for sewer and water stub corraectioas o Multipulpose Fire SprinHer eod Domeetic Wrtc! Supply Systern: $65 fee or $4 pet spdnller head, vAichewer is greater Sewet & Vatct o 938 Sewer Line o$38 \?atet Line c$65 Sewet & Water- ifinspected at the sarne time tr $65 Sevrcr tumarowrduodethouse (dmoge ftom septic to city) MISCELLANEOUS o PlanCheck $65pethout c Tcch,nical Senrice: $65 pet hour o Gas Line: $65 o Watcr flcatcr Repta.cetrent $65 o Requested taspection: $65 o lfy&onic Heating: $65 + ($10 : # of manifolds/zones) *Living Space - space within a dwellir:g uot intend€d for human habiatioo wbich mav reasonably be utilized fo( sieeping, eatiog cooking, bathing washing, re crcation end sanitation pu4roses. An un{inished basemenr is considered part of thc living space. (total cost of systecr r 0.02) + 60 = $ (totat cost ofsystep - tO-OOq x 0.01) + $260 = $ (totatsost of system - tOO.@ x 0.005) + $1,160 = $ u 1,501 to 2J00 sq ft - $195 o 3,501 to 4J00 sq ft - $325 /{e Signature'of Licensed Contrac tot lo{n lre DateLi:censenunber & Exp. Date 6 a: iBuilding Sofefy Deportmenl 35 N. 1" E., Rexburg, Id 83440 City of Rexburg - I /l lxl i\rt- 1l l rl I / H^f lrha - OWNER'S NAME JAB Construction, Inc. PROPERTY ADDRESS Hailey Creek Subdivision, Btock O, Lot t, Rigby, tD Permit# o\x,NER'S CONTACT PHONE (208) 58e-5785 O\X,NER'S EMAIL ADDRE SS jaramie@jabconst.com RgXssi"IKG--- - \w i.xtl nl fa t i t li. i."**vp ni P Requircd!!!Mechanical N,Iechanical contractor,s lrd2fi1s Justin Johnson Business Name Sprinter Heating & Hydronics, LLC Address 3846 N 100 E Suite 6 / PO Box 810 City State lD 2tD83442 Cell Phone (208) 313-5859 Business Phone (2O8) 7 45-7226 Fax (COMMERCIAL/INDUSTRIAL) Total cost of mechanical system (ContractedAmount) $ (Indudestbenstofnateria/.rinrta//edrganlles0fthepafJs1/pp0ingit.The.ful/ittedunderthisin.pectionrpeshal/@p/1loan1anda//n iulal/at'iotts nol rpedfim$, mentioned ekephere on tlti.rform). tr Up to $10,000 (total cost of svstem .x 0.02) * 60 = $ n Between $10,001 - $100,000 ( (total cost of s)'stem - 10.000) x 0.01) + 9260 = g I Ovet $100,001 ( (total cost of system - 100.000) x 0.005) + 91,160 = g RESIDENTIAL New: Siaglc Family Dwclliag, includiag aII buildiags vith viring being coaseucrcd oa ezch ptopctty. (*Based oa liuiag spacc, see defiaitioa below) o Up to 1,500 sq ft - $130 I 1,501 to 2,500 sq ft - $195 z 2,501, to 3,500 sq ft - 9260 I 3,501 to 4,500 sq ft - 9325 I Over 4,500 sq ft $325 plus $65 for each additional 1,000 sq ft. or portion thereof ($325 + ($65 x # of additional 1.000 sq. ft. or portion thereo0). New: Multi-Faaily Dwelliag (Conaz ctots aaly) I Duplex Apartment $260 I Three or more multi-family units: $130 per building plus $65 per unit: ($130 x # of br.rildings) + ($65 x # of units) n Existing Residence, Modulat, Manufactured or Mobile Homes and Detached Shop: $65 fee plus g10 per**H\rA C equipment being installed up to the maximum of the corresponding sq. ft. of the building ($65 + ($10 x # of txtures)) MISCELLANEOUS I Plan Check 965 per hour I Technical Service: $65 per hour n Gas Line: $65 n Water Fleatet Replacement: $65 r Requested Inspection: $65 I Fireplace/Solid Fuel Burning Appliance: 965 per inspection *Living Space - space within a dr.velling unit intended for human habitation which ma1. reasonably be utilized for sleeping, eating, cooking, bathing, washing, recreation, and sanitation purposes. An unfinished basement is considered part of the living space. **Examples of HVAC Equipment-futnace replacement, solar, water heatet, etc. Justin Johnson Siqnature of Licensed Contractor HVC-C-1391 exp. 02/28/15 Oclober 2,2012 License number &date Date Building Sofely Depcrlmenl 35 N lst E, Rexburg, id g3440 city of Rexburg Phone -(208)359-3020 / Flbdile -(2o8)372.n447 pax ;(z0S)3s9,3022 c-ntrPhoneffilbV): *L ! Upto 1,500sq{t- $130 n 2,501to 3,500 sq ft - $260 n 1;501 to 2,500 sq ft - $195 D 3,501 ro 4,500sqft- $325 n Over4,500sqft $fZSplus$65foreachadditional l,000sqft.orportionthereof ($325 +($65x# of additional 1,00Q sq. ft. orpofiionther€o0). New: Multi.Family Dwellhry (hafficbts Anly) a DuplexApartmenr $260 o Three or srore aruhifamilyunits: $130 per building phs $65 per uniu ($13-9..x # of buildings) + ($55 x # of units) D Existiqg Residence, Modular, Manufacturcd of Mobile llomes, and Detached Shop: $65 fee plus $10 per branch circuit, up to thc maximum of the corresponding sq. ft. of the building ($65 + ($10 x # braach circui6) rl Gntel Heating/Cooling Spterrrs: $65 !{&en NOT part of ncw residential or FIVACpennit with rro additional \X/iring i u Spas, HotTubs, and Swimruing Pools: $65 fee foreachtrip to inspect Punips-lVaa1 higatio4 Sewage (each mour) n $65 up to 25F{P a$95*26 to200FIP a$130 over200}IP MISCELLA}IEOUS tr Tenpoary C-oruugction Services ONLY: 200 amp or less, one location ffor aperiod not to excced 1 1aar) - $65 D TemporaryArr:usement $65 fee plus $10 per ride, concessionorg€nemror tr Inigation Machine: $65 for center pivot plus $10 per tower of drive motor tr Techrrical Serdce: $65 perhour tr Plan Chech: $65 perhour o RequectedInspectio*$65 'rl-iving Space - space wi*rin a dwelling unit imorded for human habiation which rnayreasonablybe urilized for sleeping, eating, cooking, bathitg, waghSg, txseaSiogr4dsaniation purposes. As qnfinished baser.nent is considered pan of $re livirg space. - , Permi# lZ Oo''lL)tl SIJBDIYISION PFffGEDiutrol Reqaircd!!!ELECTMCAL Elecuical Contractor's Nam Name Mdress ?evrnunen+ Pawer Fa*( ) (COMMERCIAL/INDfJSTRIAL) Total costoTelectricXl system (Conr-acted Amount) $(t&a{a ilnmt{naterkls irxultdWrlas {itnprysqfl1byh ruf6lisdafutht irnpimrpslaltWhiorur iffitircrallaiax rw syifirally mtiod dsainY wz &is @. o Up to $10,000 (total cost-qf€rntem x 032) + 60 - $ o Between $101001- $100,000 ( {total cost of sFlegi: 10.000) x 0.01) + $260 - $ n Over$100,001 ((totalcostof s]rtem- 10QO90) x0,005) +$1,160 -$ Small'$/orks (ftntracton ONLY): $10 fee for work not exceeding $200 in cost and not invohing a change in service connections. Does NOT rcquire inspection RESIDENTIAL New Single Family Dwelliag including all buildings with wiriag beingi consftucted on each pmperty (tBased oa liuing space, see definition below) 7l l'7- License nwnber & exp. date 35N I'tE Rexburg, lD 83440 Buildil Sofety o.?fiT,T:ll O Phone: 208.372.2326 Fax: 208.359.3022 Remodeling Your Building/IIome (need total constructions estimate, excluding fire, electrical, plumbing, and Mechanical valuations) $ Residential SURFACE SQUARE FOOTAGE: (Shall include the exteriorwall measurements of the building) Fint Floor Xu t Z 8rl 4 Unfinished Basemenr area Second floor/loft.area at/n Finished basement area----- .7-:--t .- ,lD;, *Third floor/loft^r" _ N/*:_Gatagearea {, Shed or Bam U/n Catportf Deck (30" above grade)A C-ommercial Construction Type:OccupancyTlpe: SURFACE SQUARE FOOTAGE: (Shall include the exceriorwall measurements of the building) New Construction sq. ft. Commercial Remodel sq. ft. Commercial Addition sq. ft. IJtiliry Misc. Private Garage sq. ft. Storage sq. ft. Multi- Family/ Single Student Ifo us ing sq. ft. per unit I\{a.nager Unit sq. ft. Building Sofety Deportmenl City of Rexburg Phone: 208.372.2326 Fox:208.359.3022 SUBCONTRACTOR LIST ol- REXBURG 35N i,tE Rexburg, ID 83440 www.rexburg.org Excavation & E arthworlc Concrete:3 C C*"*lz x,t,*o*,y, 0l/, lhnson /ilnran/ Drywall: Painting: Floor Coverings: Plumbing: F{eating: Electrical:Qrzzly e/ecL'c Special Clnstruction (Manufacture r or Supplie r) Roof Trusses: Floor/GilingJoists:8t/, Siding/Excerior Trirn Other: E)GMPTIONS FROM STATE RE GISTRATION fu of January 1,2006,the Gryof Rexburg can no longer sell permits without having a copyof ycur State registration number or ycur exemption from the State registration. Please send a copy of your srate registration or fill out this form showing your exemption and send it with ycur license renewal oryour next permit applicarion. (This list is a summaization of Idaho Code Title 54 Chapter 5205,for full definitions of these exemptions please see the State's website at www.ibol.idaho.gov/cont.htm) tr n tr n ! tr D n n CurrentlyState licensed punuant to Title 54Idaho Code, Chapters: 3 Architects, 1 0 Electrical Contractors{oumeynan, 12 Engineen/Surveycn, 19 Public Worls Contractors (exempt from fee onlyregistration required), 26 Plunbng/Plumben, 45 Public Worls Construction IVlanagement Licensing Act (exempt from fee onlyregistration required), or 50Installation of heating, ventilation andar conditioning sysrenN Employee or vohrnteer of a licensed contractor or part of an educational curriculum or nonprofit charitable activirywith no wages or salary Emplope of a US Govemment agency (State, Gry, Counry or other municipaliq) Public Utilitydoing construction, maintenance, or development to its own business Involved with gas, oil or mineral operations Supplier doing no installation or fabricating Contracting a project or projecr wfth a total cost less than $2000 Operation of a farm or ranch or constnrction of agriculture buildings exempr from Idaho Building Code Anytlp. of water district opeftrtions Sflork in rural districts for fire prevention pu{poses Oqmer who per{orms work on own property or contracts with a registered contractor to do work as long as the properry is not for resale within 12 months Ourner or lessee of commercial propercyperforming maintenance, repair, alteration or construction on that properry Real estate licensee/proper)zmanager acting within Idaho Code Engaging in the logging industry Renter working on the properq'where they live with the properqr owners approval Construction of a building used for industrial chemical processing per Idaho Code Construction of a modular building (defined byldaho Code) to be moved out of state ! ! n tr tr I herebycenifythat the above information is true and correct to the best of myknowledge. Signature Date Print Name v, { {rn n tf 3o -,1 =t ; lf! 3: *EAD nar k tgFJ E 6z= == t= UrrJ .o gf? O+I ?v E* g e+3+? 3iE: - rr:E '< ?i =rz =r =; 4 = i-= =z =. cl i 7..-. =t E; E = ;==t= siE- axi !S a {z -7 p ! FlFqF; & o 8;-# (|" V"go frnrtr EO1Frafr E os - 7it$i iEnE! i li-=cr-\-' FE 9i:aE qngifrEElgBgtr rn*i s [ii i l= u do'.o 6'ieg * s= ii' :Nu s A" lll I--.1 i _J IY,r KIol ; {-1x^E* I.iI n jQl a1 j e-..,1 .F"n--t L'! i >j r"l : ild-rt an *. g, -ig a* 1l-r O r 3-Z,:x<m! &aFm trfr E gQd';s$q ofr a;l\J-o 0tI=O-$ <ls0r;o,d 1il =daa m€ FA: N-r+.<O- Y. Generated by RESche ck-Web Software Gompl iance Certificate Project Title: 182 Colene Energy Code: Location: Construction Type: Building Orientation: Conditioned Floor Area: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: 2009 tEccRigby,ldaho Single Family Bldg. faces 90 deg. from North2568 ft210% 8063 6 Owner/Agent:Designer/Contractor: Ceiling: Flat or Scissor Truss Wall: Wood Frame, 16in. o.c. Orientation: Front Window: Vinyl Frame, 2 pane w/ Low-E SHGC: 0.35 Orientation: Front Door: Solid Orientation: Front Wall: Wood Frame, 16in. o.c. Orientation: Back Window: Vinyl Frame, 2 pane w/ Low-E SHGC: 0.35 Orientation: Back Door: Glass SHGC: 0.35 Orientation: Back Wall: Wood Frame, 16in. o.c. Orientation: Left Side Window: Vinyl Frame, 2 pane w/ Low-E SHGC:0.30 Orientation: Left Side Wall: Wood Frame, 16in. o.c. Orientation: Right Side Basement: Solid Concrete or Masonry Orientation: Back Wall height 8.0' Depth below grade: 7.0, Insulation depth: 8.0, Window: Vinyl Frame, 2 pane W Low-E SHGC: 0.32 Orientation: Back Basement: Solid Concrete or Masonrv Orientation: Front Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Basement: Solid Concrete or Masonrv Orientation: Left Side 24 19 10 15 20 9 11 14 0.5 0.5 42 432 22.0 25 33 0.340 0.350 0.340 0.330 270 22.O 't5 15 23 0.5 0.0 270 384 0.340 Project Title: 182 Colene Data filename:Report date: 11121112 Page 1 of 6 Energy Code: Location: Construction Type: Building Orientration: Conditioned Floor Area: Glazing Area Percentage: Heating Degree Days: Climate Zone: Geilings: E Ceiling: Flat or Scissor Truss, R-13.0 cavity + R_37.0 continuous insulation Generated by RESche ck-Web Software Inspection Checkfist 2009 tEcc Rigby,ldaho Single Family Bldg. faces g0 deg. from North2568 ft2 10o/o 8063 6 Comments: Above-Grade Walls: I Watl: Wood Frame, 16in. o.c., R-22.0 cavity + R-0.5 continuous insulationcontinuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall.Comments: E Walt: Wood Frame, 16in. o.c., R-22.0 cavity + R_0.S continuous insulationcontinuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wallComments: I Wall: Wood Frame, 16in. o.c., R-22.0 cavity + R-0.5 continuous insulationcontinuous insulation specifted for this above-grade wall has consistent R-value rating across full area of the wall.Comments: O Wall: Wood Frame, 16in. o.c., R-22.0 cavity + R-O.S continuous insulationcontinuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall.Comments: Basement Walls: E Basement: solid concrete or Masonry, 8.0' ht / 7.0, bg / g.0' insul, R-1 1.0 cavity insulationComments: E Basement: solid concrete or Masonry, g.0' ht / 2.0' bg / g.0, insul, R-1 1.0 cavity insulation Comments: D Basement: sorid concrete or Masonry, g.o' ht / 7.0, bg / g.0' insur, R-1 1.0 cavity insutationComments: E Basement: sorid concrete or Masonry, g.o' ht / 2.0, bg / 8.0' insur, R-11.0 cavity insurationComments: Windows: E Window: Vinyl Frame, 2panewlLow-E, U_factor: 0.340 For windows without labeled U-factors, describe features: #Panes _ Frame Type Thermal Break? _ yes _ No Comments: E Window: Vinyl Frame, 2panewlLow-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes - Frame Type - Thermar Break? - yes - No Comments: E Window: Vinyl Frame, 2panewlLow-E, U-factor:0.340 For windows without labeled U-factors, describe features: #Panes - Frame Type -- Thermal Break? - yes - No Project Title: 182 Colene Data filename:Report date: 11121112 Page 3 of 6 UL 181 B and are labeled according to the duct construction. Metal duct connections with equipment and/or ftttings are mechanicallyfastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of threeequally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of thejoint so as to prevent a hinge effect. Continuously welded and locking-type longitudinaljoints and seams on ducts operating at less than 2 in. w.g. (5OO pa). tr Duct tightness test has been performed and meets one of the following test criteria: (1) Postconstruction leakage to ouldoors test: Less than or equal to 2O5.4 cfm (8 cfm per 100 ft2 of conditioned floor area). (2) Postconstruction total leakage test (including air handler enclosure): Less than or equal to 308.2 ctm (12cfm per 1 00 ft2 ofconditioned floor area). (3) Rough-in total leakage test with air handler installed: Less than or equal to 154.1 cfm (6 cfm per 100 ft2 of conditioned floor area). (4) Rough-in total leakage test without air handler installed: Less than or equal to 102J cfm (4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: tr At least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F forthe heating cycle and 78 degree F for the cooling cycle. tr Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when thecompressor c€rn meet the heating load. Heating and Cooling Equipment Sizing: tr Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. tr For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with Z0Og IECC CommercialBuilding Mechanical and/or Service Water Heating (Sections 503 and S04). Circulating Service Hot Water Systems: tr Circulating service hot water pipes are insulated to R-2. tr Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when thesystem is not in use. Heating and Cooling Piping Insulation: tr HVAC piping conveying fluids above 105 degrees F or chilled fluids betow 55 degrees F are insulated to R-3. Swimming Pools: tr Heated swimming pools have an on/off heater switch. tr Pool heaters operating on natural gas or LpG have an electronic pilot light. g1 Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and/or waste-heat-recovery systems. D Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has aminimum insulation value of R-12. Exceptions: Covers are not required when 60% of the heating energy is from site-recovered energy or solar energy source. Other Requirements: D Snow- and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shuttingoff the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature isabove 40 degrees F (a manual shutoff control is also permitted to satisfo requirement ,c,). Gertificate: tr A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values: window U-factors; type and efficiency of space-conditioning and water heating equipment. The certiftcate does not cover or obstruct the visibilityof the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Onty) Project Title: 182 Colene Data filename:Report date: '11121112 Page 5 of 6 al( 2009 lEcC Enersy IJJ Efficiency Gertificate Floor / Foundatlon Ductwork (unconditioned spaces): 50.00 22.50 1 1.00 Window Door 0.34 0.32 0.35 0.35 Project Title: Energy Code: Location: Construction Type: Building Orientation: Conditioned Floor Area; Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: Compl iance Certificate Sprinter - JAB - Rigby Home 2007 tEcc Rigby, ldahoSingle Family Bldg. faces 90 deg. from North1284tr2 16Vo R8063- 6 REScheck Software Version 4.4.3 Owner/Agent: Sprinter - JAB - Rigby Home Designer/Contractor: Sprinter - JAB - Rigby Home Compliance: 1 .1% Better Than Codevv, |,1,,,q, ,Le. | . | /o Dvrrer I nan uooe Maxtmum UA: 269 your UA: 266 The % Better or worse Than code index reflects how close to compliance the house is based on code trade-off rules.It ooES Nor provide an estimate of energy use or @st rerative to a minimum-cooe nome. Ceiling 1: Flat Ceiling or Scissor Truss Basement Wall 1: Solid Concrete or Masonrv Orientation: Back Wall height: 8.0' Depth below gr aae:7 .O' / Insulation depth: 8.0' Window 1: Vinyl Frame:Double pane with Low-E SHGC: 0.35 Orientation: Back Basement Wall 1 copy 1: Solid Concrete or MasonrvOrientation: Left Side Wall height: 8.0' ./Depth below grade:7.g' / Insulation depth: 8.0' Window 3: Vinyl Frame:Double pane with Low-ESHGC: 0.35 Orientation: Left Side Basement Wall 1 copy 2: Solid Concrete or Masonry Orientation: Front Wall height: 8.0' ,/Depth below grade:7.O' v Insulation depth: 8.0, Basement Wall 1 copy 3: Solid Concrete or Masonry Orientation: Right Side Wall height: 8.0' ./Depth below grade: 7.0' t/ Insulation depth: 8.0' Window 5: Vinyl Frame:Double pane with Low_E SHGC: 0.35 Orientation: Right Side Wall 1:Wood Frame, 16" o.c. ,/Orientation: Back Window 2: Vinyl Frame:Double pane with Low-E SHGC: 0.35 Orientation: Back Door 2: Glass SHGC: 0.35 't284 50.0 432. 13.0 0.0 0.0 JJ 25 16/ 222 e 13.0 32r/ 432 t 13.0 222 " 13.0 0.350 0.0 11 25 11 0.0 0.350 I 432 (v 21 ow 21.0 E*W09 21 18 Project Title: Sprinter - JAB - Rigby Home Report date: 11/14112 Page 1 of 5Data filename: C:\Documents and Settings\user\My Documents\sprinteAJab - Rigby Home\Sprinter - Jab Rigby 2.rck Orientation: Back Wall 1 copy 1:Wood Frame, 16,'o.c. Orientation: Left Side Window 4: Vinyl Frame:Double pane with Low_E SHGC: 0.35 Orientation: Left Side Wall 1 copy 2: Wood Frame, .16,'o.c. Orientation: Front Window 6: Vinyl Frame:Double pane with Low_E SHGC: 0.35 Orientation: Front Door 3: Solid Orientation: Front Wall 1 copy 3: Wood Frame, 16', o.c. Orientation: Right Side Furnace 1: Forced Hot Air 95 AFUE Air Conditioner 1 : Electric Central Air .l3 SEER 222 21.0 z'--., erWa{9?tv 432 2't.0 42/ 222 v/ 21.O 0.0 190.0 11 0.350 0.350 0.400 17 0.0 @pu# compliance statement: The proposed building design described here is consistent with the building plans, specifications, and other #:*::lu::T:TiX'iT:^p:j:I.:Lll'.T:,:n rhe proposed.buirdins naroeen-aesisned to meet the 2007 rECC requirements inREScheck Version 4.4.3 and to compry with the mandaiow i"qrir.r""ii ffi;;il; #slffi'ffi##il:il:,: Name - Title Signature Date Project Title: Sprinter - JAB - Rigby Home Report date: 11114112 Page 2 of 5 Data filename: c:\Documents and settings\user\My Documents\sprinter\Jab - Rigby Home\sprinter - Jab Rigby 2.rck &/uy &r6a D,luiryo,, drr,L. li: t' " But,t #s 1at -s -]Z & I i ; Ij l i l .l :_- -_ Llg .%= w II5-** ru I L ililIIil i/ !ilh** 6bl/ltIIII II z(i l?S'.f / Haos€tar, I IJlIIIIII ' 1g0e t'r<.tv€{g*f At-,PHOU€$ *{_ z0Ia_ Spec House 1205 Span Diagram rll. I .: ,i .i .: 'i :l :i :l i: ,l ;i :i .l .i :t 'j :l :i :l .t ."...1 * * -'l; i: t, ii t:lr l;ii !:t;t: l, t; f"-"_"--.. ,:''-R O S E KeyBemG) 4.600d kmBearnEngine 4.600s1 9-24-t2 l0:20am lof I Member Data Description: Long SS Standard Load: Live Load: 40 PSF Dead Load: 15 PSF Member Type: Joist Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Moisture Condition: Dry Deflection Criteria: U+gO tive, L1240 totalDeck Connection: Glued & Nailed Application: Floor Building Code; IBC/IRC Filename: FJ 16.4 Min Required 1.750'. 1.750" Gravity Reaction 692# 692# Gravity'1- Maximum Load Case Reactions Used for applyirE poir( loads (or line loads) b canytng mem@ELive Dead Loading Total Load D+L Total Load D+L Total Load D+L Total Load D+L Product: 11718" RFpl-40S 19.2" O.C. Design assumes continuous tateral bracing along the top chord,Design assumes continuous lateral bracin! atond the bottom chord.Lateral support is required at each bearingl PASSES DTSIQN EHSCKS Control: Pos. Moment DOLs: Live=1 00% Snow=1 15% Rooi=12|o/o Wind=1 60% . - o A Allprcduct @res are tEdemarks of their repdiv€ ownere t$fffi. copyristt (c)1es7-2012 by Keym* Enterprises, LLc. ALL RtcHrs REsERVED. ;:ffi'tr :: gtffi;"Ji:i HjiffiSt?*Tji:1":lfl#,fl14:j,T:::,:S.gag5egl'fLgl'-!=9! "*"dt !t Loads, Loadins condirions, and spa* risted on rhis shet. rhe Spec House 1205 9-24-t2 10:22am 1of I:. PIOSEBURG KeyBem$) 4.600d kmBearnEngine 4,600s1 Materials Databare I 378 Member Data Description: Long SS Standard Load: Live Load: 40 PSF Dead Load; 15 PSF Member Type: Joist Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Moisture Condition: Dry Deflection Criteria: L/480 live. L1240 tolal Deck Connection: Glued & Nailed Filename: FJ 16.4 SS Application: Floor Building Code: IBC/lRC Bearings and Reactions Location 1 0' 0.000'2 16'4.000" Type Wall Wall Material Douglas-Fir-Larch Douglas-Fir-Larch Input Length 3.s00' 5.500" Min Required 1.750" 1.750" Gravity Reaction 577# 5t t* Gravity"l- Maximum Load Case Reactions Used forapplying poid loads (or line loads) to carrying membeG Live Dead 1 2 419#(31splf) 419#(315plf) 1s7#(1 18p10 157#(1 18p10 Design spans 15'8.750" Product: 91l2" RFP|-4OS 16.0" O.C. Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. PASSFS OESIGN CHECKS Allowable Stress Design Positive Moment Shear End Reaction TL Deflection LL Deflection Actual 2268;# 0.4649', n 2?ea n Allowable 2735;# 1120.# 1111"# 0.7865" 0.3932" Capacity 82Yo 51o/o 51% u406 u558 Location 8.08' 0' 8.08' c nA, Loading Total Load D+L Total Load D*L Total Load D+L Total Load D+L Total Load L Control: LL Deflection DOLS: Live=100% Snow=115% Roof=125% Wind=160% Copyngttr(C)1987-2012 byKererk Entqris6. LLC. ALL RIGHTS RESERVED "PassirE is defned as when the member, f@r joist, b€m or girder, shown on this dEwirE mds appli€ble d6ign criteria for Loads, Loading Condhio6, and Sp6r listed on tfs shed. The !-E I gsfli !r;ac an!s€iisFiEettt c t6 n fi1 .a 9's e!! 6 FEi,ixi .E9:g 5:o: *iib 3 6o=.9FFs5sit*gss E E i 3$ rP .9 ; 5 5 ,iil$$-bi$ il!=I POOIL{s<ozlrcidl Es E5!r{i5SE I I EIx€A: i si tosi E.'!* soc: :r$: \ P:=il$ ei-j - qi\riq JiF-' ii r srir6Itn s:dP s5; B 5 b:d ti'lIFPF:6:6 b $ I Ixa E Ia I- t:Ire ig$$F.' EiiF$n{tr;si $r fiifg 3i$E$ EI I P>o Yl :q .36r1i 6 6 lao:6r6.lo 9<l<r>?>? i1.j:J_J: s3 il$ .Qaa;,'J-0;;;iEEqq99RE;E.Q.\ -^".t0'"'l;j$;J *;ii666ti'Jn:-_OOUUU---m6di:3::.$SXP993$\\$$$1t1ps$$SSSSStrrrss F$ :*":PE€$ril3F!i!$58! gE.E! Eg E ' tileg [.b t.c !6:Ei .i.;e*.8T*i8E4€E,!5TEFP== ;6 n'Ea!€ft EE . $lI siSEj*t=6:...€Ei|i E;EE! q q Ia -l FI6lGIi\l 6l ol RIdl .al!l rlLlul lt)FRF, oOOv -99ICoQg.-E o)a, !{cT. -nE tr..t i=diils3N{ ono €Rs f 3s I oon ; r $; i iji;iiii;; 35!!iif,taiii$iffi;i Scale = 1:36.8 Plates Increase 1.15Lumber Increase 1.15Rep Stress Incr yES Code lRC2009/Tpt2007 DEFL in (toc) t/deflVert(LL) -0.15 2-B >999Vert(TL) -0.3S 2-8 >670 Horz(TL) 0.05 6 n/aWind(LL) 0.03 6-g >999 Ltd JOU 240 nla 240 LOADING(psf) TCLL 35.0 (Roof Snow=35.0) TCDL 8.0 BCLL BCDL LUMBER TOP CHORD BOT CHORD WEBS 0.0 8.0 PLATES GRIP Mr20 220t195 Weight:83 lb FT = 0% :lrygtur?l wood sheathing directty apptied or 5{_9 oc Durtins.Krgro cetttng direcily applied or 10_0_0 oc bracino. REACTIONS (tbtsize) 2=1 1 5.2!0;3;3 (min O-1 _B), 6=1 1 S2tO_3-8 (min. 0_1 _8)Max Hoz2=64(LC 10)Max Uptift2=-1 07(LC 1 1 ). 6=_1 O7(LC 1 1 ) l9lqFl^ -(l!) - Max. Comp./Max. Ten ^_Ail forces 250 (tb) or ress excepl when shown.rop cHoRD 2-9=-1697t162.-3-9=-160S/179, a- tO=-iiSdi.2+, rc-11=-1217t129. 4_11=_1143t140,aa 2=-1 1 43t 1 40, 1 2-13=-1 217 t 12e, s-t s=-1 zsah z4, s_t q:i'aiaia7it6,'a',_i +:4 as h azBOT CHORD 2-8=-85t1425, 6-8=-io2h 425WEBS 4-8=-Si606,s-B=-S53/117,3_8=-5s3/118 NOTES'l) wind: ASCE 7-05; gomph: T-CDL=4 2psf; BcDL=4.2psf; n=z-sit; !=J.st! ! =24ft; eave= ft;cat. il; Exp B;elcrosed; MWFRs (ail heighrs) andC-C Exterio(2) -1-6-13 to 1-s_3,r1:ri'o(i) i_s_s tolb:d-0._EltgroXzJ'io_o_o il,1i_6-d=bn"; .rntitever teft and risht exposed ; end verricalleft and right exposed;C-C for m.embers ind forces a rr,1WinS forirjaltio* JnJ*"] iu"m'U"er OOf_=f .00 ptate grip OOf_=i.Oo2) rcLL: ASCE 7-05: pf=3s.0 psf (flat roof :pfii i;G;r.y ir, e"p e,F"rti;lit A;.;'et=1'.i"3) Unbalanced snow loads have been considereil for this O'e"ign.t) ffi::x?i|,::ffiiil ::^":?ffi: t;:sreater of min ;"i il; r*? of 16.0 psf or 2.oo times fiat roof road of 35.0 psf on overhanss 5) This truss has been desioned for a 1 0'0 psf bottom chord live load nonconcurrent with any other rive loads.t);JJJ::'."t'$*ffiff:tlTj:tigi.g:{i:?gld;;i;;ih" uotto' ir,oiJin "ir".!,l,in".u" rectangre 3-6-0tail by2-0-0widewiil rit 7) Provide mechanical connection (by others) of tiuss'to bearing plate capable of withstandingl_07^lb uplift at ioint 2 and 107 tb uptift at joint 6.t) lffJ:?;t;i,3ffisned in accordante with ihe zoog rnrernaiioirir A""ro'"nti"r i"Jii'iJ"iiJiiJn so2.11.1and R802.10.2 and rererencedt) J.HJ..ffi irT'f;JlrX'fffj:J."" followins max. bolt holes alons the member c/rines spaced a min. of 0-o-0 apart: o.sooin in the top chord, 2X4DF 1800F 1.6E 2X40F 1800F 1.6E2X4DFStud/Std BRACING TOP CHORDBOT CHORD Scale = 1:37.6 4x4 = LOADING(psf) TCLL 35.0 (Roof Snow=35.0) TCDL 8.0 BCLL 0.0 . BCDL 8.0 SPACING 2-0-0 Plates lncrease 1.'15 Lumber Increase 1.15 Rep Stress Incr YES Code lRC2009/TP12007 cslTC 0.27 BC 0.14 wB 0.08 (Matrix) DEFL in (loc) t/defl Vert(LL) -0.04 13 nlr Vert(TL) -0.05 13 nlr Hoz(TL) 0.00 12 nla L/d 120 120 nla PLATES GRIP MT20 220t195 Weight: 94 lb FT - 0% LUMBER TOP CHORD BOT CHORD OTHERS 2X4DF 1800F 1.6E 2X4DF 1800F 1.6E2X4DFStud/Std BRACING TOP CHORD Structural wood sheathing direcfly applied or 6-0-0 oc purlins.BOT CHORD Rigid ceiling direcily applied or 10-0-0 oc bracing. recommends that Stabilizers and required cross bracinginstalled during truss erection, in accordance with StabilizerlnstallationREACTIONS All bearings 20-0-0 (lb) - Max Hoz2=64(LC 10) Max Uptift Ail uptift 1 00 tb or tess at joint(sl 2, 19, 20, 21, 22, 11, 16, 1 S, 1 4, 12MaxGrav All re€ctions2so lb^orles^s3ljoint(s) 18,20,21,22,16,15, 14excepl2=391(LC15), 1g=282(tC2),17=282(LC 3), 12=391(LC 15) FORCES (lb) - Max. Comp./Max. Ten. - Ail forces 2S0 (lb) or less except when shown. NOTES 1 ) Wind: ASCE 7-05; 90mph; TC-DL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. il; Exp B; enctosed; MWFRS (ail heights) andC-C Corne(3) -1-6-13 to 1-5-3, Exterio(2) 1-5-3 to 1O-0-0, Corne(3) 10-0-0 to 13-0-0 zone; cantilever ieft and right exposed ; end verticalleft and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=I .60 ptate gripbOl_=i.OO2) ]rus-s designed for wind loads in th.e plane of the truss only. For studs _exposed to wind (normal to tne iace),-s6e Standaid Industry GableEnd Detiails as applicable, or consult qualified building designer as per ANSI/TP| .1. 9) IC!1, ASCE 7-05; Ptr35.0 psf (flat roof snow); Category fl; Exp B; parrialy Exp.; Ct=1.14) Unbalanced snow loads have been considered for this desiqn. 5) This truss has been designed for greater of min roof live loal of 1 6.0 psf or 2.00 times flat roof load of 35.0 psf on overhangsnon-concurrent with other live loads. 6) Af l pfates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 2-0-0 oc. 9) Thls truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.10) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areaiwhere a rectangle 3-6-0 tall by 2-0-o wide will fitbetween the bottom chord and any olher members. 1 1 ) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 00 lb uplift at joint(s) 2, 1 9, 20, 21 , 22, 17 , 16,15,14, 12. 1 2) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1 2.13) This truss is designed in accordance with the 2009 International Residential Code seitibns R502.1 1 .1 and R802.10.2 and referencedstandard ANSI/TPI 1. 14) This truss design allows for the following max. bolt holes along the member c/lines spaced a min. of 0-6-0 apart: 0.500;n in the top chord,0.500in in the bottom choro. LOAD CASE(S) Standard JOO )1205-12 I IUIS A2 Common Truss JAIJ | 1284 spec l$ 3BtuIelqe (optionat)Jerod 5-5-4 s Jan 25 2( Scale = '1:35.5 d Plates Increase 1 .15Lumber Increase 1.1SRep Stress Incr NO Code lRC2009/TPt2007 DEFL in (toc) t/defVert(LL) -0.16 7-8 >999 Vert(TL) -0.18 7-8 >999 Hoz(TL) 0.05 S ntaWind(LL) 0.04 7 >999 ud 360 240 nla 240 LOADING(psf) TCLL 35.0(Roof Snow=35.0) TCDL 8.0 BCLL BCDL LUMBER TOP CHORD BOT CHORDWEBS 0.0 8.0 PLATES GRIP MT20 220t195 Weight: 99 lb FT = 0% 2X4DF1800F1.6E 2X6DFSS 2X 4 DF Stud/Std BRACING TOP CHORDBOT CHORD BOT CHORD WEBS NOTES REACTIONS (tbt size) 1 =221 6/0-3-8 (min. O-2_7), S=2O42t0_3_8 (min. 0_2_3)Max Hozl=_65(LC 7)Max Uptift1 =-389(LC 9), 5=_339(LC 9) |9!C^F_S^_(!) - Max. Comp./Ma1 ]e1,-l!l rolces 2so (tb) or tess exceptwhen shown.rop cHoRD 1-2=-369et628, 2-s=-25f7taai,i-g::zda6iian, 3-10=-2380t462, 4_10=_25381447,4-5=-3698/628 1-11=-52213213, 11-12=-s22r3213,.8-12=-s22t3213, 8-13=-s22/3213, i3-14=-s22t3213,7-14=-s22t3213, T-15=-521Is212,-1s_16=_S2it3212, a_tA=_6hrcZtZ,6i1=_srihri:'1 7 -1 8=-521 I 3212, S-18=-s21 t32123-7 =-340 I 1 802, 4-7 =-1 2i1 t236, 4-6=-1 22/694, 2_7 =_1 252t237, z-8=_1 22t695 1) wind: ASCE 7-05; 90mph; TcDL=4'2psf; BcDL=4.2psf; h-25ft' B=45ft; L=24ft; eave=4ft;cat. il; Exp B; enclosed; MWFRS (ail heights);cantilever left and right exposed. ; end vertical left ani right exposed; Lumber DoL-1.60 ptate grip DoL=1.602) TCLL: ASCE 7-05: pf=35.0 psf (flat roof snow); C"iegoi il; dp B; i;rri;ttE"p.; Ci=i]"3) Unbalanced snow loads have been considerei for this design.4) This truss has been desioned for a '10'o psf bottom inoiJiive road nonconcurrent with any other rive roads.t'};"tfl:i'""i^'"h;;,i""f?ffit*Tfiilll:h:*";"?:.ilJiin tn" uottom ci'oiJ in air",""lJun"," " rectansre 3-6-0 tar by 2-o-0 wide wil fit ') 55:3: mechanical connection (by others) of truss to bearing plate capabte of withstanding 100 tb uptift at joint(s) except ut=tb) 1=389, D lg;J:?:t;i,S#gned in accordance with the 20os lnternational Residentiat code sections R502.11.1 and R802.10.2 and referenced t) J:HJti;il $"j8&:'fHj:j "" followins max. bolt holes alons the member c/tines spaced a min. or 0-6-0 apart: 0.500in in the top chord, 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated- load(s) 245 lb down and 53 lb up at o-1-12,229 lbdownand61 tbupar 2_0_12,)dgtbdown'and6ilurp"r 4-0_12:i2sluaownanJ6r tbirdat o_o-iz,zzsj rii"ownancr6l tbupat8-0-12'229lbdownand6l lbupat 1o-o-12,22gloaorn1niot tbupitiz-o-li,'lis'iboornand6l tb upat 14-o-12,and229tbdown ;#,::J:tr il,J3;'",11'r3l'22e lb down and 61 lb up at '18-0-12 on'uotto' cr'oil.-iieiesisnrserection oisucn .onn"ttion device(s) is 10) In the LoAD cAsE(s) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard1) Snow: Lumber Increase=1.1S, plate Increase=.1.15 Continued on page 2 lfrggturgl wood sheathing direcfly applied ot 3-O_12 oc ourtins.Krgro cetttng direcfly applied or 10_0{ oc bracino. LOAD CASE(S) StandardUniform Loads (ptf) ^ Vert: 1-3=-86,3_5=_86. 1_5=_16Uoncentraled Loads flb)vert:1=-245(B)'7=-22s(B)11=-229(8)12=-22g(B)1g=-22g(B)1a=-22s(B)1s=-22s(B) 16=-229(8) tt=-22s(B) 1s=-229(B) J90 8t205-12 tl Valley Truss ury 1 JAB / 1284 spec ##*Hzw*,,*-- 11 1'l )U s Jan 25 2012 Prinr 7.E^c^^.-,El 4x4 =Scale = 1:39.0 3x4 \ Plates Increase i.1S Lumber lncrease 1.15Rep Stress Incr yES Code lRC2009/Tpt2007 DEFL in (toc) t/deflVert(LL) nla ntaVert(TL) nla - nlaHorz(TL) 0.00 11 nla L/d 999 999 nla LOADING(psf) TCLL 35.0(Roof Snow=35.0) TCDL 8.0 BCLL O,O BCDL 8.0 LUMBER TOP CHORD 2 X 4 DF 18OOF 1.6EBOTCHORD 2X4DF 18OOF 1.6EOTHERS 2X4DFStUd/sId PLATES GRIP MT20 220t195 Weight: 99 lb FT = 0% BRACING TOP CHORD BOT CHORD 13,12 14, 1 3 except 17=226(LC 2), 21 =291 (LC 2), REACTIONS Ail bearings 22€-8. (lb) - Max Hozl=71(LC 10)Max Uptift Ail uptift.100 tb_orlesset joint(s).17, 18, 20,21 ,15, 14,Max Grav All reactions 250 tb or tesi at join(s) j, j1, 16, 18,20,1 S=27 6(LC 3). 1 2=291 (LC 3\ FORCES (tb) - Max. Comp./Max. Ten. - Ail forces 250 (lb) or tess except when shown. NOTES 1) wind: ASCE 7-05; gomph: TcDL=4'2psf; BcDl=4.2psfi h=25fr; B=45ft;.1=24ft; eave=2ft:cat. l; Exp B; enctosed; MWFRs (ail heights) andc-c corne(3) 0-7-7 to 3-4-4',Exterwilzl s-+<io ir'I+-,i, borne(g ) 11-4-4 to lq-q-.i=iil; gantirever reft and right exposed ; eno verticar refland risht exposed;c-c for members ancj forces & MWFis i;;;:;i;;.'J;;;;L;o'!i'EoL=r.oo ptate srip DoL=1.60 :]#F:iii'ji:l?',,yjlt:;';Jl.'lf{i:ffi"Tiliffi';:,,,*j*;iii"ilS#?1ll'#,i'l"oo'.'"',oineraiei "e"st"ni",o IndustryGab,e 3) TCLL: ASCE 7{5; Pf=35.0 p-sf (flat robf snow); Cit"dory riie,,p A;T,;rti"ity"E*p.;'Ct=t.r4) Unbalanced snow loads have been considered'for thisAiJign.5) All plates are 2x4 MT20 unless otherwise indicated.6) Gable requires continuous bottom chorO Uearint. -' 7) Gable studs spaced at 2-O-0 oc.8) This truss has been desioned fo-r a 1 0'0 psf bottom chord live load nonconcu.rent with any other rive roads.');Jfl::ffi;"H-'"ffiffiJ*T*tili*:ni?::d;"il,iin"-u"tt".;ffi'ilir;";ii,r'!,'" " i""i""diJ 3-6-0 ta' by 2-0-0 wide wi, ntto) il:l't: mechanical connection (-by others) of tiuss to bearing plate capabte of withstanding 100 tb uptift at joint(s) 17, 18, 20,21,15, 14, t t ) LHJ:Hii,Sesigned in accordance with the 2009 Internationat Residentiat code sections R502..1 1.1 and R802.10.2 and referenced t') J.HJ'ffi i.,T'8jL:'fffj:J *" followins max. bolt holes alons the member c/tines spaced a min. of 0-6-0 apart: o.sooin in rhe top chord, LOAD CASE(S) Standard llrygtur?l wood sheathing direcfly apptied or 6_0_0 oc ourtins.Krgto cetttng direcily applied or 10_0_0 oc bracino. Scale = 1:67.1 6.00 rz 3x6 /- 5x6 = o 3x4 :\ 72t 2x4 3x6 " \\a JXb \- g 2x4 v IY11 24 '15 3x6 = 14 3x8 = IJ ZC 3x6 -- 26 12 3x4 = Plates Increase 1.15 Lumber Increase 1.1S Rep Stress Incr YESCode lRC2009/TPI2007 DEFL in (toc) t/deflVert(LL) -0.42 14-16 >847 Vert(TL) 4.76 14-16 >464 Hoz(TL) 0.08 10 nta Wind(LL) -0.08 14-16 >999 Ltd JOU 240 nla 240 LOADING(psf) TCLL 35.0 (Roof Snow=35.0) TCDL 8.0 BCLL PLATES GRIP MT20 220t195 Weight: 176 lb FT = Oyo 0.0 8.0 LUMBER TOP CHORD BOT CHORD WEBS 2X4DF 1800F 1.6E 2X4DF 1800F 1.6E 2X4DFStud/Std BRACING TOP CHORD BOT CHORD WEBS llrygturgl wood sh€athing direcfly apptied or 3-5-S oc purtinsKrgro ceiltng direcily applied or 6_0-0 oc bracino.1 Row at midpt 5-16,7-14 ek recommends that Stabilizers anO required crossinstalled during truss erection, in accordance with Stabilizer REACTfONS (lb/size) 16=2691/0-5-8 (min. O-2_14),10=1637/0_5_8 (min.O_1_14)Max Hoz'16=-138(LC 9)Max Uptift16=-323(LC 1 1), 10=-1 1O(LC 1 1)Max Grav16=2691(LC 1), 10=17a4(LC 3) l9!qES, llb) - Max. Comp./Max. Ten. -Ail forces 2S0 (tb) or ress except when shown.TOp CHORD 2-17=-473t838,3-17=-467t1007, sa=-iiago8, 4-18=-409t1101, 5_18=_391h124,5-19=-1343t112, 6-19=-12541126,6-20=-1311r.r40,7-20=-14g5,t\,0,1_it=_21s611UU, 8-21 =-2227 h 54, 8-9=-2439/.t 3S, 9-22=_2T s3,t 17 g, 1 0_22=_2867 n siBOr CHORD 2-16=-782t4s7, r6-23=-s6/763, 23-24=-56nffi, $-24=-56ri6g, 1+-r s=_solzos,1 3- 1 4=o t 1 90 1, 1 -25=0 t 1 90 1, 25-26=0 t 1 9o 1, 1 2-26=0 t 1 go 1, 1 o _1 2=_aS t 2i3SWEBS 3-16=-5291155,5-16=-2444t478,S_14=_90/595,6_,14=0t635,7-14=-rOSOT1+S 7 -1 2= -8 I 566, 9 -1 2=49s h 21 NOTES 1 ) Wind: ASCE 7-05; 90mph; TCDL=4.2pst BCDL=4.2psf; h=?st B=1Slti!=37Jt; eave=Sft; Car. il; Exp.B; enctosed; MWFRS (ail heights) andc-c Exterio(2) -1€-13 to 2-1-10, Interio(1 ) 2-1-10 tb t b-o-0, exterio4 z'l rc4-o a iz-z-6 zone; cantitever teft and right exposed ; endvertical left and rlght exposed;c-c for members and forces & MWFRS'fdr reactionsinowu Lumber DoL=1.60 pr"t"'grip-boL=r.oo2) TCLL: ASCE 7-05; Pf=3s.0 psf (flat roof snow); Catesory rr; eip A; partiariiEi.; Ct=;.i"3) Unbalanced snow toads nave bien consioereli t-iinis alsign.4) This truss has been designed for greater of min roof live loa-d of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangsnon-concunent with other live loads. 5) This.truss has been designed for a 1o.o psf bottom chord live load nonconcurrent with any other live loads.6) . This truss has been designed for a live load of 20.0psf on the bottom chord in all areai rirhere a rectangle 3-6-0 tall by 2{-0 wide will fitbetween the bottom chord and any other members, *ith ACDL = g.Opsf. 7) l;:1i1". t".n"nical connection (by others) of truss to bearing plate capabte of withstanding 100 tb uptift at joint(s) except 0t=tb) 16=323, 8) This truss is designed in accordance with the 2009 International Residential code sections R502..11.1 and Rg02.10.2 and referencedstandard ANSlffPl 1.t) J.!;Jt#il irTS&:'fHJ:J."" followins max. bolt holes alons the member c/tines spaced a min. of 0-6-0 aparr o.sooin in the top chord, LOAD CASE(S) Standard 81205-12 rruss rype Special Truss ury JA6 / lZU4 Spec Job Reference (optional) :Xll:_l;r.5,y,i 1,",125 2012triTek rndusfries, Inc. Mgneclor .t .t:+5S7 2012 p: 1 6-6-5 i Scale = 1:66.5 3x4:\ Plates Increase 1.15 Lumbpr.llcrgase 1 .1S Rep 9ff49s-.tncr yES Code lRC2009/TP12007 DEFL in (toc) t/defl Vert(LL) -0.42 11-12 >847 Vert(TL) -0.76 11-12 >464 Hoz(TL) 0.08 8 n/aWind(LL) -0.08 11-12 >999 Ltd 360 240 nla 240 LOADING(psf) TCLL 35.0(Roof Snow=35.0) TCDL 8.0 BCLL PLATES GRIP MT20 220fl95 272!b Ff = 0o/o 3x6 = 0.0 8.0 4x4:\ Weight: LUMBER TOP CHORD BOT CHORD WEBS OTHERS 2X 4 DF 1800F 1.6E 2X 4 DF 1800F 1.6E 2X4DFStud/Std 2X4DFStud/Std BRACING TOP CHORD Structural wood sheathing dlrectly apptied or 3_5_5 oc purlinsBO.T CHORD Rigid ceiling direcily apptied or 6-b-{i bc bracrng.WEBS 1 Row at midpr 4-12.6-11 Mr reK recommends that Stabilizers and required-ross bra-ing bEinstalled during truss erection, in accordance with Stabilizer REACTIONS (lb/size) 8=1637/05-8-(min. 0-1-14), 12=2691/0_5_8 (min.0_2_j4)Max Horz12=138(LC 10) Max Uptift8=-110(LC 11), 12=-323(LC 11) Max GravS=1 744(LC 3), 12=2691 (LC 1 ) IQ!C^F,S_ ll!) - Max. Comp./Max. Ten. - Ail forces 250 (tb) or tess except when shown.TOp CHORD 2-48=473t838,3-48=-467t1007, 3-49=:-4i4t1101 , a-asi=-3g1t112i.+, 4-50=_1g43t112,.t5*i0=-12541126, S-51=-1311t140, 6_s1=_1495t120, 6_52=_21g6t1Sii,7:_52=j4g11sa,"7\T=-27 53 | 1 7 9. 8 -53=-2867 t 1 57Bor cHoRD 2-12=-7821497, 12-s4=-s6t763,54-55=-56/763, 1 1 -5s=-56/763, 1 1-56=0/1 901 ,56-57=0/1 90 1 , 1 0-57=0/1 9Qlu8l O=_SSI243BWEBS 3-16=-3ir?ll?:,,t!T;Zf,#7t" 11=-so/5e5, 5-11=0/635,6-11=-10s64xf-- NOTES 1 ) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=4Sft; L=37ft; eave=Sft; Cat. ll; Exp B; enctosed; MWFRS (ail heights) andc-c Exterio(2) -1-6-13 to 2-'r-10, Interio(1 ) 2-1-10 6 1 8-6-0, Exterio( zl rc-a-01; iz-i-6 zone; canrirever reft and right exposed ; endvertical lefi and right exposed;c-c for members and forces & MWFRS'for reactions sno*n; t-umuer ooLlt -oo prJt""giip ooL=r.oo2) Truss designed for wind loads in the plane of the truss only. For studs.expo."a to *inJln'ormal to the face), see standard Industry Gable- End Details as applicable, or consutt qualified building designer as per ANblffpl 1 .3) TCLL: ASCE 7-05; Pf=35.0 psf (ftat roof snow): Category iliExp B; partialty Exp.; Ct=1.14) Unbalanced snow loads have been considered for this dlsion.5) This truss has been designed for greater of min roof live loa-d of 16.0 psf or 2.00 times flat roof load of 3s.0 psf on overhangsnon-concurent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs soaced at 2-0{ oc. 8) This truss has been designed fo,r a 1 0.0 psf bottom chord live load nonconcurrent with any other rive loads.9) - This truss has been designed for a live load of 2o.opsf on the bottom cnoro in ait ireas liher" " r.ect"ngte 3-6-0 tall by 2-o-o wide will fitbetween the bottom chord and any other members, with BCDL = g.oosf. 1 0) Provide mechanical connection (by others) of truss to bearing plate capabte of withstanding 1 00 lb uplift at joint(s) except 111=16; 6=1 1 6,12=323. 1 1 ) This truss is designed in accordance with the 2OOg International Residential Code sections R502.1 1 .1 and R802.10.2 and referencedstandard ANSlffPl 1. 12) This truss design allows for the following max. bolt holes along the member c/lines spaced a min. of 0-6-0 apart: o.500in in the top chord,0.500in in the bottom chord. LOAD CASE(S) Standard 3x4 = ynyhn-USg4'lSXyiLwCw 6.00 fiz 5x6 = 3.001 12 Scale = 1:67.1 tl+l'orT SPAC|NG 2_O_O Plates Increase 1.15Lumber Increase 1.15Rep Stress Incr yES Code lRC2009/Tpt2007 DEFL in (toc) t/deflVert(LL) -0.24 11-12 >999 Vert(TL) -0.33 11-12 >860 Hoz(TL) 0.20 9 n/aWind(LL) 4.04 11-12 >999 L/d 360 240 nla 240 LoADING(psf) TCLL 35.0(Roof Snow=35.0)TCDL 8.0 BCLL 0.0BCDL 8.0 LUMBER TOP CHORDBOT CHORDWEBS PLATES GRIP Mr20 220t195 MT20H 165t146 Weight: 179 lb FT = 0% 2 X 4 DF 1800F 1.6E 2X 4 DF 1800F 1.6E 2X4DFStud/Std BRACING TOP CHORD BOT CHORD WEBS Structural wood sheathing directly applied or 3_1_4 oc Durlins.Rigid ceiting direcily apptied or. S_2_fi bC Oi""i"o. -- '-' "' '"' 1 Kow at midpt 4_14, 5_13, 6_13 REACTIONS (tb/size) 1 4=3169/0-5_8. (min. 0_3_6), 9=S7110_5-8 (min. O_1 -8)Max Hoz14=139(LC 10)Max Uptift14=-522(LC 1|1\,9=_10(LC 1 1 )Max Grav14=3169(LC 1 ), S=1 169116 3j FORCES (lb) - Max. Comp./Max. Ten. _All forces 2S0 (lb) or tess except when shown.rop cHoRD 2-16=-447t934, S4A=-+S6|tii{, s-1-z'+68l1oso , 4_17=-667r1s22, 4_18=_363t584,5-18=-3461862,5-19=-369/775, 6-19=-3Si/68g,^6 -20=-17141533,7-20=_1746t526,z -8=-1952t 445, 8_21 =_2908t 1 09, g_zr =_eO3s7ooBor cHoRD ,r::,?=11/iii#iq-ts=-eziAel',is-1;-iii'srcoa, e-13=-474t1s1s, 11_12=-s2t26s7, *EBS 3-15=-1s9t273,^3-14=-838t347, 4-14=-2262t470, 4_13=_340t170s,s_13=-.r 093/438,6-13=_11 42t0, 6_12=0t 1 194, e-tZ=4oestiBl NOTES " y8ti:f,'(i;:?:3-?T?j,li?}, ,i.3?;l ?i,?i;1i:T;Fiu*"?";fluj;l-;l-rq::"s:o;9:r ,I,-!rq,a, enc,osed; MWFRS (a,, heishrs) andl;;'ffi?1i 5"? ;l;',:11,j:,?-Jl%'[':'xgi"i!:#J"::'iiii9sEi:?ti .:eiq,,;T ?:l"l;5x!3;ffi:xi [HI5iJ3lJ:s#vertical_feft and right exposed;C-C tor mein6ers an-O ilr*, i'fv-*' '"' lz'l I o-o-v to zz-z-o zonei ,cantilever_leJt and right exposed ; ercrL: nsCe i-od; n:{5.6;,oat roof snow): caraannr,,. ,_L*jtlj?j,i::*liol:3oyn; Lumber DoL=l.60 pr"t""sli,p-iibi=r.oo3ll3ll*1"",1i;il',9;:5;9.1'M11":lip;tii;i:ndo,r'H;;''i;.ii,iEi'ill'1,"{llll Yl,?lf::"1^:1":p3g:,f:y: g;"" .on,i0","6 ror. iii.,il,,i'g".,) Iii"j:,fil*ffiiil :ir":?ffi: f '. s,""t"ioi;i '.;"i'ii-"J"r,i.""j ir 16.0 psr or 2.00 times nat roor road or 3s.0 psr on overhanss 5) All.plates are MT20 plates unless otherwise indicated. 9iI+f ll[:li:"T::j::,:,::ljT:]9,9^ili!"i"glri9g ri,19 road nonconcurrent with any other rive roads'Zt lIIi: Ir:: has.been deiisned roi " riuuio"iiilod;;fi""ffiHHHJi;'$,:',.H?other rive roads' between the bottom chord-ano anv other mFmha.o ' '- vvr(vr r ' ur rel q rr I arr areas wnere a rectangle 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord-and any other members. :l E#'||3 sJ/r:::(") 9 considers pa'illet to siiin uiiJe usins Attsl/rPt 1 anste ro grain formuta. Buitdins desisner shoutd verrfy capacity of ?liiill',",#""iiil!3l':Tf,T::"JJ:'".':H'J,i'"'hT,'?.?:ffjlp"gf iff!::i""it:j:'j::,1*1'f$'iiill",1,j"I1,[.] ff;:T,jg:=,1?ll1=J,ebhd.rd AIlQlrDr 4 R502.1 1.1 and R802.1 0.2 and iefer6ncedstandard ANSI/TPI 1. ' 'g' ' \e'qs' rtrar wuus sesuons KcU:2.1 1.1 and R802.10.2 and referencedt t ) J.HJt;|H irT'f&:'fHJ:J.*" followins max' bolt holes alons the member c/rines spaced a min. of 0-6-0 apart: 0.50oin in the rop chord. LOAD CASE(S) Standard Scale = 1:66.1 5x6 = A T IYto t-.9tNI$l (o <J 13 5x10 MT20H=3.oo llz -0-0 1 37{4-0-0 -2-'t2 0-2!12 5-O-8 ' 6_6-0 ' 5_4_11iets (x.Y): 11:o-2-12.O-1-81. t2:O-4-O O-3-z t13:0- LOADING(psf) TCLL 35.0 (Roof Snow=35.0) TCDL 8.0 BCLL 0.0 ' BCDL 8.0 SPACING 2-O-0 Plates Increase 1 .15 Lumber Increase 1.15 Rep Stress lncr YES Code lRC2009/TP12007 csr TC 0.70 BC 0.48wB 0.89 (Matrix) DEFL in (loc) l/defl Ud Vert(LL) -0.16 10-11 >999 360 Vert(TL) -0.26 8-10 >999 240 Horz(TL) 0.13 8 nla nla Wind(LL) 0,05 8-10 >999 240 PLATES GRIP MT20 220t195 MT20H 165t146 Weight: 176 lb FT - 0% LUMBER TOP CHORD 2X4DF 18OOF 1.6E BOT CHORD 2X 4DF 18OOF 1.6E WEBS 2X 4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-7 oc purlins.BO.T CHORD Rigid ceiling directty applied or 5-7-1 oc bracing.WEBS 1 Row at midpt 3-13. 5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer REACTIONS (lb/size) 1=-17lMechanicat, 13=2968/0-5-8 (min.0-3-3),8=94710-5-8 (min.0-1-8) Max Horz 1 =-1 48(LC 9) Max Uplift1=-358(LC 3), 13=-144(LC 1 1 ), 8=-1 1 1(LC 1 1 )Max Grav 1=245(LC 2), 1 3=2968(LC 1 ), 8=1 00S(LC 3) FORCES (lb) - Max. Comp./Max. Ten. - Alt forces 250 (tb) or less except when shown.TOPCHORD 1-15=0/1105,2-15=011173,2-16=-3711508,3-16=-16/1608,3-17=0t278,4-17=0t437, 4-18=01462, 5-1 8=0/306, 5-6=-98s/86, 6-7=-1 1 91 /66, 7-19=-2187 t160, A-19=-2314t142BOTCHORD 1-14=-984167,13-14=-987i66,12-13=-1491t198,1i-i2=Ot$6g,10-.11=-8312001, 8-10=-85/2006 WEBS 2-14=01274,2-13=-860/135,3-13=-21211168,3-12=-57t169e.4-12=-774t49. 5-12=-1 4351 1't0. 5-1 1=01877. 7-1 1=-1016t1 46 NOTES 1 ) Wind: ASCE 7-05; 90mph; TC-DL=4.2psJ; BCDL=4.2psf; h=25ft; B=45ft; L=37ft; eave=sft; Cat. il; Exp B; enctosed; MWFRS (ail heights) andc-C Exterio(2) 0 4-12 to 3-9-2, Interio( 1 ) 3-9-2 to 1 8{-0, Exterio(2) 18-6{ to 22-2-G zone; cantitever left and right exposed ; end-verticalleft and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 .60 plate gdp bOL=l .602) TCLL: ASCE 7-05; PF35.0 psf (flat roof snow); Category ll; Exp B; partiaily Exp.; Ct=1.13) Unbalanced snow loads have been considered for this design.4) This truss has been designed for greater of min roof live loa-d of 1 6.0 psf or 2.00 times flat roof load of 3S.O psf on overhanqsnon-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated.6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.7) - 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-O{ wide will fitbetween the bottom chord and any other members. 8) Refer to girde(s) for truss to truss connections. 9) Bearing at joint(s) I considers parallel to grain value using ANSVTPI I angle to grain formula. Building designer should verify capacity ofbearing surface. 1 0) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1OO lb uplift at joint(s) except (jt=lb) 1 =358, 13=144,8=111. 1 1 ) This t.uss is designed in accordance with the 2009 International Residential Code sections R502.1 1 .1 and R802.1 0.2 and referencedstandard ANSI/TPI 1. 12) This truss design allows for the following max. bolt holes along the member c/lines spaced a min. of 0€-0 apart: 0.S00in in the too chord.0.500in in the bottom chord. LOAD CASE(S) Standard 81205-12 Scale: 3/16"=1'5x6 = s 30 3x6 -- 34 3x6 = Plates Increase 1.1S Lumber Increase 1.1SRep Stress Incr YES Code lRC2009/TP12007 DEFL in (toc) t/defl LtdVert(LL) -0.04 22 ntr 120Vert(TL) -0.05 22 nlr 120Hoz(TL) 0.01 21 nta nta LOADING(psf) TCLL 35.0(Roof Snow=35.0) TCDL 8.0 BCLL O.O BCDL LUMBER TOP CHORDBOT CHORDOTHERS 2X4DF 1800F 1.6E2X4DF 1800F 1.6E 2X 4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing direcfly applied or 6_0-0 oc purlins.BOT CHORD Rigid ceitins directty applied or tO-Ob oc biacrng.WEBS 1 Row at m-idpt 11_32, 1o_3g, 12_31 PLATES GRIP MT20 220t195 Weight: 220 lb ek recommends that Stabitizerilnd required crossinstalled during truss erection, in accordance with Stabilizer REAGTIONS All bearings 37-0-0.(lb) - Max Horz 1=-148(LC 9) Maxuprift Ailupriftl00rborressatjoint(s)1,33,35,36,37,38, gg,40,41,g1,29,28,27,26,2s,24, 23,21 Max Grav Arr reactions 2s0 rb or ress at ioint(s) -1, 32, 37r 3q, 39, 40,28,27, 26, 2s, 24,23 except33=307(LC 2), 35=303(Lc 2), 5o=z'o6tr_c 21, +i=zio(tc1\, ii:z$(c:il, zg+sdildil, 21=377(LC 1s\ IQ!C^F.S^_(!) - Max, Comp./Max. Ten. - A[ forces 250 (tb) or tess except when shown.TOP CHORD 10-11=-841251. 11-12=-82t2s4 WEBS 10-33=-275t1O4,9-35=-271t93,12-31=-270t104,15-29=_26il93 NOTES 1 ) wind: ASCE 7-05; 90mph; TcDL=4.2psf; BCDL=4.2psf; h=25ft B=45ft; L=37ft; eave=2ft; cat. il; Exp B; enctosed; MWFRS (ail heights) andC-C Corne(3) 04-0 to 3-8{, Exterior(2) 3-8-6 to 18-6-0, Corne(3) 18S-O to ZZ_Z_A.iil;cantiteve; teft anl ,,Sr,t "ii"r"o ; end verticat tefiand right exposed;C-c for members and forces & MWFRS for reiitions snown; t-umoei doL=1.60 ptate grip D"oi=i:60 - 2) Truss designed for wind loads in the plane of the t uss only. rol. stuos.exjoilolo *ini tnorr"r to the face), see standard tndustry Gable- End Detairs as appricabre, or consurt quarified building designer as per ANbl/Tpr 1. 9) LClt, ASCE 7-05; Pf=35.0 psf (flar roof snow); Catelory liExp B; partialy Eip.; g1=1.14) Unbalanced snow loads have been considered for this d-esign.5) This truss has been designed for greater of min roof live loa-d of 16.0 psf or 2.00 times flat roof load of 3s.o psf on overhangsnon-concunent with other live loads. 6) Alf plates are 2x4 MT20 unless otherwise indicated.7) Gable requires continuous bottom chord bearino.8) Gable studs spaced at 2-0-0 oc. !l]Jtg.t1u9s has been designed fora 10.0 psf bottom chord live toad nonconcurrent with any other tive toads.10) " This truss has been designed for a live load of 20.0psf on tne uottom cnoio rnaii"r""i'*n"r" a rectangte 3,6-0 tall by 2-0-o wide will fitbetween the bottom chord and any other members.1 1 ) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 0o tb uplift at joint(s) 1 , 33, 35, 36, 37, 38, 39,40, 41, 31, 29, 28, 27, 26, 25, 24, 23. 21. 12) This truss-is.designed in accordance with the 2009 International Residential code sections R502.1 1 .1 and Rg02.,1 0.2 and referencedstandard ANSI/TPI 1. 13) This truss design allows for the following max. bolt holes along the member c/lines spaced a min. of 0-6-0 apart: o.50oin in the top chord,0.500in in the bottom chord LOAD CASE(S) Standard Scale = 1:54.0 4x6 = 6.oon, =i{ Plates Increase 1.15Lumber lncrease 1.1SRep St.ess Incr yES Code lRC2009/Tpt2007 DEFL in (toc) t/defiVert(LL) -0.46 B-10 >775 Vert(TL) -0.61 g-10 >581 Horz(TL) 0.10 6 n/aWind(LL) 0.08 6-8 >999 Ltd JOU 240 nla 240 LOADING(psf) TCLL 35.0 (Roof Snow=35.0) TCDL 8,0 BCLL O.O LUMBER TOP CHORD BOT CHORD WEBS PLATES GRIPMT20 220t195 Weight: 126 lb FT = 0% 2X4DF 1800F 1.6E2X 4 DF 1800F 1.6E2X4DFStud/Std BRACING TOP CHORD BOT CHORD REACTfONS (tbtsize) 2=1753.{-!1S. (min.0-1_14),6=17S3l0-S_8 (min.0_1_14)Max Hoz2=105(LC 10) Max Uptifi2=-139(LC 1 1 ), 6=_139(LC 11) lglqF.S^_(t!) - Max. Comp./Max.-Ten. _Ail forces 250 (tb) or tess except when shown.rop cHoRD 2-11=-2867t21.g, s-tt=-zzsoliii,i-ii=7itzt_zst ,.12_13=_2374t24s, 4-1s=_2352t255,q- 1 4= -2352t 2s?, 1 !- 1?= _zs qr zqs, s_1 s=_2s 1 2 t 23'1, s_t a =aiiri tiiil, d-id= _zaaz z aBOTCHORD 2-10=-12412422,to-tt=-srh64t,',s1t=-slitatt,9-18=-3111641,8_18=_3111641, 6-8=-141t2422WEBS 4-O=-54t1007,5-8=-6711150, 4-10=_54t1007,3_10=_671/150 NOTES1) Wind: ASCE 7-05; g0mph: T_CDL=4.2psf; BCDL=4.2psf; rr=]S!; f=l-SJ! !=30ft; eave=4ft; Cat. l; Exp B; enctosed; MWFRS (al heights) andc-c Exterio(2) -1-6-13 to 1-5-3, tnterib4i 1i-s-s to r'+o-0, qt"rioazy is--o-o ib-ri-6-dzbne; canrirever reft and right exposed ; end verticalleft and right exposed;C-C for m.embers lnO torcei a nfWinS tori jaiti*, ,-n"*l; iu"m-O"er OOf_=f .OO ptate grip OOL=i.Oo2) TCLL: ASCE 7-05; pf=35.0 osf (flat roor sno*j; C"tegory it; e"p e;Fart"riy Ei-p.;'bEi'.i-"3) Unbalanced snow loads have been considere! for this dlsign..) Ilfj:n'rl*ffiil ::r':?ffi: [:sreater or min io"] il-ki"a of 16.0 psf or 2.00 times frar roof road of 35.0 psf on overhanss 5) This truss has been desioned fo-r a 1 0'0 psf bottom chord live load nonconcurrent with any other live loads.6)' This truss has been de;ionedfor a live[J;r0.6;;n tne oottom .n"iJ i" "ir "rir"!'ilh"r" " ..u"."ng,e 3-6-0 ta, by 2-0-0 wide wi, fit_. between the bottom chord-and any other membei., ,iiin acof = g.0psf.4 |fi!$: mechanical connection (bv ottrers) of trust'ti, u""ri"g ptaG ia jaote of withsranding 100 tb uptift at joint(s) excepr (jt=rb) 2=139, t) ]r*J:?;t^'i,3#gned in accordance with the 2oo9 Internarionat Residentiat code sections R502.11.1 and R802.10.2 and referenced t) J.HJ'#fi irT8ffi'fHJ:J."" followins max' bolt holes alons the member c/tines spaced a min. of 0{-0 apart: 0.s00in in the top chord, LOAD CASE(S) Standard Structural wood sheathing direcfly applied ot 2_9_12 oc Durlins.Krgro celtng direcfly applied or 10-0{ oc bracino_ 81205-12 D1G Common Truss JAb / lzE4 spec *P+IqgTe_lbpllqqar))12 Prj.r 6ffi93';:?,"wyil?3"%]IffiB"9R, Scale = 1:54.64x4 = 106.00 | 12 3x4 -, .-3x4:\ 16 28 27 3x4 Plates Increase 1.15Lumber Increase 1.15 Rep Stress Incr yES Code lRC2009/Tpt2007 DEFL in (toc) t/deflVert(LL) -0.0S 19 ntrVert(TL) -0.0S 19 nlrHorz(TL) 0.00 18 nta L/d 120 120 nla LOADING(psf) TCLL 35.0(Roof Snow=35.0) TCDL 8.0BCLL BCDL 0.0 8.0 PLATES GRIPMT20 220t195 Weight: 163 lb FT = O%LUMBER TOP CHORD 2X 4 DF 18OOF 1.6EBOTCHORD 2X4DF 18OOF 1.6EOTHERS 2X4DFStud/Std REACTIONS Ail bearings 30-0_0.(lb) - Max Hoz2=105(LC 10)Max Uptift A' uptift.100 tb or tess ar joint(s) 2, 2,A:?g: ?O:31, 32. 33, 25,24, 23. 22, 21 ,20, 1BMaxGrav All reaction-s2solbortessitioi.ti"l.zo.io,},iz,ls.zs.ii.)i,zoexcept2=368(1c15). 2B=2q7(LC 2), 2s=2so(Lc 2), is=2s7(Lc si, z;:iil[i ij, G#qr_c .,sr FORCES (rb) - Max' Comp./Mar Ten.^-,Ail forces 250 (rb) or ress except when shown.wEBs e-28=_26sl103, a-zs=_zs}nl,i_ii:__;u6i,;0r,12-24=_2sBr7B NOTES 1) Wind: ASCE 7-05; 90moh: TC_DL=4.2psf; BCDL=4.2psf; h=25ft; B=45t L=30ft; eave=2ft; Cat. il;.Exp B; enctosed; MWFRS (alt heights) andc-c corne(3) -1-6-13 tb i-s-3, Ext:1!itt1 .5i 61"5;-lj.-c9r1"asi rto-6 tJ'id-b:o-.J*;_cantirever reft and risht exposed ; end verticalleft and rlght exposed:c-c for members and forces a urwens roi iei"tt"r "ii"*""; L"rfrier oor-=r .oo prate g1p DoL=1.60:]#]{":,:il'_I,iilil{,j!lr|.";,'""J.,ffikf* ;";;;i:1'n;;'ft""":ign1-i" 'il#?io.,", to *,i i"ilr,ir"-sl"o"}o ,nou,,ry c"or"3) rCLL: ASCE 7-05: pf=35.0 osf (ftar ro9l.""-ii;id.ilii, e*p a, partiaily Exp.; ct=r.r4) Unbalanced snow loads have been consiCereii tor tnis U'esign.t) ]li:i:'"AlHffiiil h':??i:: 3:g,""t"ioi'in'..;"iffiil.,il or 16.0 psr or 2.00 times rar roor road or 35.0 psr on overhanss6) Alf plates are 2x4 MT2O unless otherwise indicated. f) QaUle requires continuous bottom .norO Ueaiingl-'8) Gable studs spaced at 2-0-0 oc. ?|llf;$',gi*i:j"":'::,:1j:t.t^o;g.1;lTqm^chord rive road nonconcurrent with any other rive roads.") ;Jfl:j5,:,ff":ff:1"**:. j:l:li:i,;i..*":::6#;";:t"'#Hil:?,,?:ii:?"::'_T::j :i?lllli; ,_u.o ra,, by 2_0-0 wide wi,, rir. _. between the bottom chord-and any otner mimOers.'l 1 ) Provide mechanical connection (bv others) of tniss(by others) of truss to bearing prate capabre of withstanding 1 o0 rb uprift at joinr(s) 2, 28, 29, go, 31, 32, 33., -. ?5, 24, 23, 22, 21 , 20, 1g. vear r' re lJrdte uapaDre oT wltnstanding 100 lb uplift at joint(s) 2, 29, 29,30, 31 , 3t')]ffj:::";i,$?gned in accordancewith the 20og Internationat Residentiat code sections R502.11.1 and R802.10.2 and referencedt');.HJ'ffi |hT8&:'fHj:J "" followins max. bolt holes alons the member c/tines spaced a min. of 0-6-0 apart; o.sooin in the top chord. LOAD CASE(S) Standard BRACING TOP CHORD BOT CHORD :11y:,!fllil"gd shearhing directty apptied or 6{_0 oc purtins.Krgrd ceiting direcily applied or 1O_0_0 oc bracing. Com pl iance Certificate Project Title: Sprinter - JAB - Rigby Home 2009 rEcc Rigby, ldaho Single FamilyBldg. faces SfO Oeq. from North16/" 8063 6 Energy Code: Location: Construction Type: Building Orientation: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: RE$cfieck Software Version 4.4.3 Owner/Agent: Sprinter - JAB - Rigby Home Designer/Contractor:, Sprinter - JAB - Rigby Home Compliance: 1.2olo Better Than Codevv,,,y,,s,,uvi r.</o errler rnan uoqe Maxtmum UA: 255 your UA: 2S2The % Better or worse Thil code index retlects how close to compliance the house is bsed on code trad+off rures.It DOES NOT provide an estimate of energy use or cost relative to a minimum_@e nome. Ceiling 1: Flat Ceiling or Scissor Truss Basement Wall 1: Solid Concrete or Masonry Orientation: Back Wall height: 9.0' Depth below grade: 7.0, Insulation depth: 9.0' Window 1: Vinyl Frame:Double pane with Low_ESHGC: 0.35 Orientation: Back Basement Wall 1 copy 1: Solid Concrete or MasonrvOrientation: Left Side Wall height: 9.0' Depth below grade: 7.0, Insulation depth: 9.0, Window 3: Vinyl Frame:Double pane with Low_ESHGC: 0.35 Orientation: Left Side Basement Wall 1 copy 2: Solid Concrete or MasonrvOrientation: Front Wall height: 9.0' Depth below grade: 7.0' Insulation depth: 9.0' Basement Wall 1 copy B: Solid Concrete or Masonrv Orientation: Right Side Wall height: 9.0' Depth below grade: 7.0, Insulation depth: 9.0, Window 5: Vinyl Frame:Double pane with Low_E SHGC: 0.35 Orientation: Right Side Wall 1:Wood Frame, 16,,o.c. Orientation: Back Window 2l Vinyl Frame;Double pane with Low-E SHGC: 0,35 Orientation: Back Door 2: Glass SHGC: 0.3s 50.0 19.0 ,/ 1g.o /0.0 O.35O //' o.g50/ 0.350 / 0.350 0.0 0,0 16 1s.o/ 1s.o / 0.0 222 432 5Z 21.O 0.0 21 1850 Project Title: Sprinter - JAB - Rigby Home Report date: 1O/O3/12 Page 1 of 6 Data filename: c:\Documents and settings\user\My Documents\sprinteruab - Rigby Home\sprinter - Jab Rigby.rck Orientalion: Back Wall 1 copy 1 : Wood Frame, 16,, o.c. Orientation: Left Side Window 4: Vinyl Frame:Double pane with Low-ESHGC: 0.35 Orientation: Left Side Wall 1 copy 2: Wood Frame, 16', o.c. Orientation: Front Window 6: Vinyl Frame:Double pane with Low_E SHGC: 0.35 Orientation: Front Door 3: Solid Orientation: Front Wall 1 copy 3: Wood Frame, 16" o.c. Orientation: Right Side 222 z.t.o /0.0 21.0 / o.o 222 21.0 /0.0 11 19 18 17 13 25 432 <n o.g5o r' o.silo / o.4oo / compliance statement: The proposed building design described here is consistenr wirh the buitding 0,"n., "o"6iluinllll oil ;?#::?"":*,Tj,:i:,:l:"r""j:1,.:Lfl,:?11:I1," ?l:ry::d.buldils n". 0""" j"lonecr to meer the 200e rECc requiremenls irREScheckversion 4.4.3 and ro compry w'h rhe mandio,.v i"qrii#"ffi ffiffiil"ffi;;:i,;$:H#3;:'J:,*tuiremenls in Name - Title Signature Date Projecl Title: Sprinter - JAB - Rigby HomeData filename: c:\Documents and settings\useAMy Documents\sprinteruab - Rigby Home\sprinter - Jab Rigby.rck Report date: 10/Ogl12 Page 2 of 6 REScheck Software Version 4.4.3 Energy Code: Location: Construction Type: Building Orientation: Glazing Area Percentage: Heating Degree Days: Climate Zone: Ceilings: D Ceiting 1: Flat Ceiling or Scissor Truss, R-50.0 cavity insulation Inspection Checklist 2009lEcc Rigby,ldaho Single Family Bldg. faces E0 deq. from North160/" 8063 6 Comments: Above-Grade Walls: I Watl 1 : Wood Frame, 16,, o.c., R-21 .0 cavity insulation Comments: E Watt 1 copy 1 : Wood Frame, 16,, o.c., R-2.| .0 cavity insulation Comments: E Watt 1 copy 2: Wood Frame, 16,, o.c., R-21 .0 cavity insulation Comments: E Watt 1 copy 3: Wood Frame, 16,,o.c., R-21 .0 cavitv insutation Commenls: Basement Walls: E Basement wall 1 : solid concrete or Masonry, 9.0, ht / 7.0, bg / 9.0' insul, R-19.0 cavity insulationCommenls: E Basement wall 1 copy 1: solid concrete or Masonry, 9.0' ht / 7.0' bg / 9.0' insul, R-1g.0 cavity insulationComments: E Basement wall '1 copy 2: solid concrete or Masonry, 9.0' ht / 7.0, bg / 9.0, insul, R-19.0 cavitv insulationComments: E Basement wall 1 copy 3: Solid concrete or Masonry, Lo' ht / 7.0' bg / Lo, insul, R-19.0 cavity insulationComments: Windows: E Window 1: Vinyl Frame:Double pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes - Frame Type - Thermal Break? - yes - No Comments: fl Window 3: Vinyl Frame:Double pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes - Frame Type Thermal Break? _ yes _ No Comments: I Window 5: Vinyl Frame:Double pane with Low-E, U-factor: O.g5O For windows without labeled U-factors, describe fealures: #Panes - Frame Type - Thermal Break? - yes _ No Comments: E Window 2: Vinyl Frame:Double pane with Low-E, U-factor: 0.350 For windows without labeled U{actors, describe features: Project Title: Sprinter - JAB - Rigby Home Report date: 10103/12 Page 3 of 6 Data filename: c:\Documents and Settings\user\My Documents\sprinleruab - RigbyHome\Sprinter - Jab Rigby.rck #Panes - Frame Type Thermal Break? _ yes _ No Comments: E Window 4: Vinyl Frame:Double pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe fealures: #Panes - Frame Type - Thermal Break? - yes _ No Comments: E Window 6: Vinyl Frame:Double pane with Low-E, U-factor: 0.950 For windows wilhout labeled U{aclors, describe features: #Panes - Frame Type Thermal Ereak? _ yes _ No E Door 2: Glass, U+actor: 0.350 Commenls: Doors: Comments: E Door 3: Solid, U-factor: 0.400 Comments: Up to 40 sq.ft. of this door is exempt from the U{actor requirement. Air Leakage: D Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that aresources of air leakage are sealed with caulk, gasketed, weatherstripped or olhen^/ise sealed with an air barrier material, suitable film orsolid material. D Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings betweenwindowldoor jambs and framing. tr Recessed lights in the building thermal envelope are 1) type lc rated and ASTM E2g3 labeled and 2) sealed with a gasket or caulkbetween the housing and the interior wall or ceiling covering. tr Access doors separating conditioned from unconditioned space are wealher-stripped and insulated (without insulation compression ordamage) to at least the level of insulation on the surrounding surfaces. where loose fill insulation exists, a baffle or retainer is installecrto maintain insulation application. tr wood-burning firepraces have gasketed doors and outdoor combustion air. n Automalic or gravily dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: tr Building envelope air tightness and insulation inslallation complies by eithe|l) a post rough-in blower door tesr result of less than 7ACH at 50 pascals OR 2) the following items have been satisfied: (a) Air barriers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled orrepaired. (b) ceiling/atlic: Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c) Above-grade walls: Insulation is installed in substantial contact and continuous alignment wilh the builcting envelope air barrier. (d) Floors: Air barrier is installed at any exposed edge of insulation. (e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, orsprayed/blown insulation extends behind piping and wiring. (f) Corners, headers, narrow framing cavities, and rim joists are insulated. (9) Shower/tub on exterior wall: Insulation exisls between showers/tubs and exterior wall. Sunrooms: tr Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U{actor of 0.50 and the maximumskylight U-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal enveloperequtrements. Materials ldentification and Installation: tr Materials and equipment are installed in accordance with the manufacturer's installation instructions. D Materials and equipment are identified so rhat compliance can be determined. tr Manufaclurer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. B Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation; Project Title: Sprinter - JAB - Rigby Home Data filename: C:\Documents and Settings\user\My Documents\SprinterUab - Rigby Home\Sprinter - Jab Rigby.rck Report date: 1O/O3112 Page 4 of 6 D ;::ijtxi::li":t:fs are insulated to a minimum of R-8. All other ducrs in unconditioned spaces or outside the buitdins envetope are Duct Construction and Testing: tr Building framing cavities are not used as supply ducts. D All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by meansof tapes, maslics' liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated uL 1 g1A oruL 1818 and are labeled according to the duct conslruction. Metal duct connections with equipment and/or fittings are mechanicallyfastened' crimp ioints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of threeequally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. where a partially inaccessible ducl conneclion exists, mechanical fasteners can be egually spaced on the exposed portion of thejoint so as to prevent a hinge effect. continuously welded and locking-type longitudinal joints and seams on ducls operating at less than 2 in. w.g. (500 pa). tr Duct tightness test has been performed and meels one of the following test criteria: (1 ) Postconstruction leakage to outdoors test: Less than or equal 1o 102.7 cfm (g cfm per 100 ft2 of conditioned floor area).(2) Postconstruction total.leakage test (including air handler enclosure): Less than or equal to .'|54.1 cfm (12 cfm per 100 ft2 ofconditioned floor area). (3) Rough-in total leakage test with air handler installed: Less than or equal to 77.0 cfm (6 cfm per .100 ft2 of conditioned floor area).(4) Rough-in total leakage test without air handler installed: Less than or equal to 5 t.4 cfm (4 cfm per 100 ft2 of conditioned floor area). Temperature Gontrols: tr where the primary heating system is a forced air-furnace, at least one programmable thermostat is installect to control the primaryheating system and has set-points initialized at 70 degree F for the hearinjcycle and 7g degree F for the cooting cycle. D Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when thecompressor can meel the heating load. Heating and Cooling Equipment Sizing: D Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential code.D For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 200g IECC commerciarBuilding Mechanicar and/or service water Heating (sections 503 and 504). Circulating Service Hot Water Systems: tr Circulating service hot water pipes are insulated to R_2. tr circulating service hot water systems include an automalic or accessible manual switch to turn off the circutating pump when thesystem is not in use. Heating and Gooling piping lnsulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-g. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LpG have an electronic pilot light. Timer switches on pool healers and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface. For pools heated over g0 degrees F (32 degrees c) the cover has aminimum insulation value of R-12. Exceptions: covers are nol required when 60% of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: tr A minimum of 50 percent of the lamps in permanently installed lighling fixtures can be categorized as one of the following:(a) Compact fluorescenr (b) T-8 or smaller diameter linear fluorescent (c) 40 lumens per walt for lamp wattage <- 1S (d) 50 lumens per watt for lamp wattage > 15 and <= 40 n ! tr U D Project Title: Sprinter - JAB - Rigby Home Data filename: C:\Documents and Settings\user\My Report dalei 10/09/'12 Page 5 of 6Documents\SprinterUab - Rigby Home\Sprinter - Jab Rigby.rck (e) 60 lumens per watt for lamp wattage > 40 Other Requirements: tr snow- and ice-melting systems wilh energy supplied from the service to a building shall include automatic controts capable of shuttingoff the system when a) the pavement temperature is above 50 degrees F, b) no precipitarion is falling, and c) the outdoor temperature isabove 40 degrees F (a manual shutoff control is atso permitted to satisfy requrremenl 'c,). Certificate: tr A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; windowU-faclors; type and efficiency of space-conditioning and water heating equipment. The certificate does not cover or obstruct the visibiliiyof the circuit directory raber, service disconnect raber or other requireJ rabers. NOTES TO FIELD: (Buitding Department Use Onty) Project Title; Sprinter - JAB - Rigby Home Report date: 10/09/12 Page 6 of 6 Data filename: c:\Documents and settings\user\My Documents\sprinteruab - Rigby Home\sprinter - Jab Rigby.rck d 200S lECff ffnergy Ly.J Efficien*y Certifi*mte Ceiling / Roof Wall Floor / Foundation Ductwork (unconditioned spaces): Window Door 0.35 0.40 0.35 0.35 Heating Cooling Water Heater: Name: - Comments Date: S wrightspft' 2990 GENEVA DR., ldaho Fails, tD 93406 phone: 21g_B8i_924gEmail: 1 sgmiller@cabteone.net Load Short Form Entire House RDO Job: Rand Olsen Const. 156... Date: By: cM For: Sprinter Rigby, ld Htg Clg -6 89 70 75 76 14-H 30 50 35 -31 InfiltrationOutside db ("F) Ins ide db ('F) Design TD ('F) Daily range lnside humidity (%) Moisture difference (gr/lb) Method Construction quality Fireplaces Simplified Average 0 Make Bryant Trade BRYANT Model 359MV036060 AHR|ref 2010530 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Stairs Master Master Bath Bath Bedroom 2 Bedroom 3 Main Stairs Laundry Kitchldin/family HEATING EQUIPMENT 95 AFUE 60000 46980 55 931 0.028 0.80 COOLING EQUIPMENT Make Bryant Trade LEGACYRNC i3 PURONAC Cond 113ANC024-B Coil CNPV-3017A**++TDR AHRI ref 3689916 Efficiency 1 '1.0 EER. 13 SEER Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio MBtuh Btuh "F cfm cfm/Btuh in H2O 22110 Btuh 0 Btuh 22110 Btuh 931 cfm 0.059 cfm/Btuh 0.80 in H2O 0.97 468116327901 calculations approved by ACCA to meet all requirements of Manual J gth Ed. 330580 ROOM NAME Area (ft') Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) Bedroom 4 Bedroom 5 Bsmt Bath Family Rm Mech Stairs Master Master Bath Bath Bedroom 2 Bedroom 3 lVain Stairs 200 227 63 661 81 76 165 96 63 134 139 76 55 1 938 1972 607 5728 0 0 2717 744 507 2519 1967 0 2448 783 783,12 1 585 0 0 1844 126 84 1075 1 030 0 484 55 56 17 163 0 0 77 21 14 72 56 0 70 46 46 1 94 0 0 109 7 5 64 61 0 29 I &, ry vl,fighltscft* nignt-suite@ u niversal 20 i2 12.0.10 Rsuo 1 1.14ffih ...4yy gocuments\sprintedsprinter Heating - JAB Rigby House.rup carc = MJ8 Fronr Door faces: 2012-Oct43 13:54i1'l page ,1 TOTALS 2615 32778 I 15191 |93193'1 Entire House Other equip loads Equip. @ 0.94 RSM Latent cooling 2615 32778 0 1 5708 0 14766 425 931 931 calculations approved by ACCA to meet all requirements of Manual J gth Ed. & + u'fightgsfft' Risht-suite@ universat 2012 12.0.10Rsu01114'rr\r'Ll\ ...r\My Documents\sprintedsprinter Heating _ JAB Rigby House.rup carc = MJg Front Door faces: & wrishtsoft. #gif"AlalYsis RDO Rand Olsen Const. 156... GM Job: Date: By: 2990 GENEVA DR., tdaho Fails, to 83406 phone:208_881_3243 Outdoor: Drybulb ("F) Dailyrange ('F) Wet bulb ("F) Wind speed (mph) ldaho Falls, lD, US Elevation: 4741 ftLatitude:44'N Indoor:lndoor temperature (.F) Design TD ('D Relative humiditv (%) Moisture Oitferericb 1!rllO;Infiltration: Method Construction oualitvFireolaces Heating-6 Cooling 89 34 (H )60 7.5 Heating70 76 30 35.2 Simplified Average 0 Cooling 75 14 50-31.5 15.0 Component Btuhlft?Btuh o/o oI load Walls Glazing Doors Ceilings Floors Infiltration Ducts Piping Humidification Ventilation Adjustments Total 4.3 26.6 29.6 4.8 1.7 3.4 11070 5027 1867 6574 2186 6053 0n 0n 0 32778 33.8 15.3 5.7 20.1 6.7 18.5 0 0 0 0 100.0 Component Btuhrfr.2 Btuh o/o of load Walls Glazing Doors Ceilings Floors Infiltration Ducts Ventilation Internal gains Blower Adjustments Total 0.2 40.8 7.2 2.2n 0.3 638 7705 455 2974n 557 0 0 3380 0 0 15708 4.1 49.0 2.91B.9 0 3.5 0 021.5 0 100.0 *r,1 Internal Gains Infiltration Latent Cooling Load = 425 BtuhOverall U-lalue = 0.063 Btuh/ftr-"F Data entries checked. H & wrights$f Risht-suire@ universat 2012 12.0.10Rsu01114,* r\My oocuments\sprinter\sprinter Heating _ JAB Rigby House.rup carc = MJg Front Door faces 2012-Oct-03 13:54:11 Page 1 $ wrighffia,fF 2990 GENEVA DR., ldaho Fails, tD 83406 phone: 2O8Ag,t-3243 Email: 1 sgmiller@cableone.nel Com ponent Constructions Entire House RDO Job: Date: By: Rand Olsen Const. 156... GM Location: ldaho Falls, lD, US Elevation: 4741 ft Latitude:44'N Outdoor: Drybulb ("F) Dailyrange ("F) Wet bulb ('F) Wind speed (mph) Heating 9 15.0 Cooling 89 34 (H )60 7.5 Indoor: Indoor temperature ('F) Design TD ("R Relative humidity (%) Moisture difference (gr/lb) Infiltration: Method Construction quality Fireplaces Heating 70 76 30 35.2 Simplified Average 0 Gooling 75 14 50-31.5 Construction descri ptions Walls 12F-0sw: Frm wall, vnl ext, 1/2" wood shth, r-21 cav ins, 1/2', gypsum board intfnsh,2"x6" wood frm 1581 9-Orvc-6: Bg wall, light dry soil, 2"x4" wood int frm, concrete wall, r-19 cav ins. 8" thk Partitions (none) Windows 2 glazing, clr low-e outr, air gas, vnl frm mat, ck inff , 1 | 4,, gap, 1 t 4,' thk: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, .l/4,,gap, 1/4" thk; foreground = new concrete (0.32);2 ft overhang (S ft windowht,3ftsep.) 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4,' gap, 114', thk: 2 glazing, clr low-e outr, air gas, vnl frm mat, clr innr, 1/4" gap, 1/4" thk; foreground - new concrete (O.32);2 ft overhang (4 ft windowht,3ftsep.) Doors 1 1D0: Door, wd sc type Ceilings 16B-50ad: Attic ceiling, asphalt shingtes roof mat, r-50 ceil ins 17B-6al: Rficlg ceiling, asphalt shingles roof mat, wd cons, r-6 deck ins, 1 " thkns Or Area tr ne 340 se 247 sw 361 nw 272 all 1221 ne 432 se 240 sw 4'16 nw 256 all 1345 U-value Insul R Bt'$/ff-"F ff-"F/Btri 0.065 21.O 0.065 21.O 0.065 21.0 0.065 21.O 0.065 21.0 0.043 19.0 0.043 19.0 0.043 19.0 0.043 19.0 0.043 19.0 0.350 0.350 0.350 0.350 0.350 0.350 0.350 0.350 Htg HTM Btuh/t' 4.94 4.94 4.94 4.94 4.94 3.82 3.63 3.76 a7a 3.75 26.6 zo.o zo.o 26.6 26.6 26.6 26.6 26.6 29.6 29.6 29.6 1.52 7.98 Loss Glg HTM Gain Btuh Btuh/ff Btuh ne 50 se 25 sw 50 all 125 se 32 sw 16 nw 16 all 64 ne 42 sw 21 all 63 0.390 0 0.390 0 0.390 0 0.020 50.0 0.105 6.0 1680 0.47 161 1221 0.47 117 1783 0.47 171 1345 0.47 129 6029 0.47 579 1649 0.05 22 871 0.03 8 1565 0.04 19 955 0.04 ',t1 5040 0.04 59 1330 36.2 1808 665 43.2 '1081 1330 43.2 2162 3325 40.4 5051 851 43.2 1384 426 43.2 692 426 36.2 s78 1702 41.5 2654 1245 7.22 303 622 7.22 152 1867 7.21 455 1007 0.84 556 5568 3.46 2418 0 0 0 0 0 0 0 0 662 698 -i- jfu {# l,r,fightgcffi- Risht-suite@universat 2012 12.0.10 Rsuo1114&s ..r\My Documents\sprinter\sprinter Heating - JAB Rigby House.rup calc = MJg Front Door faces 20'12-Oct43 13:54:11 Page 1 Floors 214-28t: Bg floor, tight dry soil, 6.5' depth, tite flr fnsh 1 308 o.022 21861.67 ,.t . .& ff lfr,faghtsoft Rrsht-surte@universat 2012 12.0.10 Rsuo.t.t14 "tr-LzR..4yyg6cuments\sprinter\sprinterHeating-JABRigbyHouse.rup carc=MJg FrontDoorfaces: 2012Qct-03 13:541'l'l page 2 $ roffighs*fr,Project SummaryEntire House RDO Rand Olsen Const. 156... GM Job: Date: By: Sprinter Rigby, ld INFORMATION CONTAINED WITHIN THE REPORT IS PER THE RESCHECK COMPLIANCECERTIFICATE. IF ANY OF THESE VALUES SHOULD CHANGE TIIS NCPONT WILL BE NULLAND VOID. Notes: Winter Design Conditions Heating Summary Summer Design Gonditions -6 'F 70 "F 76 'F Outside dbInside dbDesign TD Structure Ducts Central vent (0 cfm)Humidification Piping Equipment load Efficiencv Heating input Heating outputtemperature rise Actual air flow Air flow factor Static pressure Space thermostat Outside db Inside dbDesign TDDailv ranoe Reldtive 6umiditv Moisture differerice Sensible Cooling Equipment Load Sizing 89 "F 75 "F 14 'F H 50 Yo-31 gr/lb 15708 Btuh 0 Btuh0 Btuh 0 Btuh BtuhBtuh BtuhBtuh Btuh ton Method Construction quality rrreptaces Aea (ft,) Volume (ff) Air changes/hour Equiv. AVF (cfm) Heating Coolinq2615 261i16158 161580.32 0.16 86 43 32778 Btuh 0 Btuh 0 Btuh 0 Btuh 0 Btuh 32778 Btuh Simptified Average 0 95 AFUE 60000 MBtuh 46980 Btuh 55 "F 931 cfm 0.028 cfm/Btuh 0.80 in H2O Structure Ducts Central vent (0 cfm)Blower Use manufacturer's dataRate/swing multipliertsqurpment sensible load Structure Ducts 9entral vent (0 cfm)Equipment latent load Equipment total load Req. total capacity at 1.00 SHR Make Trade Cond Coil AHR|ref Efficiency Sensible coolinoLatent coolino - Total cooling- Actual air flow Air flow factor Static pressure Load sensible heat ratio Infiltration n 0.94 14766 Btuh 425 0 0 425 1519'l 1.2 Latent Cooling Equipment Load Sizing Heating Equipment Summary Make Bryant Trade BRYANTModel 359AAV03606OAHR|ref 2010530 Gooling Equipment Summary Bryant LEGACY RNC 13 PURON AC1 13ANC024-B CNPV"301 ZA**++TDR368991 6 1 1.0 EER, 13 SEER 22110 Btuh 0 Btuh22110 Btuh 931 cfm 0.059 cfm/Btuh 0.80 in H2O 0.97 calculations approved by ACCA to meet all requirements of Manual J gth Ed. 49q GENEVA DR., tdaho Fails, tO 83406 phone:208_881_3243 Weather: ldaho Falls, lD, US 4* WrSghtgOft" Rishr-suire@ universat 2o,t2 12.o.1oRsuo.11j4ffcn\ ".,ttr'ty oocuments\sprinter\sprinter Heating - JAB Rigby House.rup carc = MJ8 Front Door faces: 2O12-Oct-03 13:54111 page .1 4# wrighr*nftr 2990 GENEVA DR., rdaho Fats, rD 83406 phone: 208-881-324g Emaiti lsgmiter@cabreone.net AED Assessment Entire House RDO Job: Date: By: Rand Olsen Const. 1i6... GM ldaho Fatls, lD, US Elevation: 4741 ftLatitude: 44.NOutdoor: Drybulb ('F) Dailyrange ('F) Wet bulb ('F) Wind speed (mph) Indoor: lndoor temperature (.F) Design TD (.D Relative humiditv (%) Moisture Oitferericb 1!rltO;Infiltration: Heating 70 76 30 35.2 Cooling 75 14 50-31.5Heating 9 15.0 Cooling 89 34 (H )60 7.5 Hourly Gfazing Load / fh.tly Fbrdry f r'w4e / AEDlimt Maximum hourly glazing load exceeds average by 20.g%. House has adequate exposure diversity (AED), based on AED rimit of 30%. AED excursion: 0 Btuh J. -*.'{d- wrightsoff' Right-suit"@ u niversat 20 12 12.o.1oRsuo 1 1 14^\'\,'\ . AMy Documents\sprinter\sprinter Heating _ JAB Rigby House.rup carc = MJ8 Front Door faces 20'12-Oct-03 13:54:1 1 Page 1 t ff wrigrh-t**ff Right-.J@ WorksheetEntire House RDO 2990 GENEVA DR., tdaho Fa,s, lD 83406 phone:20A_SB'_9243 Emarl: lsgmi'er@cableone.nel Job: Rand Olsen Const. 1561 S...Date: By: GM 1 23 5 Room name Exposed wall Room height Room dimensions Room area Entire House 312.9 ft9.4 ft 26'15.3 ft, Bedroom 4 29.5 ft9.0 ft heaucool 1.0 x 20e.4 ft200.4 tt2Ty I Construction I U_varue lO, j HTM I numDer l(Btuh/fta"F)l | (atun/fr)Area (ft,) or perimeter (ft)Load (Btuh)Area (ft,) | Loador peflmeter (ft) | /Rh,h(r,) I ,fffl, Heal Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool0.065 1 nel q.gtl o.cz0.3501 ne I zo.ool go.rs0.390f nel 29.641 t.zto.06sl nel 3.82 1 o.Os0.065f s€l 4.94 1 o.qzo.asof se I zo.oo I ct.zc0.069 I sel 3.63 1 o.os0.350f se | 26.60 1 +g.zc0.0651 sw l l.s+ l o.q0.350f swl 26.60 1 +e.Z+0.3e0f swl 2e.64 1 t.z'r0.0691 swl 3.761 o.o+0.350f swl 26.60 1 ts.z+0.06s I nw | 4.e4 | o.ct )0.069 | nw I a.zg I o.oa Io.sso I nw | 26.60 | so.rs I0.o2ol - | 1.s21 o.ello.1osl - | z.sel s.+slo.o22l - | r.ozl o.ool +i 43 27 1 66i69r 1301 2t Jt 27 zc 66 69 130 t0 t2 0 0 0 1 0 ; 0 roao I1330 |12451ro+s I122i1 39? |851 |1783 |roao I6221156s I426 |re+s Iess I426 |rooz It?331 IIIIIIIIII 1( 18( JT i'11 10€ 138 17 216 14 1 12 1 57 2411 rlil 2lil 1 20 ili 31 3ol o i:| ":31 30l o71 1170l 031 30l o3t 3lr; zoo Itltltltl 0 0 0 0 0483 426 0 0 0 447 0 0 0 0lol0l 0 0 0 0 0 5 692 0 0 0 60 0 0 0lol0l0l 6 c) AED excursion 0 58Envelope loss/gain 6053 0 1 1771 557 0 1 690 76112a) Infiltration b) Room ventilation 248 0 23 0 IJ Internar sains: lffiffij""8r", 230 1380 2000 0 0 0Subtotal (lines 6 to 13)327781 15708 1 938 783 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 00/o 0qo 0 0 0 32778 0 0 0 015708 0 40/o t3lo| 1938ov"l o 0 00 783 0Total room load Air required (cfm)32z7'l i57og931 | 931 1 938 55 783 46 .tL d+ rarriglrtsofi ,r(-;(;& Right-Suite@ Universat 20'12 12.0.10 RSUo1114 2012-oct-03 13:54:12'''r\Myuocuments\sprinter\sprinterHeating-JABRigbyHouse.rup calc=MJg FrontDoorfaces: Pagel 1 5 Room name Exposed wall Room height Room dimensions Room area Bedroom 5 29.3 ft9.0 ft heavcool1.0 x 227.2 tt227.2 tt Bsmt Bath 11.8 ft 9.0 ft heaucool 6.3 x 10.0 ft 62.5 ft' ry Construction number u-value (Bt uh/ft1"F Or HTM (Bl uh/ft")Area (ft,) or perimeter (f0 Load (Btuh)Area (f r)or perimeter (ft)LOaO (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool [--oi;T,Jil,",,"*-"'-DlllDo W l15819-0wc-6W | 12F-0swl-G I z glazing, clr low-e W | 15B19-0wc6L----G | 2 glazing, ck low-e W l12F4sv F-4 | 2 glazing. ctr tow-eLDl11D0 W | 15819-0wc-6L-+ | 2 glazrng, ctr tow-e W | 12F-0sw W | 15819-0wc-6l---€ | 2 qtazino. ctr low-eC I 168-s0adC | 178-6alF l21A28rIIIIIIIIIII 0.005 0.350 0.390 0.069 0.005 0.350 0.069 0.350 0.065 0.350 0.3900.069 0.350 0.0650.069 0.3500_020 0.1 05 o.022 nene ne ne se se sT/s sw nw 4.94 26.60 29.64 11 3.82 4.94 26.60 26.60 4.94 26.60 29.64 J,/O 26.60 4.94 3.73 26.60 1.52 7.98 1.67 o.4736.15 0.05 o.47 43.24 0.0343.24 o.4743.24 7.21 0.0443.24 0.47 0.04 36.15 0.84 3.46 0.00 ,.ii,.!i,.!i3l sl sl1241 108 | esa I16l ol 4261 6sslslilililtl ililll"'l "'l "'l tttllltttl|tl|lltl 56 0 0 0 0 00 0 00 050 00 0 63 0 00 2150 0 0 0 0 0 0 0 0 0 189 0 0 0 104 l 0 0 0 3 0 6 c) AED excursion 58 ,] Envelope loss/gain 1726 760 508 12 a) b) Infiltration Room ventilation 246 0 c 99 0 0 IJ lnternal gains: Occupants @ 230 Appliances/other 0 0 0 Subtotal (lines 6 to 13)1972 783 607 IJ 14 15 Less external load Less transter Redistrlbution Subtotal Duct loads -00k 0% 0 00 1972 0 0 0 0783 0 4Vo o./. 0 0 0607 0 0 0 0 13 0 Total room load Air required (cfm)1972 56 783 46 607 17 1 a {# wrigrhtsoft'Right-.J@ WorksheetEntire House RDO 2990 GENEVA DR., ldaho Fails, tD 83406 phone:208-881_3243 Emaat: lsgmiiler@cableone.net i;g. -tF- wt.*rtrrso'- K-sA Right-suire@ universat 2012 12.0.10 Rsuo1114 20',12-oct-03 13:54:'12' -- :- " . r\My Documenls\Sprinter\Sprinter Heating - JAB Rlgby House.rup Calc = MJg Ffont Door faces: Page 2 Job: Rand Olsen Const.1561 Date: By: GM s... -fh" nrgn*otrr 2990 GENEVA DR., tdaho Fails, tD 83406 phone: 208-881_3243 Email: Right-.J@ Worksheet Entire House RDO Job: Rand Olsen Const. 1561 S... Date: By: cM Room name Exposed wall Room height Room dimensions Room area Family Rm 58.0 ft 9.0 ft heal,/cool 1.0 x 660.6 ft660.6 ft, Mech 18.3 ft 9.0 ft heaucool 10.5 x 7.8 ft81.4 f t Ty I Construction I number U-value I O,(Bt uh/fta'F)l HTM I nrea {ft,)(Btuh/ft,) | or perimeter (ft)Load I area (ft,) |(Btuh) | or perimeter (fi) | LOad (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool W | 12F-osw F--4 | 2 glazing, ctr tow-eL---D | 11D0 W I 15819-0wc-6 W | 12F-0sw kl2 gtazing, chtow-e W | 15819oilc-6L---€ | 2 glazing. ctr tow-e W l12F{$, F-4 | 2 glazing, dr tow-eL_Dll1Do W | 15819{wc-6L---G | 2 glazing, ctr tow-e W l12F4sw W l 15Bl9-0wc-6L€ | 2 olazino. clr tow-e C | 16B-50ad C I 178-6alF l21A-28tIIIIIIiIII 0.065 0.350 0.390 0.069 0.065 0.3500.069 0.350 0.065 0.350 0.390 0.0690.350 0.065 0.069 0.350 0.0200.1 05 Io.o22l nese se sw s1r/ sw 4.94 | 0.426.60 | 36.1 2e.64 I 7.2 3.82 | 0.04.e4 | o.4 26.60 | 43.23.63 | 0.026.60 | 43.2, 4.54 | O.4'26.60 | 43.2, 29.64 | 7.2 3.76 | 0.0,26.60 | 43.2' 4.94 | O.4' 3.73 | 0.0, 26.60 | 36.1{'t.52 | 0.8,7.98 | 3.4( 1.67 l 0.0( 311 66' 29 66 69 57 ol o31 3 951 95 0l 0ol o 0l 0 0l 0ol o0l 0ol o31 3 0l 07ol 70 0l 031 3lr,l r,l tltltltllttltltltltl rl 0rl 0rl 0;l 361rl 0,l o l0lolol0 lot0lo IO | 266 l0l9 | 136 0 0 0 5 00 0 00 00 0 03 00 0 0 6 c) AED excursion 21 -2 Envelope loss/gain 3780 1508 763 6 a) Infiltration b) Room ventilation 488 0 0 153 0 14 0 Internal gains: Occupants @ 2gO Appliances/other 0 0 0 0 0 Subtotal (lines 6 to 1 3)4268 916 20 't4 15 Less external load Less transfer Redistribution Subtotal Duct loads -0o/o 00/o 0 0 1460 5728 0 311585 0 -0%00/o 0 0-91 6 0 0 0 0-20 0 0 Total room load Aar required (cfm)5728 1 585 94 0 0 00 Calculations aooroved bv ACCA to meet all reouirements of Manual J gth Ed.-r- _** -Fl# rA,riqlrtsoc}z*:pa ' 'tB Right-Suite@ Universal 2O't2i2.O.jO RSUO1114 2012-Oct-03 13:54:12- - - - ...AMy Documents\Sprinter\Sprinter Heating - JAB Rigby House.rup Catc = MJ8 Fronl Door faces: Page 3 $ wopntxon"RighhJ@ Worksheet Entire House RDO 2990 GENEVA DR ' rdaho Fails, rD 83406 phone:208-881-3243 Emair:1sgmiiler@cabreone.net Job: Rand Olsen Const. 1561 S... Date: By: cM l 2 3 5 Room name Exposed wall Room height Room dimensions Room area Stairs 9.8 fl9.0 ft heaucool 9.8 x 7.8 ft75.6 f r Master 25.8 fr 9.0 ft heaucool 13.8 x 12.0 ft165.0 ft' Ty Construction number U-value (At uh/fta"F Or HTM (Bt uh/ft') Area (f r) or perimeter (f0 Load (Btuh)Area (f P) or perimeter (ft) Load I(Btuh) | Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 .lw t1 lw I L--€ IW I r_G l1-" I L-o IWtll-lwIW I t-€ lclcIF W r---D 12F4sw 2 glazing, clr low-e 11D0 1 581 9-0wc-6 12F4sw 2 glazing, clr low-e 15819-0wc-o 2 glazing, clr low-e 12F{sw 2 glazing, dr low-e't 1D0 1 58 l 9-0wc-6 2 glazing, clr low-e'l2F-0sw 1 58 1 9-0wc$ 2 qlazing. clr low-e'l6B-50ad 1 7B-6al 2'tN28t 0.065 | ne0.350 | ne0.390 | ne 0.069 | ne 0.065 I so 0.350 | se o.oo9 | se0.350 | se 0.065 | sw 0.350 | sw 0.390 | sw 0.069 | sw 0.350 | sw 0.065 | nw0.069 | nw 0.350 | nw0.020 | - 0.105 |0.022 | - 4.94 | 0.426.60 | 36.129.6,4 I 7.2 3.82 | 0.04.94 | 0.4 26.60 | 43.23.63 | 0.026.60 | 43.2, 4.94 | 0.4'26.60 I 43.2, 29.64 | 7.2 3.76 | 0.0,26.60 | 43.2' 4.94 | O.4', 3.73 | 0.0, 26.60 I 36.1t 1.52 | 0.8,7.98 | 3.4( 1.07 | 0.0( 31 3ol oaesl 4ol o0l 00l 0ol ool o 0l 0ol o31 3 31 3l 31 3l0l 0lrzo I ol tltltltltltltltltltltltltl tltii 'o3l '31 0,32sl ol 66s3t3t3"Il "11 u'l ololo 0l0lo0l 0l oslslsl 0l 0l ol16s I ros I zst I0l 0l 0l'l 'l ol ttlttlttltttlll|lllllttl 0 0 0 039 t081 0 0 590 00 0 0 0 1390 0 6 c) AED excursion -6 Envelope loss/gain a) Infiltration b) Room ventilation 3 1937 1312 82 8 0 779 0 72 0 lntemal gains: Occupants @ 23A Appliances/other 460 0 subtotal (ines 6 to 13)543 11 2717 1844 14 15 Less external load Less transfer Redislribution subtotal Duct loads -0%O'/o 0 0-543 0 0 0 0 11 0 0 -06/0 ovo 0 0 0 2717 0 0 00 1844 0 Total room load Air required (cfm)0 27't7 1844 109 . . . Calculations aooroved bv ACCA to meet all reouirements of Manual J gth Ed. .*, --F- wrr$nrFe|T .K:r*d Right-Suite@Universal 2012 12.0.10 RSUO1114 2012-Oct-0313:54:12----'" r\MyDocumenls\Sprinter\SprinterHeating-JABRigbyHouse.rup Calc=MJg FrontDoorfaces: Page4 ff urrrigftt*$ft Right-.J@ Worksheet Entire House RDO 2990 GENEVA DR., tdaho Fails, rD 83406 phone:208-881-3243 Emair: lsgmiiler@cabreone.net Job: Rand Olsen Const. 1561 S... Date: By: cM 1 3 5 Room name Exposed wall Room height Room dimensions Room area Master Bath 8.0 ft 9.0 ft heavcool 8.0 x 12.0 ft96.0 ft" Bath 5.5 ft heaVcool 1.0 x 63.1 ft 9.0 ft 63.1 ft Ty I Construction I numoer U-value I Ot(Bt uh/ft1'F)l I Hrr',r | (Btuh/ft,)Area (f t, )or perimeter (f0 LOad (Btuh) Area (ft,) or perimeter (ft) LOaO (Btuh) I n"ut Cool cross | ",r,s I rJ "oo,N/P/SGross Heat Cool 11 W lrzrosw Fcl2 glazing, drtow-e'-Dl11D0 W | 15819-0wc-6 W | 12F-0swl-G | 2 gtazing, ctr towe W | 15819-0wc6t-.G l 2 glazing. clr tow-e W | 12F{sv F--€ | 2 glazing, ctr tow-eLOl1100 W | 15819-0wc-6L< | 2 glazing, ctr low-e W | 12F-0sw 1 581 9-0wc-6 2 olazinq. clr low-e 168-50ad'l7B-6al 21N281 0.065 0.350 0.390 0.069 0.065 0.350 0.069 0.350 0.065 0.350 0.390 0.069 0.350 0.065 0.069 0.350o.o20 0.105 0.022 nene se se se se sw sw sw nw c F 4.94 26.60 29.64 4.94 26.60 26.60 4.94 zo.ou 29.64 3.76 26.60 4.94 zo,ov 1.52 7.98I ilfl'll '31 '.il ol ol ol ttllllllllll o.47 36.157.21 0.05 0.47 43.24 0.03 43.24 o.47 43,24 7.21 0.04 43.24 0.470.04 36.15 0.843.46 0.00 iltliil'il.iit 3t 3il sl 3lslB| 0l 0 I ol o | 0l 0 | .gl uB lll'll ll 0l 00l 00l 00l 02451 230l 00l 00l 00l 00l 00l 00l 00l 0 0l 00l 0ol oe6l 530l 00l 0l 6 c) AED excursion Envelope loss/gain '11 502 103 340 6912a) Infiltration b) Room ventilation 242 0 (166 0 '15 013lnternal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 14'15 Subtotal (lines 6 to 13) Less external load Less transfer Redistribution Subtotal Duct loads -0%OYo 744 0 0 0 744 0 , 0 0 0 507 84 -0v6 oo/" 0 0 0507 0 0 00 84 0 Total rcom loadAir required (cfm)744t1 ,ru.rl 507 A4 5 ^* S r rriglrtsgrcr ,;ructL Right-Suite@ Universal 20'12 12.O.iO RSUO11.14 20124ct43 19i54:12'''r\My uocuments\sprinteAsprinter Heating - JAB Rigby House.rup Calc = MJg Front Doorfaces: Page 5 *fi. urright*off Right-.J@ Worksheet Entire House RDO 2990 GENEVA DR., tdaho Falts, tD 83406 phone:208-881_3243 Email: .tsgmi'er@cableone.net Job: Rand Olsen Const. i561 S... Date: By: cM 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Bedroom 2 23.8 ft9.0 ft heavcool 1 .0 x 133.6 ft133.6 ft, Bedroom 3 16.2 ft 9.0 ft heavcool 1.0 x 138.9 ft138.9 f r' Ty Conslruction number U-value I Or(Bt uh/fta'F)l HTM (Bt uh/ft')Arca (f r)or perimeter (f0 LOad (Btuh) Area (ft,) or perimeter (f0 Load I(Btuh) | Heat Cool Gross N/P/S Heat Cool cross lN/p/s I xear lCool6 lW | 't2F4sw I F-Gl2 gtazing, clrtow-e.lr---o111D0 . lw lrseroowc-o11lW l12F-0sv | '-+ | 2 gtazing, ctr tow-eI W | 15B19-0wc-6 I' cl2gtazing,ctrtow-e lW | 12F{$./ I |_-€l2gtazing,ctrtow-e I t-ol11D0 I W | 15819-0wc-6 lI-Gl2gtazing,ctrtow-e I W | 12F-0sw I W | 15819-0wc-6 I l-G | 2 otazinq. clr low-e I C | 16&50ad I C | 178-6allr lz'rxzat 0.065 1 ne | 4.940.3501 ne | 26.600.390f ne | 29.64 o.oogl ne I s.sz0.065f se I q.g+ 0.3501 se I zo.oo0.069l se I s.os0.3501 se | 26.60o.oosl swl l.s+0.3501 swl 26.60 o.3eof swl zs.oc0.0691 swl g.zO 0.3501 swl 26.60 o.oosl nwl q.gq 0.0691 nwl 3.73 o.ssol nwl zo.ooo.o2ol - | 'r.sz 0.105 I | 7.98 o.o22l - | 't.67 1 o.47 36.15 7.21 0.05o.47 43.24 0.0343.24 o.47 43.24 7.21 0.0443.24 0.47 0.04 36.15 0.84 3.46 0.00 e7i r,i .*T- u'31 3l %l not ililili313lsl331 3l sl 3{t {t 4t ,; '.31 ,.31 ,',ll ',t l313lsl3l tttllllllllllllltttlllllll|lllli 741 eoo I ssi3l *31 *31 ,31 "il Jliltlil ililil3l sl sl.ll .31 ,,llol ol olol ol ol tlllllllllllllllllttlLtl 6 c) AED excursion -97 -93 Envelope loss/gain 1800 1 009 1475 985 12 Infiltration Room ventilation a) o)719 0 6((492 0 45 0 lnternal gains: Occupants @ 230 Appliances/other 0 0 0 0 Subtotal 0ines 6 to 13)2519 1075 1967 1 030 14 15 Less external load Less transfer Redistribution Subtotal Duct loads -o./.ovo 0 0 02519 0 1075 0 -1vo 1vo 0 0 0 1 967 0 0 0 01 030 0 Total room load Air required (cfm)2519 72 10751o+l 1967 56 1030 61 "'**-..AMyDocuments\Sprinter\SprinterHeating*JABRigbyHouse.rup Calc=MJ8 FrontDoorfaces: Page6 $ wrighrsoft"Right-.J@ Worksheet Entire House RDO 2990 GENEVA DR', rdaho Falrs, rD 83406 phone:208-881-3243 Emair: .lsgmiter@cabreone.net Job: Rand Olsen Const.1561 S... Date: By: GM 1 2 3 5 R@m name Exposed wall Room height Room dimensions Room area Main Stairs 9.8 ft 10.7 ft heaVcool 9.8 x 7.8 ft75.6 ft' Laundry 15.8 ft1O.7 ft heaucool 10.5 x S.3 ft 55.'t f t,ry Constructionnumber U-value lOr I HTM(Bt uh/ft4"F)l | (Br uhft,) I l-;T; Area (f r)or perimeter (ft)LOaO (Btuh)Area (ft,) or perimeter (ft)Load I(Btuh) | Gross N/P/S Heat Cool Gross N/P/S Heat Cool6lW l12F-0sw lF--€l2gtazing.ctrtow-e.lr_Dl11D0 . lw 115819-0wc€1 lW | 12F{sv I L-c | 2 gtazing, ctr tow-e I W | 15819-0wc-6 ll---€l2qlazing'clrlow-elW | 12F4sw lF€l2gtazing.ctrtow-e I H) | 11D0 I W | 1sB'19-0wc-6 l|_-€l2gtazing,ctrlow-eI W | 12F-0sv I w | 15819-Owc-6 I l---G | 2 qtazina. ctr tow-e I C | 168-5oad l C | 178-6alI r I zre-zat o.ouuf n" i ;;i *'0.3sol ne I 26.601 so.ts0.390 1 nel 29.64 1 7.210.069lnel s.ezl o.os0.065f sel t.stl o.cz0.3s01 se I zo.oo I ce.zq0.069 1 sel 3.63 1 o.os0.350f se I 26.60 | 8.24o.o6sl swl t.s+l o.qt0.350f swl 26.60 1 $.24o.3sol swl zs.o+l t.zt0.0691 swl 3.761 o.oc0.350 1 swl 26.60 1 +s.zqo.oosf nwl t.s+l o.qt0.0691 nwl 3.731 o.o+o.ssol nw I zo.oo I eo.rso.ozol - | r.szl o.B4o.iosl | 7.981 3.460.0221 - | t.ozl o.oo BBI sel 433 | 42olololo 74 0 0 363 | 35 0l 06221 152 0l 0 0l 0 0l 00l 0 0l 0 0l 0 0l 0 0l 00l 00l 0 2331 220l 0l 0l 0l 2l tl4641 2021 ol ol 0 0 21 0 ,:l ,:l dl ,,il ,ll ,; 6 c) AED excursion .29 Envelope loss/gain 1080 293 1 685 3741ta) Infiltration b) Room ventilation 0 2 477 0 44 013 | lnternal gains: Occupants @ 230 I Apptiances/other I Subtotal (lines 6 to 13) 0 0 0 0 0 I | ,.'ul i^418 14 15 Less external load Less transfer Rediskibution Subtotal Duct loads llotl | | .'.,i tt0-o"r"l o.r.l o -321 0 0 ll0llo11286| | 2449'0"/,1 owl o 0 0 67 484 0 Total room load Air required (cfm)0lol 2448 70 484 29 '''r\My Documents\sprinter\Sprinter Heating _ JAB Rigby House.rup Calc = MJg Front Door faces: Page 7 -r*F $nightsaftl Right-.J@ Worksheet Entire House RDO 2990 GENEVA OR, rdaho Fats' rD 83406 phone: 208-881-3243 Emair: lsgmiter@cabreone.net Job: Rand Olsen Const. 156i S... Date: By: cM 'l 2 3 4 5 Room name Exposed wall Room height Room dimensionsRoom area Kitch/din/famity 51.8 ft10.5 ft heaucool 1.0 x 590.4 ft580.4 f t, Ty Construction number U-value (Bt uhlft4'F Or I HrM | (Bt uh/ft'?) --------T------ Area (f t" )or penmeter (ft)I r_oao | (Btuh)Area I Load Ior perimeter | | Heat I Cool cross | rulels Heat I coot Gross N/P/S Heat Cool'hli'lJf'[,*"--"u.uticf ne | 4.940.3501 ne | 26.600.3901 ne I ZS.6a o.oosl ne I s.az0.065 1 se I LSIo.asol se I zo.oo0.069 1 se I g.og 0.3501 se | 26.60o.oesl swl a.s+0.350 1 svl zO.oOo.ssof swl zs.a+0.0691 swl 3.760.3501 sw I 26.60 o.o65f nwl t.gc0.0691 nwl S.zg o.ssol nwl zo.oo0.020 1 - | .t.52 0.105 | | 7.98 o.o22l - | r.ez 0.i oo. a' 0.(O./ 43.i 0.(43.i 0.4 43.2 0.0 43.2 0.4 0.0 36.1 0.8 3.4 0.0 W l'15819-0wc-6lllW l12F-0sw I l--+ | 2 gtazing, ctr tow-e I W | 15819-0we6 lL-Gl2gtazins,ctrtow-e W | 12F4sw f-4 | 2 gtazing, clr tow-eLDl11D0 W l lsBig-owc-6L--G I 2 glazing, ctr tow-eW | 12F-0sw W | 15819{wc-6 2 qlazinq. clr low-e 168-5oad 1 78-6al 21A-28t 541 33,\ ,1,31 30l 00l 0.:il ";'ll 1l0l 0l"31 "31,dl ,dlol ol lltltltltltltltltltltttltltltl 8€ 445 )J 0 2 193 16 0i2 6 c) AED excursion -49 Envelope loss/gain 8977 4583 o) Infiltratlon Room ventilation 1 566 0 144 0 IJ Internal gains: Occupants @ 230 Appliances/other 4 920 2000 Subtotal (lines 6 to 13) Less external load Less transfer Redistribution Subtotal Duct loads 10543 7647 14 15 -o%o% c 0 1 089 11632 0 0 0 254 7901 0 Total room load Air required (cfm)11632 330 7901 468 I S wrightsoft Loads for Multiple Orientations Entire House RDO Rand Olsen Const. 156... GM Job: Date: By: 2990 GENEVA DR., rdaho Fats, rD 83406 phone:208-881-3243 Emair: lsgmiter@cabreone.net ldaho Falls, tD, US Elevation: 414i ft Latitude: 44.N Outdoor: Drybulb ('F) Dailyrange ("F) Wet bulb ("F) Wind speed (mph) Current Orientation: Highest Cooling Load: Cooling 89 34 (H )60 7.5 ESE Direction Front Door Indoor: Indoor temperature (.F) Design TD ("F) Relative humidity (%) Moisture difference (gr/lb) Infiltration: Heating 70 76 30 35.2 Cooling 75 14 50 -31.5Heating : 15.0 NE SSW faces Front Door faces North Front Door faces North calculations approved by ACCA to meet arr requirements of Manuar J gth Ed. Sensible Load (Btuh) Latent Load (Btuh) Total Load (Btuh) Heating AVF (cfm) Cooling AVF (cfm) Building Orientation Cooling Load I db" {# WnightSCfiF' Risht-suite@ u niversat 20 12 12.o.,toRSUo1 1.14 ,dCCh r\Mv n^.,'manrc\s^rin16r\e^ri^r^, u^-.:-^'..r\My Documents\sprinter\sprinter Heating _ JAB Rigby House.rup carc = MJ8 Front Door faces: 2012-Ocl-03 13:54:14 Basement -" "B6droom 4 6. 12x cfn stuirs 22 X 1fi,#n8 [o' Bsmt Bath #: Rand Olsen Const. 1561 Summer... Performed by GM for: Sorinter RDO 2990 GENEVA DR. ldaho Falls, tD 83406 Phone: 208-88't-3243'l sgmiller@cableone. net Scale: 1 : 84 page 1 Ri ght-Suite@ Un iv ers;,t 2O1 2 12.0.10 RSU01 114 2012-Oct-03 13:54:46 ...er Heating _ JAB Rigby House.rup Main Flool 109 cfrr Master Master Bath Kr, .,,, K,,, ,,,K r,, "r,.," -ZTScfrr 4 Crn R,rr.ft Job #: Rand Olsen Const. 1561 Summer... Performed by GM for: Sprinter Rigby, td RDO 2990 GENEVA DR. ldaho Falls, lD 83406 Phone: 208-881-3243 1 sgmiller@cableone.net Scale: 1 :84 Page 2 Ri ght-Suite@Un ivers;,l 201 2 12.0.10 RSUo1.114 2012-Oct-03 13:54:46 ...er Heating _ JAB Rigby House.rup W *rqght**ft' Manual S Compliance ReportEntire House RDO Rand Olsen Const. 156... GM Job: Date: By: 2990 GENEVA DR., tdaho Falts, tD 83406 phone: 208_881_3243Email: 1 sgmiller@cabteone.net Sprinter Rigby, ld Design Conditions Outdoor design DB: gg.0"F Outdoor design WB: 60.0"F Indoor design DB: 75.0.F lndoor RH: S0o/o Actual airflow:931 Sensible capacity: 0Latent capacity: 0 Total capacity; 0 Sensible gain: 1SZ0g Latent gain: 425 Total gain: 16134 Estimated airflow: 931 Model: 1 13ANC024-B+CNPV.30.1 7A**++TDR jYo of load 0% of load 0% of load SHR: \yo Entering coil DB: 7S.O.F Entering coil WB: 61.8.F Btuh Btuh Btuh cfm Manufacturer's Performance Data at Actual Design conditions Equipment type: Split AC Manufacturer: Bryant cfm Btuh Btuh Btuh Design Conditions Outdoor design DB: -6.0.F Indoor design DB: 70.0"F Man ufactu rer's Performance Equipment type: Gas furnace Manufacturer: Bryant Actual airflow:931 cfm Output capacity: 46980 Btuh Heat loss:32778 Btuh Data at Actual Design Conditions Model; 359AAV036060 143% of load Entering coil DB: 70.0"F Temp 55 'F The above equipment was selected in accordance with ACCA Manual s I jk {# WrightSOfft Risht-suire@ universat 2012 12.o.1oRsuo11j4 e/ffi r\My Documents\sprinter\sprinter Heating _ JAB Rigby House.rup carc : MJ8 Front Door faces: 2012-Oct-03 13:54:15 Page 1 $ wrightssft' 2990 GENEVA DR, tdaho Fa's, tD 83406 phone:2og_8g1_3243 Emait: lsgmi,er@cabteone.net DHW Report Entire House RDO Rand Olsen Const. 156... GM Job: Date: By: Occupants Age Number0-5 0 6-1314-59 60+ Not occupied during the dayLJrSnwasher Clothes washer Additional use (ood) Setpoint ('F) Daily use (gird) z 2 0 0 120 61 Manufacturer Trade nameModel AHRI ref. number Tank size (gat) Energy tactor Input (MBtuh) 1st hour (qal) Recovery-etf. qX; 40 0.60 0.0 60 77 -5a ff wriohtsofr /iFl I --- -='rryr.\ Right-Suite@Universat 2012 12.0.10 RSUOitl4't'/i',t'r ...r\My Documents\sprinter\sprinter Heating _ JAB Rigby House_rup carc = MJg Front Door faces: 2012-Oc!03'13:54:15 Page 1 &d#m," 1):t&?,s&.t:at*it ;xar;l &tw*x Form RPER 1 15 Mar 09 Header Information Contractor: RDO Mechanical license: Building ptan #: Home address (Street or Lot#, Block, Subdivision): REQUIRED ATTACHMENTSMa.ly:l.Jj form (and supporting worksheets): :r]llAE Form* (and supporting worksheersl:L/trM penormance data (heating, cooling, blower):Manual D Friction Rate Worksneet:Duct dislribution sketch: , Entire House ATTACHED Yes E No flYes E NoE Yes E NoE Yes D NoEYes I No f] .w *;; ftSeprl", I 1,,V,",.*31!g I Wjnlgr Design Conditions uurooor temperature: Indoor temperature: Total heat loss: Summer Design Conditionsuut0oor temperature: Indoor temperature: Grains difference: _g1Sensible heat gain: Latent heat gain: Total heat gain: Building Ofenlalion: Front Door faces NorthNorth, East, West, South, Northeast, Nortf,.""i, S*tt'"-"!t,'So"uii*"", Number of bedrooms:Conditioned floor area: Number of occupants: Windows Eave overhang depth: lnternal shade:Blinds, drapes, etc, Number of skylights: -6 'F 70 "F 32778 Btuh 89 'F 75 "F grllb @507o P1-115208 Btuh 425 Btuh'16134 Btuh 1 2615 ft" o 2.0 ftnone 0 Healing Equipment Data Equipment type:Fumace. Heal irump, Boiler, etc. Model: Bryant 359MV036060+q?l{}gf yjPyjog3B."9,tfi ,",o"",nnoudgoggoQo,,Blth Aux. heating output capacity:0 Btuh Cooling Eq r ripment,Dala ExyiBatil,ll{g?iat pump, etc. Model: Total cooling capacity: Sensible cooling capacity: Latent cooling capacity: 1 1 3ANC024-B+CNpV-301 7A"-++TDR Blower Data Heating cfrn: g31 Cooling cfm: g31 " trXtl.". Pi,""i:yffi n ",",, "0;,99 " ll # o design airflow Gas furnace Split AC Bryant 0 Btuh 0 Btuh 0 Btuh Design airflow: Equipment design ESp: Total device pressure losses; Longest supply duct: 273 ftLongest retum duct: 410 ft Total.effective tength (TEL): 6g3 ftt t' c' ot'T3ut'"e; n "t" = 4 s"','..Q pf; i2 i n/ 1 oott Duct Materials Used Trunk duct:Sheet metal Branch duct: Sheet metal, Stud/joist space 931 cfm 0.80 in H2o-0.2 inH2OAvaitabte static pressure (ASp): g![ in HzO Contractor's printed name: Contractor's signature: *Home qualifies fo, UUtn J. ry *,f,ghtSOffE Righr-suite@ universat zoi2 12.0.1oRsU0.1114 $' wrishtsoft' #:"tftem summary RDO 2990 GENEVA DR., tdaho Fails, tD 83406 phone:208_88i-3243Email: 1 sgmiller@cableone.net Rand Otsen Const. 156... GM Job: Date: By: External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.80 in H2O 0.24 inH2O 0.56 in H2O 0.22 / 0.34 in H2O 0.082 in/100ft 931 cfm Cooling 0.80 in H2O 0.24 inH2O 0.56 in H2O 0.22 | 0.34 in H2O 0.082 in/100ft 931 cfm Bath Bedroom 2 Bedroom 3 Bedroom 4 Bedroom 5 Bsmt Bath Family Rm Family Rm-A Kitch/dinffamity Kitch/dinffamily-A Kitch/din/family-B Kitch/din/famity-C Laundry Master Master Bath n84 h 2519 c '1030 h 1938 h 1972 h 607 n 2864 n 2864 c 1975 c '1975 c 1975 c 1975 n 2448 c 1844 n 744 14 72 56 55 56 17 81 81 83 83 83 83 70 77) 211 5 64 61 .+o 46 1 47 47 117 117 117 117 29 109 7 U 0.082 0.093 0.085 0.086 0.093 0.119 0.087 0.097 0.095 0.104 0.096 0.102 0.085 0.083 0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 8.0 8.0 8.0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt 0 47.8 36.3 48.0 45.3 26.8 17.3 30.8 26.5 19.5 20.5 7.3 14.8 49.0 33.8 0 225.0 205.0 215.0 215.0 215.0 170.0 225.0 205.0 215.0 195.0 225.0 205.0 215.0 235.0 I st2B st2A st2B st2B st2A st3 st2A st2 st3 st2 st3 st3 st2B st2B St2A st2 st2B st3 st1 653 693 506 569 758 Bx 12 8x16 8x10 8x 10 8x22 I -$; *l* eyliqfttsofr" - ;ieFr I L Right_Suite@ Universal 2Oi2 12.0.10 RSUO1.t14tuw . r\My Documents\sprinter\sprinter Heating _ JAB Rjgby House.rup carc = MJg Ffont Door faces: 2012-Oct-03 13:54115 page 1 2-3.25x14 3.25x14 3.25x14 3.25x14 2-3.25x14 3.25x14 3.25x14 3.25x14 2-10x18 10x9 1Oxg 1 0x9 2-10x18 1 0x9 1 0x9 10x9 Peak AVF Peak AVF Peak AVF 0.082 0.082 0.082 8x22 8x10 8x24 & +1# wrishtsoft /f ,{j. .-. _ r,a Rjght_Suite@ Universat 2012 12.0.10 RSUO11.14,* r\My Documents\sprinter\sprinter Heating _ JAB Rigby House.rup calc = MJg Front ooor faces: 2012-Ocr03.t3:54:.15 page 2