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Home My WebLink AboutALL DOCS - 14-00224 - 678 Mill Stream Street - SFRCITY OF Certificate of Occupancy REXBURG City of Rexburg Department of Community Development 35 N. lst E. / Rexburg, |D.83440 Phone (208) 359-3020lFax (208) 359-3022 cs' - Am eri cals Fa mi ly C o mmunity Buifding Permit No: 14-00224 Applicable Addition of Code: IRC 2009 Site Address: 678 Mill Stream Use and Occupancy: 678 Mill Stream - SFR Design Occupant Load: N/A Sprinkler System Required: No Name and Address of Owner: Kartchner Homes, Inc. 859 S Yellowstone Hwy, Ste 201 Rexburg, lD 83440 Contractor: Special Conditions: Kartchner Homes, Inc. Occupancy: Residential, one-and two-family = 1,709.00 sq. ft. Utility, miscellaneous = 832.00 sq. ft. Unfinished basement (all use group) = 1,709.00 sq. ft. This Certificate, issued persuant to the requirements of Section 109 of the lnternational Building Code, ceftifies that, at the time of issuance, this building or that portion of the building that was inspected on the date listed was found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy was classified. Date C.O. lssued: 09 / OA I 2014 c.o. tssued ov n G' '= Building Inspector: ry' 0*d&, There shall be no further change in the existing occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the building Official has reviewed and approved said future changes. Mechanical Inspector: \Fire Alarm: nla Plumbing Inspector: - \ Electrical Inspector: Fire Dept./Sprinkler: nla P&ZPublic Works: nla nla nla Submit by E-mail 35 N. 1s E., Rexburg Id 83440 Phone - Q08)359-3020 / Hotline - e0g)372_2344 / CITY OF BEXB".,qBg AMi@\ Family Communite Permit# ||-UC:ZZJ Approved for temporary power Approved for permanent power tr ! g Sofety Depqrlmenl City of Rexburg Fax - Q08)359-3022 OWNER'S NAME r:-HPROPE,RTY ADDRESS SUBDIVISION i> PTIASE Required!!!ELECTRICAL Electrical Contractor's N^^. ftOvqE Oc)r)f 8- hrsiness Name Address City_ Stzte Zrp Cell Phone Business phone Fax (CoMMERCIAL/IND-USTRTAL) Total cost of electrical system (contractedAmount)(ackde: tbe co$ of mateials':t'hd:q,,!b: ofibepanj, Mpp/1ingit. Thefeer bted under tbit inspection rpe iall apptl to an1 and all elecricalnot spedfm@ nentioned elrewhere on tbis fom). tr Up to $10,000 ^-tr Between $10,001- $100'000 1(t"trl.ort oJErt.* - to.itoo) x 0,01) + g260 = gtr ovet 9100,001 i(@ x 0.005) + g1,160 = gsmall wotks (contractors oNL!: $1b'fee for*ork.rot.*...ditrf$200 in'cost "rrJ.ro, involving a change inservice connecdons. Does NOT require inspection. RESIDENTIAL Neu: Single Family Dwelling, including all baitdings witb u:iing being constructed on eacb propmy. (?Based on liaing space,see definition belou) tr Up to 1,500 sq ft - $130 _E 2,i0't to 3,500 sq ft - g260 Ll Over 4,500 sq ft 9325 plus g65 for each additional - , _ 1.000 sq. ft. or portion thereof,)). Neto : Muhi-Family Dzaelling (Connactori OnIy) tr 1,501 to 2,500 sq ft_ g195 fl :,sot to 4,500 ,q rt _ g:zs 1,000 sq ft. or porrion thereof ($3ZS + ($65 x # of additional tr Duplex Apartmenrg260 "t l*::X**j"r#^l.yj,,^gr^r_?-l-.1j_gglq*": T.usJ*udt,($130* #orboldins,) + $ g:::':'Heating/CoolingSystems:$65WhenNoT"p,ttofnew*''IJif'ffi""S7itirg - n spas, Frot Tro^., and Swimming pools: g65 fee for each trip to inspectPamps-Water, Irrigation, Seange (eacb motol) Ll $65 up to 25HP r$95 - 26 to 200Hp rg130 over 200 Hp MISCELLANEOUS n Tempotary construction services oNLY: 200 anpor less, one location (for a period not to exceed 1 year) - $65 _n Temporary Amusement: $65 fee plus $10 per ride, iorr..rrro., or generator E Irrigation Machine: $65 for center pivot plus g10 per tower of drive motor E Technical Service: g65 per hour tr PhnCheck g65perhour $ Requested Inspection: g65 ;Iffi,'fffu;?p;H;"ixLT:;T'"tr".**i:xl*'nl*:T*^:lj:i::":l}_b"1to,,,::d for s,eeping, ea,ing, cooking, Y:::Ugryon' ano salutauon p"A?9t- An unfinished basement is considered part of the living space. 6.22. /c1 License number &date Date RESIDENTIAL PLAN CT{ECKT,IST (2003 International Residential Code) Date:Buiiding Pennit Number: Project: -s F R 11 n-if*Ln*rv-Job Addr ess: h 7{ /tif l{ *S*ree-t zoning: &A Number of stories , I Basement' $$ No /Fin. unfin. Fixrures: (Note unfinished basihints as special condition on permit) Floor Area (sf): I 7 O I nnrshed, l7C4 *tfotisbed, tB4 garuge Mechanical Fee: The following comments based onthe 2003 edition of the lnternational Residential Codeshould be resolvedbefore a building permit is issued. This correction list is not a building pennit, The approval of plans andspecifications does not permit the violation of any section ofthe lntemational Residentiaj Code or any federal,state or local resulations. PLAN CIMCK A. -Plans *n To Scale t{no* /rrorrrun v tfurcod plain------v ,ft/ Floor I Foundation Plan y' Section showing construction details /€ gltBuilding Elevarions t/ Design Criteria (shall be identified on plans as Wind - 85 m.p.h." Snow. 35 lb. per sq ft.) ./ ,/ t/ Truss Calculation Sheets & lEloor Joist Details /Mechanical Design / Energy Calculations [R320 & Ch 1l) B- zoning(circle one -new zoning designations adopted in 2005) I-D&L 12,000 sfmin. (width 80ft. min) LDR2 \ 8,000 sf min. (width 60 ft. min); Duplex 10,000 sq. ft-min. with c.u.p. RR2 27,780 sf min. (width 150 ft min) Duplex allowed with C.U.p Other (Verify zontng re quirements) C. Xse t/ snd" Family -Duplex (tDR 1 only - conditional use permit?) D.r$etBacks (taken from eaves)z Front set back (32 ft. from curb) Note: 60%nr:rr-of front yard green /**set back (LDRI 2s ft. &LDR2 za ft.) 1(ia"rset backs (6" for every ft. of building height with LDR - 7.5,min., & LDRI - 6,min.) ,4oitAi"g-Height (maximurn 30 ft.) E. Footings yJropet Size (as per Table 4A3.l,use 1500 psf unless soil type is known, Table 4Al.4.lfor soil bearing) y'Xea ar (2 #4 continuous) -y':FootingDepth (36" below finished grade and,12" below undisturbed soil; 18" to top of slab - interior) F. pundation y' Foundation walls w/rebar (city ordinance) -1t,r:Anchor Bolts with 2"x2"x 3/16-square washers (incl. interior bearing walls) R403.1.6.f / Fotndation Drainage (foundations on sift soil shall be designed per R405) -a$u pproofingfWaterproofing to finish grade. R406.1 (frd. extends 6" min above grade R4o4.r.6) --ereuiFse€ce access of 18" x24" min. R408.3 (may differ ifmech appliance tr,- "rrlt space M1305.1.4) crad sP^ce Ventilation/Insulation:l sf vent per 150 sf. (lnth moisture barrier I sf. per lW.) andwithin 3'of each comer i40S, dcradng slope away from house. R401.3 G.frame u,/ Seismic Hold Downs and Braced Wall panels (R602.f 0)T- ,/,/ -zftloors joists sized as perR502.3, wood I-joists sized per manufr. ,/ vloistsunderLoad Bearing partitions shalr be doubled. R502.4 !-ptders sized per R502.s or per manufr. Tables for engineered products /^ ..,_'_Cantilevers (comply with R502.3.3 or manufr instruction) -/',/p'Floor Sheathing (3/4'mjnforjoists 24,, oc & s/g.forjoists 16,, oc) R503.2.2 l--.Jvrvlglvvw) I wall (bearing and nonbearing) stud sizes, height & spacingper Tabre 602.3(5)R602.3 ")y'Headers in Bearing v/arl shat be designed as per Tabres 502.5(1&2) R602.7-/y'Roof Trusses (desisned according to R802-10"1) 35 # snow and 90 mph winds (Locar condifions) t/ Rafter and Truss tie_downs. (RS02.I0.S) "/WAttic Access 22,, x30,,min. opening (Rg07) H. Exterior Covering "-frru"ootr and stucc-o shall have weather resistive barrier over exterior sheathing R703.2 & 703.g.I f. Roof Covering and Ventilafion _Roof Ventilation as per Rg06 -/' -:Asphalt shingles (slop>2:i 2) w/ iceprotection. (other tJpe: - to comply w/ Rvos-_$/ J. r^Firewalls'/ GatagelHouse drywall separation furotect ext. walls & beams supporting habitabre space) R309,2 t'/Door from Garage to House (1 3/8" solid wood or steel door, or 20 min. fire-rated door) R3o9.l '*:fu€-Panily Dwetling separation (l hr fre separation) Supporting structure arso rated. R317-l '**-w*'/tes & Townhouses (2 hr separation & 4' overlurn protection orparapet) R317.2 *'o***a*ls parailel to and within 3 ft ofproperry rine */No openings. R302 *eene+ra*lons inprevious 3 items to comply with R317.3 K. $pneral Requirements L.+Iouse Numbers R32l {Hat ope-nable 3sf window or Mech' ventilation in bathrooms, water crosets, and sim'ar rooms. R303-3&/ rnterior and exterior stair illumination shail comply with R303.6. '/Bathroom Fixture crearances comply with Figure R307.2 ./' / -vloneroom at least 120 sf'; /orh", htbitablerooms 70 sf. min damin. dimension of 7 ft.R304+areas w/ sloped ceitings tess than 5 fi tu h;;;;ifune_d cettinss-ll* tlron 7ft Do Nor comply*50% or more of the required area must b, i teasi 7fi high in r'ioms-w/ sroped ce,ing ry from windowwells under cantilevered floors. R310.2 v Glaang at Hazardous Locations R30g y' Emergency Egress in all sleeping rooms and basements with habitable space R3l0 j_Oyrequired Exit Door shall comply with R3ll.4 I r^angs at top and bottom of stairways R311.5.4, and each side of each exterior door. R3ll.4J '/ rn (1 ?,lA|tm^- -:-^ o- 1'',,--: , 1 -/-,/StutRise/Run(7 3/4,'max.rise&.10.,,^y-tr"?d,.lo:Tgreq,dif<ll,) r'StairWidth(36,min), Aturwayi{eadroom to;ii *io.l 4ftndratts (34"to 38', above stair nosing)(R31l.s) --s?eeid"cenditions for circular, spiral and winder stairways and bulkhead enclosures R311.5.g 1'St**uyProtection (enclosed accessible space under stairs shall be covered with ll2drywall) R311.2.2,//Guardrails complying with R3l2 /smoke Alarms (pach bedroom and common area and one on each rever) (R 3r3) L. Energr .// Homeswithglazing<l'Yoofgrossareaofext.walls(Townhouses <25y")tocomply*7chapterll.*otherwise shall meet requirements of IECCfor rispective burtitng type. Nll1l.2 ulvuporretarder on warm in winter side of walls, ceiling and floors R3lg ,/ / *Wut", Heater heat traps IECC 504.7 4uctsealing and insulation Nlr03i&4 or IECC 503i.3.3, 503.3.3.4.3 r' Plans match quantities & values on a..passing,'REScheck compliance report M. Mechanical -/- Gas appliances not in bedrooms, bathrooms, toilet rooms, or storage closets G2406J lfoo^access 24" minwidtlr/Attic access clear opening 20x30/under floor r.o.22x30.M13os I v/ Dryer vent length 25' maxd g, hansition (-5'per 90 deg tums) Ml50l.3 '/ R^Jo* ' 51Zrt t Building Sofety Deportmenl City of Rexburg Phoner 208.372.2326 Fox:208.359.3022 CITY OF www,rexburg,org REXBURG Am eri cab Family (h mmu nity Office Hours: Monday-Friday g:00arn_4:00prn CF id on Seismic Design Category - D Gtound Snow - 50 lbs. pet sq. ft. Frost Depth -36, Roof Snow Load - 35 lbs. pet sq. ft. Wind Load - 90 MpH Tltefollowingitems sbould be conpleted lgfuyu sabnitlourbuildingperrzit @plication. completioa of a Building PetmitApplicatioa: Youmay print this application from our websitewwrv'rexburg.org or pick up a copy at the city Ha[ A'nex b"ilai"g ("ddr.r, ,il;t For Residential Pennits: (the following is-r-equired to be submitted before the AppJication can be appro'ed)tr 2 sets of site pians and 2 sets of building prans (rnust be &awn to scare) rr- -Plans rnust indude fo'ndation plan, flJor joistiayout, floor.plan, roofiayout, sectional rriews, fiont, back,and side elevations, mechanical layout, stait details ^i^oy g.ril; tequfue'Jtoiilustrate special consttuction.tr Energy cornpliance Report The state of Idaho has adopted the Intemational Energy conservation code(IECC)' A compliance Review must be cornpleted anisubmitted (the rescheck software is available onlineat www.energvcodes.gov). tr Page 2 of the Application must include tr. or the exemption fornmust be completed and signed, see page 10. -_------ tr l"g. I o{9. Application rnust be .oripl.t.d and @. l"g. I o{9. Application rnust be completed "rd Jtr l3s. a of the Application must be completed ""d fu : ffi:5::::::t1.1: q1l. 6-9r.the ,ppuEtio"Fy"u win be doing your own etecricat work.tr Truss details including engineered floor joists "r. r.q,rir.d.tr Property Line form needs to be signed by the buildei or o\ffner, see page 4. subdiuisions If you plan to build in a subdivision please check the.Rexbl=rcDevelopment code for anyrequirements such as, propert)'/ setbacks, archit5lul board "pfro.ra, etc. flis inforiration is available from thePlarrning & zontrgDepartrnent at the Annex Building lo.ut# "t 19 East Main. A[ew Residential rromes'. If y:* building petmit is for a new home, you will need the parcel number (a parcel T::il'X::K!:::!?,((:!:(::::::::':::t':::y:'{!i,Q""a i".*pr'f.i.a "n.".,, wi,, beissued rryoufl".mff il'ff '"ffi*rH:::*:r::"*1?";.Tiii^""*'.::il;:,ffi "".:H:ilHHil&,::H. Retnodels' If you are considedng a remodel, a copy of the bid or estimate fot the rernodel rnust be submitted withthe Perrrit AppJication. . 2 sets of Plans are required (may need IECC Review).. Additions are the same requfuements as new construction. RESIDENTIAL BUILDING PERMIT APPLICATION 35 N 1"E, REXBURG,ID 93440 208-372-2326 PARCEL NUMBER We vzill provide this for you) suBDrvrsroN, JtDrr{r'\OvrMe uNrr# Btoroo z to* (A.ddressing is based on the infotmation - must be accurate) Dwelling Units:Patcel Aces: 25 CONTACT PHONE # PROPERTYADD PHONE #: Home ( )- sTork ( ) ADDRESS: CiTY: STATE: ZIP:-(^ APPLICANT (f other than owner) (Applicant if othet than o\fitner, a statement authotbing apptcant to act as agent fot orwnet must accompany this application) APPLICANT INFORMATION: ADDRESS CITY: STATE: ZIP_ EMAIT. pAX PHONE #: Home ( )$fotk ( )- cell ( ) MAILING ADDRESS:8sqJ {rtior,,r-rtonr it*t s+r z{i i cr]-Y ww-L'( r 1 sr^rF'JD-zPa3A{JL PHoNE#:Home ( ) sTork f&{zq-ztlv crnQyw EMArT FAx | ' rDAHo REGTsTRATTON # & EXp. DATE:yl:lg _ /2 .itt . I How nrany buildings are on this orooertv? () Did you recendy purchase this properry? No Yes (If yes, list previous owner's name)_ QG-t411 t. t1 lf ls this a lot split? ltLQ tion of PROPOSED USE: (i.e., Single Family Residence,Familn Apartmeots, Rmodd Garage, Co--etcial, Addition, Etc.) forinspectionspu4)oses. NOTE: Thebuildingoffiriallnayrcv6ftsaper:mitonapirovalissueduodertheirovisionsofrhe2003 Inte!natio"Jd;'"; fal,se.sjrtementor.oilllsenStionoffactintheapptcationorontheplansonwhichthepermitorapprovalwasbased. petoitvoidifnot Permit void if wod< stops for 180 days. APPLICANTS SIGNATURE' CERTIFICATION AND AUTHORIZATION: Under peoalty of poi"ry, I hereby certi$, that I have read thrsapplicatioa: and state that the information here. is correct and I swear that any information which may hereafter be given iy me in hearings before thePlanniog and Zoning Co-mission or the City Council for the City of Rexburg shall be ttuthful and conecr I agree ti .o-ply *ith all Citi regulations andState larrs relating to the subiect matter of this application aod hereby autLorized rqrres"ntatives of the City to Lt . opoo th" "bo.r"--*iorrid prop"rty YES @Ieasebring copyof newlegal :irrrar \( hc(rvai\ua ,D SJL\ / \4 DATEApplicant TTARNING_BUILDING PERMITMUST BE POSTED ON CONSTRUCTION SITEI Plan fees ate non-refund.able and are paid in full at the time of applicati on beginning pnnuOa"* City of Rexburgts Acceptance of the plan review fee does not constitute plan approval*Building Petmit Fees ate due at time of application*r *Builfing Permits are void if your cireck does uot clear** Building Sofety Depqrfmenl City of Rexburg Phone: 208.372.2326 Fox:208.359.3022 Affidavit of Legal Interest State ofldaho Countv of Madison I, Name Address City State B.irg ftst duly swom upon oath, depose and say: (If Applicant is also Ownet of Recotd, skip to B) That I am the recotd owner of the property descdbed on the attached, and I gtant my permission to: Name Address to submit the accompan1ngapplication pertaining to that property. B. I agree to indemnify, defend and hold Rexburg City and its ernployees harmless frorr- any claim or liabiJity resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. Dated this day of ugnature subsctibed and sworn to befote me the day and year first above written. Notary Public of Idaho Residing at: My commission expires: REXBTIRG Am er i cal fwnily {.o mmu nity crTy oF www.rexourg.org n. 20 Building Sofety Depqrlmenl Clty of Rexburg Phone; 208.372.2326 Fox:208.359.3022 Property Lines Each site plan that is submitted to the City of Rexbug for the Building Permit process requites that property lines are shown accurately. It is the Developer,s responsibility ro coffectly identif, on the site plan the location of these lines in tefetence to the public right-of-way, other adjoining property lines, the street, other strucrures and all uti1ity Iines' The Developet should find properry pins that are stil1 available at the lot in question. If these pins do not exist or have become unrecognizable then a new survey should be performed. Accutate Propefty line infotmation is a must for a timely revievz. In addition to finding existing properry pins, Iegal descdptions should be checked. The best way to identi$r property iine location is with aland,survey. The City of Rexburg has aerial photos and a parcel line layer that canbe checked, but they are only a tool and ate not guaranteed for accuracy' If you want to request a copy of your lot, see the ftont counter at the Community D evelopment Departrnent. I have read and understand the above requirements. ff, Owner or n Builder Pdnted Name REXBURG _ (.$, Aneim's Family Community CITY OT www.rexourg.org Date 1 , n \**n/={\q , t()ot Building Sofety Depcrlment Clty of Rexburg ct IY rl!. REXBURG(\. Anttri cal ltnily (.bntuuti ly 35 N. 1$ 8., Rexbug, Id 83440 O\X,\IER'S NAI\,{E PROPERTYADDRESS Permit# Watet Meter Quantity:+ *xi.**** *x{.*x*watet Meter size: Required!!!Plumbing PlumbingContractor'sNam. ?OC\ gusinessN.".% Addr"ss 31bB 6 (o..q*or. floqd{ city-Amnosl]--statelcra,le.--zp:<a$orr Cell Phone (Zee) tr35 - \ZrS\ Business phone ( ) Fa.x ( ) e*m f or-s1""\f"*ugO xrrvln-:. rr.. (C0MMERCTAL/IND-USTRTAL) Total cost grpJu3ling 'ystem (contracted Amount) $.--._-(Inchrdet tba co$ oJ nahial: in$alhd ngardhr oJ the partl neptlhr it. idt pu t;rnFrrir. tbf inrpwtion 6g:e iall app!, tottot tlecficallt Tvcltlipzed ehetzben on tbhfonn). D Up to $10,000- - . (lotal cost of slrstem x 0.02) + 60 = $tr Between $10'001 - $100,000 ( (total cost of iysrem - 10.b00) x 0.01) + g260 = g n"r?or$'iiiilo,oot ( (tot^l ""rt "r,r,.t.m _ rootofi) x o.o'os; i $r,rBo = g rllcn': single FarnilyDweIIing, inchding aII baitdings with viting befutg cortsttucted on each propetq,, (*Based on liuing,epace,see definition below) u Up to 1.500 sq ft - 9130 n 1,501 to 2,500 sq ft _ g195{ Z,iOt to 3,500'sq ft - g260 o 3,501 ro 4,500 sq ft _ g325D over 4,500 sq ft $325 plus $65 for each additional 1,000 sq ft. or porrion thereof ($325 + ($65 x # of additional - 1.000 sS ft. or porrion drereoO).I{ev: Muhi--FarniIy Dwelliag (Cof,uacht; OnI) tr Duplex Apartment 9260 D Tbree or more mulli-family units: $130 per buildin_gplus $65 per unie ($130 x # of buildings) + ($65 x # of rurits)D Existing Residence, arrd Detacheu tlipr $65.fJephs gto n..r*r.ffi[tiiffi* of rhe corespondingsq. fc of the building ($65 + ($10 x # qf fixnues))tr Gtay Water Systems; $130o Lawn Sprinlders/Backflow Device: S65tr Modulat, Manufactured ot Mobile flornes: $65 for server and,"vater stub connectionstr Multiputpose Fire sptint<Ier and Domestic water supply systeml $65 fee or $4 perspdnkler head, whichevetis greater Sever & Vater tr $38 sever Line n$38 watet Line od65 s."v., & warer- if inspecred at rhe same rimert $65 Server turnaround underhouse (change from slptic to ciry)MISCELI.ANEOUS tr PIan Checkl 965 per hour o Technical Service: $65 pet hour o Gas Lllrer $65 0 Water lleater Replacement $65 l 0 Requested Inspection: 965 n Hy&onic l{eating: $65 + ($10 x # of manifolds,/zones) iffi:,ffi;',m#:;"*;",1n,"#:Tj:::::'::l*:"i:l'i:T:::T*^T:t jli::drv b:,'tjrrzcd ror s,ecping, eating, cooking,tecteauon, and sanitation purposes. An unfinished basement is consideted pad of the living space. License number &Contfactor /,r Date Building Sofety Depcrtment City of Rexburg Pcrmit# Reguited!!! iVccirarrical >nftactor'*i Name .\dtlre O \\\-. Ir] R'S CON TACT PH ON L:( )!i\ hR'S Ei,tr\IL iDDRIiSS R{XI}UT{C :.r.{ir1.., 4!,,rlir a :,::.)r:,):,t. O\X/l'iER'S :r*AN,IE PROPL,RTY ,\DDRESS Me chantcal ,f,."^yy::;:*!,:r:f,:;#,#),J:r:;;;:;f r:;:?#;L::;,::!.:i,:.r"jam,run,)in;tihliott-r m/ ij;eiijirul,I',nnrnnetl irfrtb$r Lr lhrs iafx). r"r ':' 'tr'-/ur'J I Up to $10,000 ^_ ir.rt*l .,rr, ,rf svsr.ul \ f-1.02) + 6U = $- Bero'een $10,001 - $1001000 l it.rar ct-rsr oi-s,r'stcr'- l{i.O{itf x t}.{)1) + $26i.} = $t-i Over $100,001 { (roral cosr oisysrcnr * 100.00{}) x {).00-i) + 1i1.160 = $RESIDENTIAI y::;:;:S:::;Zyf*" iactudiag aI buitdiags with witias bcins coasnucted oa eachptopery. (*Bzsed oa tiuiag space, r. L p r(' I,:i)(l sq ti . g13rt{ :,5ur r,, 3.5riL'sq ri _ s26u : l.ill I i;;llil I, fll;., ()r'* 4,500 sq ti $325 plus g65 fbr each i-d.d]d"ld t,rrtit) sq ti',,rpur,ion rhereof New: Multi-Famity Dwelling (coawcats 'X# - (s65 " 1. I l)uplcx Aparnlenr $?60 :$i;j&?:::#::"",ixTilxT:,;i1'"il.:*$,::iH?,1"1#:"u**s1r;q1l "qoip*.,,,l.inf;itrjli ;; rhe maxinrum .r,n" ."..J,i::.ft'ilTt":rT:r-ffi,t pr"' sioE'* MrscELLANEous i'oo: - ($]0x#t f iirrurcs)) r Plan Check; 965 per hour i:: Technical Service: g65 per lxrur r Gas Line: $(;5 L-r Water Fleater Replacement: l$65 r: Requested Inspection: $65 c Fiteplace/Solid Fuel Burning Appliance: $65 pcr inspccrion ,iJili I;:;-H:J;r':il,:1':::i:,f,:,':j;:,;::y T:':H:ln:'i:]l::,:l:1'.::.i:f:::i11:.,r T,",,r::a for s,eepins e.ring. c,r,,kinghrrhirr.q. yrishin-ir. rccrtaririn, ",r,1 ,"'rltuti," 1,,.p.,* i'.';1;ir;fi'|j]:::.ll|ilt :1'teas,nabiv be utifiize,d for stec'il'.rarn/lts oi IJ\/.\(- l-.quipnrent-furlacc ren6cr:nr*rr (?\laf ,,,-:--. L^-,..-. rsidcrcrl p:ut of thc Li'i'g sp1gg.'*Ir.ranrflcs oi I-tVAC L:.quipnrent-fu*n." J.pto""nr",,;:;i;;;r.,:'r*"i::. c/e >f /> I)atc IJusiness Name +_^ " y't,t t -/ ltwt | ,t ]' -V/' Z.,p ? "c/{j Liccnscd C()nrract0r darc Bu ing Sofety Deportmenl Clty ol Rexburg35 N. 1st E., Rexbwg, Id 83440 Phone - Q08)359-3020,/ Hotline - Q0B)372-2344 / Fax -(208)3s9-3022 CTT'Y O$ REXAURG Ameica's f!ilily Communitt PROPERTYADDRESS SUBDTVISION Permit# PHASE LOT BLOCK-_ O!V]\ER'S NAME Requircd!!!ELECTRICAL Electrical Contractor's Name NtcothOn Business Name S*c.ndc.rd €tec*r.rr Address ?er' [lo't z5'z clry-g,guj--state-l-dano--zip]-3s:rz Cell Phone (utZ) "4t -1*53 Business phone ( ,za: ) ,Z Z r - Uq cjt- Fax( ) (COMMERCIAL/IND_USTRIAL) Total cost of electdcal system (contracted Amount)(Incktt the eo$ oJmateriak tytalkd .nsmdler of theparl wppfingit. TheJeu l*ted uider thir ins?eaion !4pe fatt app! to o,E, "nd "thtutrhotnot specfualj nentioned ebeabm on thirforn). ! Up to $10p00 (total cost of system x 0.02) + 60 = $I Between $1o'001 - $100,000 ( (total cost of s)'stem - 10.b00) x 0.01) + g260 = g ! ovet 9100,001 ( (.total cost of system - 100,00b) x o.obs) * g1,160 = g Small Votks (Contractots oNL\); $10 fee for work not exceedin!$200 in'cost "nd ,rot involving a change inservice connections. Does NOT require inspection. RESIDENTIAL I\few: Single Family Dwelling, including aII buildiags with witing being consttucted on each ptopetqr. (*Based on liuing space,see definitioa below) i , yl: t,t^09..n ft - $130 tr 1,501 to 2,500 sq ft _ g195V 2,507 to 3,500 sq ft - 9260 , ! 3,501 to +,SOO ,q tt _ g325L Over 4,500 sq ft $325 plus $65 for each additional 1,000 sq ft. or portion rhereof ($lzS * ($65 x # of additional1.000 sq. ft. or porrion thereo0) l{ew: Multi-Family Dwelling (Co ntractors OnIy) tr Duplex Apartment $260 tr Three or more multi-family units: $130 per building plus $65_per urrir ($130 x # of buildings) + ($65 x # of units)tr Existing Residence, Modulat, Manufactured oiMobile frome.r."a o.t."tt a snofrJosEffito p.,btanch circuiq up to the maximum of the_coresp_onditg.q. ft. of the buildin$ ($65 + ($10 x # branch circuits))I Central Heating/Cooling Systemsr $65 When NoT patl of new residentia-lir FIVAC p..-it -l* ,. "aditionalWitirg tr spas, Hot Tub-s, and Swimming poors: $65 fee for each tdF to inspectPumps - lVater, Ittigation, S ewage (each m o tor) ! 965 up to 25HP ng95 - 26 to 200Hp l$130 over 200 Hp MISCELI.ANEOUS tr Tempotary Constuction Services ONLY: 200 amp or less, one location (for a petiod not to exceed 1 yeat) - $65tr Temporary Amusement $65 fee prus $10 pet dde, concession or generator n Irrigation Machine: $65 for center pivot plus $10 per tower of ddve motor tr Technical Service: $65 pet hour tr PlanCheck g65perhow n Requested Inspection: $65 *Living Space - space within a dwelling unit intended fot human habitation which may. teasonably be utilized fot sleeping, eating, cooking,bathing, *""W.f;Y%Wrtion puposes. ,\n uafinished basement is .onsidered part of the living space.' o F;LE t:' j876> Contfactof License number & exp. date Date Building Sofety Depqrtmenl Clty of Rexburg Phone; 208.372.2326 Fax:208.359.3022 SUBCONTRACTOR LIST OF 35N l",ERexburg, lD8U40 www.rexburg"org REXBURG An rc ri ca's Femily Comm un ity Excavation & Earth Concrete: Masonry: Roofing:i\,\,-C Floor Coverings: Plumbing: Heati Electrical; Special Construcdon (Manufacturer or Supplier) NC RoofT Floor/CeilingJoi Siding/Exterior Tri Other E,XEMPTIONS F'ROM STATE, REGISTRATION As of January 7,2006, the City of Rexbug can no_ longer sell permits without having a copy of your Statetegistration numbet of yollr exernption fiom the State registratio-n. Please send. "' .oiy oryo* ,t"t. r.gi"tt tion orfill out this form showing your exefirption and send it wiih your license tenewal or yoru next pemit application. (This list is a sumrnadzafl.on of Idaho code Title 54 chapter 5205, fot firll definitions of these exernptions pleasesee the State's website at www.ibol.idaho. gov / cont.htrn) tr _currendy state licensed punuant to Title 54Idaho code, chapters: 3 Architects, 1 0 Electrical Conftactors / J ourneyman, 7 2 Engpneers / Surveyors, 19 Public Wo*s Conftactots (exempt from fee only registration required),26 Plumbing/Plumbers, 45 Public Wotks construction Management Licensing Act (exempt ftom fee only registration required), or50 Installation of heating, ventilation andut conditioning systems E Employee or volunteet of a licensed contractot atpatto] an educational curricululn or nonprofit chatitableactivity with no wages or salary tr E'mployee of a US Govemment agency (State, City, County, or other municipality)tr |tr. Utlity doing construction, maintenance, or-developrnent to its own burin.rstr Involved rvith gas, oil or mineral operations E Supplier doing no installation or fabricating tr contracting a project or projects with a total cost less than $2000tr opetation of a farm ot ranch or construction of agriculture buildings exempt from Idaho Building Codetr Any type of water district operations tr \fork in rual districts for fire prevention pu{poses tr ownet who perforrns work ofr own Pfopefty or contracts with a registered contractor to do work as long asthe property is not for resale within 12 months E owner ot lessee of commetcial property pedorming maintenance, repair, aiteration or constfuction on thatPfoPefry tr Real estate licensee/properry r'.a',ager acting vzithin Idaho codetr E grgrog in the l"ggmg industry tr Renter working-o1 th.e property whete they live vzith the properry owners approvaltr Construction of_a building used for industrial chemical p-..sitrg per Idahitodetr Construction of a modulat building (defined by Idaho iode) to b-eloved out of state I hereby certi{'that the above infornation is true and corect to the best of my knowledge. Signature Date Pdnt Name 10 Com pl iance Certificate REScheck Software Version 4.4.3 2007 tEcc ldaho Falls, ldaho Single Family Bfdg. faces 225 deg. from North 3276tt2 12Yo 7918 6 Owner/Agent: Cody Puzey Kartchner Homes 208-529-2116 144A224 678 Mill Stream Street - SFR Office Copy Designer/Contractor: High Country Heating Project Title: S1267 Energy Code: Location: Construction Type: Building Orientation: Conditioned Floor Area: Glazing Area Percentage: Heating Degree Days: Climate Zone: Construction Site: Compliance: ll.TYoBetlerThan Gode Maximum UA: 334 Your UA: 295 The % Better or Worse Than Code index reflects how close to comDlian@ lhe house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Wall 1:Wood Frame, 16" o.c. Orientation: Right Side Window 1: Other:Double Pane with Low-E SHGC: 0.31 Orientation: Right Side Wall 2: Wood Frame. 16" o.c. Orientation: Back Wall 3: Wood Frame, 16" o.c. Orientation: Left Side Door 1: Solid Orientation: Left Side Window 1: Other:Double Pane with Low-E SHGC: 0.31 Orientation: Left Side Wall 4: Wood Frame, 16" o.c. Orientation: Front Basement Wall 1: Solid Concrete or Masonry Orientation: Right Side Wall height: 9.0' Depth below grade: 8.0' Insulation depth: 9.0' Window 1: Other:Double Pane with Low-E SHGC: 0.31 Orientation: Right Side Basement Wall 2: Solid Concrete or Masonrv Orientation: Back Wall height: 9.0' Depth below grade: 8.0' Insulation depth: 9.0' Window 1: Other:Double Pane with Low-E SHGC: 0.31 Orientation: Back Basement Wall 3: Solid Concrete or Masonry Orientation: Left Side 610 98 610 42 365 21.0 21.0 0.310 0.290 0.310 0.340 30 21 29 12 19 21 23 0.0 0.0 0.0 0.0 365 21.0 19.0 329 19.0 16 140.0 0.34016 Project Title: 51267 Data filename: ClProgram Files (x86)\Check\REScheck\Projectl.rck Report date: 05113114 Page 1 of 5 Wall height: 9.0' Depth below grade: 8.0' Insulation depth: 9.0' Window 1: Other:Double Pane with Low-E SHGC: 0.31 Orientation: Left Side Basement Wall 4: Solid Concrete or Masonry Orientation: Front Wall height: 9.0' Depth below grade: 8.0' Insulation depth: 9.0' Window 1: Other:Double Pane with Low-E SHGC: 0.31 Orientation: Front Ceiling 1: Flat Ceiling or Scissor Truss Air Conditioner 1 : Electric Central Air 13 SEER Furnace 1: Forced Hot Air 95 AFUE 0.0 16 261 19.0 32 1708 11 440.0 0.340 50.0 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and othercalculations submitted with the permit application. The proposed building has been designed to meet the 2007 lEcc requirements inREScheck Version 4.4.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Project Notes: Job Number: 51267 st267 Signature Date Project Title: 51267 Data fi lename: C:\Program Files (x86)\Check\REScheck\proiectl.rck Report date: 05113114 Page 2 of 5 REScheck Software Versio n 4.4.3 Energy Code: Location: Construction Type: Building Orientation: Conditioned Floor Area: Glazing Area Percentage: Heating Degree Days: Climate Zone: Ceilings: E Ceiling '1: Flat Ceiling or Scissor Truss, R-50.0 cavity insulation Inspection Ghecklist 2007 tEcc ldaho Falls, ldahoSingle Family Bldg. faces 225 des. from North3276ft2 12Yo 7918 6 Comments: Above-Grade Walls: ! Watt llWood Frame, 16', o.c., R-2,|.0 cavity insulation Comments: E Watl 2: Wood Frame, 16,,o.c,, R-21 .0 cavity insulation Comments: E Watl 3: Wood Frame, 16" o.c., R-21 .0 cavity insulation Comments: E Watt 4: Wood Frame, 16', o.c., R-21.0 cavitv insulation Comments: Basement Walls: E Basement warr 'r : sorid concrete or Masonry, 9.0' ht / 8.0, bg / 9.0' insur, R-19.0 cavity insurationComments: E Basement warr 2: sorid concrete or Masonry, 9.0, ht / 8.0, bg / 9.0, insur, R-19.0 cavity insulationComments: E Basement warl 3: sorid concrete or Masonry, 9.0, ht / g.0, bg / g.0, insur, R-19.0 cavity insurationComments: E Basement wall 4: Solid concrete or Masonry, 9.0' ht / g.0, bg / 9.0' insul, R-19.0 cavitv insulationComments: Windows: E Window 1: Other:Double pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, describe features: #Panes - Frame Type Thermal Break? _ yes _ No Comments: E Window 1: Other:Double pane with Low-E, U_factor: 0.310 For windows without labeled U-factors, describe features: #Panes - Frame Type Thermal Break? _ yes _ No Comments: E Window 1: Other:Double pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes - Frame Type Thermal Break? _ yes _ No Comments: E Window 1: Other:Double pane with Low-E, U_factor: 0.340 Project Title: 51267 Data fi lename: C:\Program Files (x86)\Check\REScheck\projectl.rck Report date: 05113114 Page 3 of 5 For windows without labeled U-factors, describe features; #Panes - Frame Type Thermal Break? - yes - No Comments: E Window 1: Other:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes - Frame Type Thermal Break? - Yes - No Comments: E Window 1: Other:Double Pane with Low-E, U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes - Frame Type Thermal Break? - Yes - No Comments: /Vofe: Up to 15 sq.ft. of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements Doors: E Door 1: Solid, U-factor: 0.290 Comments: Heating and Cooling Equipment: tr Air Conditioner 1 : Electric Central Air: 13 SEER or higher Make and Model Number: tr Forced Hot Air: 95 AFUE or hioher Model Number: Air Leakage: tr Joints, attic access openings, and all other such openings in the building envelope that are sources of air leakage are sealed. tr Recessed lights in the building thermal envelope are 1) type lC rated and ASTM E283 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 weather-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 installeoto maintain insulation application. tr Wood-burning fireplaces have gasketed doors and outdoor combustion air. Sunrooms: tr Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75 New windows and doors separating the sunroom from conditioned space meet the building thermal enveloperequirements. Vapor Retarder: tr A minimum of Class ll (1.0 perm) vapor retarder is installed on the interior side of above-grade framed walls or it has been determinedthat moisture or its freezing will not damage the materials. Exceptions: Class lll (10 perm or less) vapor retarder is permifted for vented cladding over fiberboard, gypsum, or for sheathing over 2x4 framinghaving insulation of R-7.5 or befter, or for sheathing over 2x6 framing having insulation ot R-i t.zs or better. Materials ldentification and Installation: tr Materials and equipment are installed in accordance with the manufactureds installation instructions. tr Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. tr Materials and equipment are identified so that compliance can be determined. tr Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. tr lnsulation R-values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: tr Supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope areinsulated to at least R-6. Duct Construction: tr Air handlers, filter boxes, and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed andmechanically fastened. Furnace 1: Make and Project Title: 51267 Data filename: C:\Program Files (x86)\Check\REScheck\projectl.rck Report date: 05113114 Page 4 of 5 D All joints' seams' and connections are made substantially airtight with tapes, gasketing, mastics (adhesives) or other approved closuresystems. Tapes and mastics are rated UL .lg1A or UL .lglB. tr Building framing cavities are not used as supply ducts. tr Automatic or gravity dampers are instailed on arr outdoor air intakes and exhausts. D Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the InternationalMechanical Code. Temperature Controls: tr lJ,',[TTn;J:::f;1j j'"ffi:[ l,:ffi"'J""'' A manuar or automatic means to partiarv restrict or shut orr the heating and/or Heating and Cooling Equipment Sizing: D Additional requirements for equipment sizing are included by an inspection for compriance with the Internationar Residentiar code.tr For systems serving multiple dwelllng units documentation has been submitted demonstratin! compriance with 2006 'ECC commercialBuirding Mechanicar and/or service water Heating (sections 503 and 504). Girculating Service Hot Water Systems: tr Circulating service hot water pipes are insulated to R_2. D 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 below 5s degrees F are insulated to R-2. Certificate: tr A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; windowU-factors; type and efficiency of space-conditioning and water heating equipment. The certificate does not cover or obstruct the visibirityof the circuit directory raber, service disconnect raber or other requireJ rabers. NOTES TO FTELD: (Buitding Department Use Onty) Project Title: 51267 Data filename: C:\program Files Report date: 05113114page 5 of 5 (x86)\Check\REScheck\project 1 . rck 50.00 21.00 19.00 Window Door ffi?|,?#:ff.T:,1?I"," Floor / Foundation Ductwork (unconditioned spaces): Forced Hot Air Furnace Water Heater: Date: Name: _ Comments: 14452187 | rugs q1 ROOF SPECIAT aty t 1 W IUHNEK HOMES - 51267 SMITH l_sgBcfgr,ele_ep!e!3!L_ lD:71 OeSFUvE3Lhe 4 1-Go Scale:3r/16,'=1' Iivt? "li*l SPAC|NG 2_0_0Plates Increase 1.15Lumber Increase i.1S Rep Stress Incr yES Code lRC2009/Tpt20O7 DEFL in (toc) t/deflVert(LL) -0.25 L-M >999 Vert(TL) -0.44 L-M >760 Hoz(TL) 0.28 J ntaWind(LL) 0.1S L-M >999 Ltd JOU 240 nta 240 LOADING (psf) TCLL 35.0 TCDL 7.O BCLL O.O BCDL 7.0 LUMBER TOP CHORD BOT CHORD WEBS REACTIONS PI.ATES GRIP MT20 220hs5 Weight: 163 lb FT = 20o/o 2x4 DF 1800F 1.6E 2x4 DF 1800F 1.6E 2x4 DF Stud/Std *Exceot* W2: 2x4 DF 1800F 1.6E (lb/size) B=1379/0-5-8 (min. O-14), J=21S0l0_5-8 (min. 0_2_5)Max Hoz8=-321(LC 3) Max UpliftB=-349(LC 5), J=66s(LC 6) FORCES (lb) - Max. Como./Max. Ten --All forces 250 (lb) or tess except when shown.rop cHoRD B-c=-367s/848, c-o=-so6ei8la, D-E=-);0;srs, E-F=-150e/382, F_G=_1266/28e,G-H=-372t825 BOTCHORD B-M=-794l3160, L_M=490t2482,K-L=_25l803, J-K=_698/463, Hn=-5Bs/413wEBs c-M=-2est2o1:D:u=-z2trcao,6-t=-zo-rlb-si, e-L=-sr37r4j, i_i=-iiii;ds, r-x=-tqsnes,c-K=-248t 1 6t 9, G_J=_1 8s2l500 NOTES 1) Unbalanced roof live loads !1p. beel considered for this design. ]] fi1":rffflf ];33;33Tll;13?$t:fjb?i?j#;'B'Sl:iii; ""' ,; Exp c; encrosed; MWFRS (row-rise) sabre end zone; cantirever r,l I nls lruss nas been desioned fo-r a 10.0 psf bottom chord live load nonconcurrent with any other live loads.t) ;"t#:J'"';"H-n":f"?t*T#t:** n::.# ;pIil" t'" uottom cnoiJ in air ",1"1i"n"," a recrangre 3-6-0 tar by 2-0-0 wide wir ntt) B#ijSJ*::IG) B considers paiallel to s,;i; ;i;" usins ANSr/Tpt 1 anste to srain formura. Buirding desisner shourd veriry capaciry o,u) lj8x's: mechanical connection (bv others) of truss to bearing ptate capabte of withstanding 100 tb uptift at joint(s) excepr fi=tb) 8=349,t) lffatffit;ft3;i'3ii: t accordance with the 2oog International Residentiat code secrions R502.1 1.1 and R802.10.2 and referenced LOAD CASE(S) Standard BRACING TOP CHORD BOT CHORD Sheathed or 3-3-4 oc purlins. Rigid ceiling direcfly applied or 6-0_0 oc bracino 4-052187 1A r yPe Sci$or 5 1 MR ICHNER HOMES - 51267 SMI1H Job Reference (optional) lD:710e8FUvE 6n0H2K..7.430- s Jut 2_5_201 3 MiTek Industdes, Inc. Thu Mail s oo32:32 2ot l,WzsOAN-a5BdAFcLrowcSTA TTci rWot<hdnCn, rt ;ia;AriL--;; S€le = 1:57.6 o Y@ hle 3xO -- J SPAC|NG 2_0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code lRC2009/TPt2007 DEFL in (toc) t/defl L/dVert(LL) -0.14 | >999 360Vert(TL) -0.24 Hl >980 240Hoz(TL) 0.20 J nta nlaWind(LL) 0.10 | >999 240 LoADING (psf) TCLL 35.0 TCDL 7.O BCLL O.O BCDL 7.O LUMBER TOP CHORD 2x4 DF 1800F '1.6E BOT CHORD 2x4 DF 1800F 1.6EWEBS 2x4 DF Stud/Std *Exceot* W3,W2:2x4 DF 1800F 1.6E PL"ATES GRIP MT20 2201195 Weight: 108 lb FI = 20o/. BRACING TOP CHORD Sheathed or 4-1 -5 oc purlins, except end verticals.BO_T CHORD Rigid ceiling direcfly applied or Z_9-b oi bracrng.WEBS 1 Row at midpt F-J that Stabilizers and required crbssbe installed during truss erection, in accordance with Stabilizer REACTIONS (lb/size) B=1071./0-5-8 (min. 0-1-8), J=9S4/0-5_8 (min. 0-1-8)Max Hoz B=41 1(LC 5)Max UpliftB=-219(LC 5), J=-300(LC s) I9lC^q9-_(l!) - {a1 Q9mn,/M9x. Ten. - Ail forces 250 (tb) or ress except when shown.TOP CHORD B-C=-26't2t661, C-D=-2292t635, o_e=_i ir Ota r e, G-J=-954/300BOT CHORD B-l=-9O4t2220, H{=-SB7 t,t 464, G-H=-126t352WEBS C-t=-328t208,D-t=-238t743,E-G=-1030/380, D-H=_71T|342,E-H=-398/1170 NOTES 1 ) Unbalanced roof live loads have been considered for this desrgn.2) w-ind: ASCE 7-05; 90mph; TcDL=4.2psf; BCDL=4.zpsf; h=25i; cat. ll; Exp c; enclosed; MWFRS (low-rise) gabte end zone; cantitever_. left and right exposed ; Lumber DOL=1 .33 plate grip bOL=1 .333) This huss has been designed for a 1o.o psi botto=m chord live load nonconcurrent with any other live loads.4) * This truss has been design€dJor a.live load of 20.Opsf on the bottom chord in all "reai iunere a rectangte 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members. 5) Bearing at joint(s) B, J considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should veriry capacityof bearing surface. u):j:;|3: mechanical connection (by others) of truss to bearing plate capable of withsranding 100 tb uptift ar joint(s) except (jr=tb) B=219, 7) This truss is designed in accordance with the 2009 International Residential code sections R502.1.1.1 and Rg02.10.2 and referencedstandard ANSI/TPI 1. LOADCASE(S) Standard 7.430 s Jut 25 20'1ilD:71 0e8FUvE3Lhe 6n0H2KJWZsOAN-WT, 1-o-oscate. J16,,=1, SPAC|NG 2-0-0 Pf ates lncrease 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code lRC2009/TP12007 DEFL in (loc) t/defl Lld Vert(LL) -0.30 J-K >999 360Vert(TL) -0.45 K-L >906 240 Hoz(TL) 0.13 H nla nla Wind(LL) 0.09 K >999 240 LoADING (psf) TCLL 35.0 TCDL 7.0 BCLL O.O BCDL 7.0 LUMBER TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E WEBS 2x4 DF 1800F 1.6E *Exceot. W4:2x4 DF StudiStd 8-7-8 PI.ATES MT2O GRIP 2201195 Weight: 171 b Ff = 2oo/o BRACING TOP CHORD Sheathed or 3-9-0 oc purlins. BO_T CHORD Rigid ceiling direcfly apptied or 10-0-0 oc bracrng.WEBS 1 Row at midpt F-K. D-K MiTek recommends that Stabilizers and required cross bracinqbe installed during truss erection, in accordance with Stabilizei REACTIONS (lb/size) B=1 92710-5-8 (min. 0-2-1 ), H=191 1/MechanicalMax Horz B=320(LC 4) Max UpliftB=-418(LC s), H=a1o(LC 6) l9!C-E9_ ll!) - Max. Comp.iMax. Ten. - Att forces 250 (tb) or tess except when shown.ToP cHoRD B-c=-31141584, c-D=-2809/b68, D-E=-2oo2t474,E-F=-20o2t472. F-G=-2849t578.G-H=-3168/597 BOT CHORD B-L=-533/2559, L-M=-344t2110, M-N=-344l2110, K-N=-344l2110, K-O=-257t2126,O-P=-257 12126, J-P =-257 t21 26. H-J=400t262s WEBS E-K=-300/1406, F-K=-797r316, F-J=-116ls80, G-J=414r23s,D-K=-776t911,D-L=-1osts42, C-L=-3711223 NOTES 1 ) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed: MWFRS (low+ise) gable end zone; cantiteverleft and right exposed ; Lumber DOL=1.33 plate grip DOL=1 .333) This.truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.4) . This huss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectantu 3-6,0 tall by 2-o-0 wide will filbetween the bottom chord and any other members, with BCDL = 7.0psf. 5) Refer to girde(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 oo tb uplift at joint(s) except (jt=lb) B=41 s,H=410. 7) This truss is designed in accordance with the 20Og International Residential Code sections R502.11.1 and Rg02.10.2 and referencedstandard ANSI/TPI 1. LOAD CASE(S) Standard 14-052187 MA I russ I yPe RoofSpecial M^ runrtEK nvMtr> - 5tzo/ uMilH Job Reference (optional) lD:71oe8FUvE3Lhe 6n0. r43O s Jul 25 2013 MiTek Indushies, Inc. Thu May 15 00:32:35 20t+ p1 H2KJWzSOAN-_ftmoHeMzr iKbri K03ZvDFfoiO CCiqFoE2iouzd 4x6 -S€le = 1:60.0 d SPACTNG 2-0-0 Plates Increase 1.15 Lumber Increase '1.15 Rep Stress Incr YES Code lRC2009/TP12007 DEFL in (loc) t/defl Vert(LL) -0.19 H-t >999 Vert(TL) -O.28 H-t >B2A Hoz(TL) 0.03 G n/a Wind(LL) 0.04 B-l >999 Ud 360 240 nla 240 LOADING (psf) TCLL 3s.0 TCDL 7.O BCLL O.O BCDL 7.0 LUMBER TOP CHORD BOT CHORD WEBS REACTIONS FORCES (tb) TOP CHORD BOT CHORD WEBS NOTES PLATES GRIP MT20 220t195 Weight: 124 b Ff =20% 2x4 DF 1800F 1.6E 2x4 DF 1800F 1.6E 2x4 DF 1800F 1.6E "Exceot*W6:2x4 DF Stud/Std BRACING TOP CHORD Sheathed or 5-6-6 oc purlins, except end verticals.BO_T CHORD Rigid ceiling direcfly apptied or 6-0-b oc bracrng.WEBS 1 Row at midpt E-H, D-H, F-G ek recommends that Stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer (lb/size) B=1126/0-5-8 (min. 0-1-8), G=1039/0-5{ (min. O-1-B)Max HozB=412(LC 5) Max UpliftB=-220(LC s), c=-299(LC S) - Max. Comp./Max. Ten. - All forces 2S0 (lb) or less except when shown.B-C=-1 593/207, C-D=-1 281/1 90, D-E=432t73, E_F=-3i 2/95, F-G=_1 089/289B-l=47 61 1263, rJ=-27 9177 6, J-K=-27 9t77 6, H-K=-279177 6D-H=-795/319, F-H=-255l935, Dl=-1 1 1/578, C-t=-396t232 1 ) Unbalanced roof live loads have been considered for this desrgn.2) wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; cat. ll; Exp C; enctosed; MWFR5 (low-rise) gabte end zone; cantiteverleft and right exposed ; Lumber DOL=1.33 ptate grip bOL=1.333) This truss has been designed fo_r a 10.0 psf boftom chord live load nonconcurrent with any other live loads.4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all "teas rh"re a rectangle 3-6-0 tall by 2-O-O wide will fitbetween the bottom chord and any other members, with BCDL = 7.0psf.5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 00 lb uplift at joint(s) except (Jt=lb) 8=220,G=299. 6)Thistruss isdesigned in accordance with the 2009 International Residential Code sections R502.11.1 and Rg02.10.2 and referencedstandard ANSI/TPI 1. LOADCASE(S) Standard Scale = l:@.7 Plates Increase 1.15 Lumber Increase 1 .15 Rep Stress Incr yES Code lRC2009/TPt2O07 DEFL in (toc) t/defl LtdVert(LL) -0.00 A n/r 120Vert(TL) 0.00 A n/r ,t2O Hoz(TL) 0.00 N nia nta LOADING (psf) TCLL 35.0 TCDL 7.O BCLL O.O BCDL 7.O LUMBER TOP CHORD 2x4 DF ,t800F 1.6EBOTCHORD 2x4 DF 1800F 1.6E WEBS 2x4 DF 1800F 1.6E OTHERS 2x4 DF Stud/Std *Except. 5T8,5T7,5T6: 2x4 DF 1800F .1.6E REACTIONS All bearings 19-11-0.(lb) - Max HozB=412(LC 5) PLATES GRIPMT20 220rt95 Weight: 146 b Ff = 20% BRACING TOP CHORD BOT CHORD WEBS llrg?the_q or 6-0-0 oc purtins, except end verticats.Krgto cetttng direcfly applied or 10_0_0 oc bracing.1 Row at midpt M_N, K_P, J_Q. L_O Max Uptift Ail uptift.100 tb_or.less.at joint(s) B, N, p, e, S, T, U, V, W, O except X=_1 11(LC 5)Max crav Ail reactions 250 tb or tes! at joint(s1 b, i{, F.O; 's;i; iJ, v,iv]'b-"".upt x=296(LC s) I9IC_E9^ ll!) - Max. Comp./MartT"l: _-4Lt forces 250 (tb) or ress excepr when shown.roP cHoRD B-C=-392i94, C-D=-31 5/80, D_E=-264it: i_F = -260t7 8 NOTES 1 ) Unbalanced roof live loads have been considered for this design.2) wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCor-=l.zpit; rr=:si; cat. tl; Exp c; enclosed; MWFRS (tow-rise) gabte end zone; canritever^. left and .right exposed ; Lumber DOL=1 .3S plate grip bOL= t .a33) Truss designed for wind loads in the plane of th; tius" only. For.studs exposeg.!q yla (normal to the face), see standard Industry. , cable End Details €s appricabre, or c6nsurt quarified buiiding designer as irer lNsrnFirl4) All plates are 1.5x4 MT20 unless otherwise indicated. !) QaOle requires continuous bottom chord bearing.6) Gable studs spaced at 2-O-O oc. 7) Tfis.truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other tive loads.t'};J#:J'|1'ih:tfl'-:fi':f"?t*T$:J|:?';:ffi:?3 ttst on me oott"' ch.iiJ i. air "'""lJ"hq," " '""iJnii" r-s-o r"rr by 2-0-0 wide wiil rit t'} b:#i8:Jl::t(s) N considers paiallel to grain value using ANSI/TPI 1 angte to grain formuta. Buitding designer shoutd verify capacity of tt, :fi:3""[:Jij]ffiil1"r"j'"t (bv others) of truss to bearins plate capabte of withsranding 100 tb uptift at joint(s) B, N, p, Q, s, r, u, v tt) lffJ:l:tii,3ffi'3lT: '" accordance with the 2009 Internationat Residentiat code sections R502.11.1 and R802.10.2 and referenced LOAD CASE(S) Standard 14-o sele = 1:64.9 zY x 3x4 - AJ AI AH AG AF AE AD AC AB AA 3x4 = Sx6 = Y): IAD:O- LOADING (psO TCLL 35.0 TCDL 7.O BCLL 0.0 . BCDL 7.0 SPACING 2-0-o Plates Increase '1.15 Lumber Increase 1.15 Rep Stress Incr YES Code lRC2009/TP12007 csl TC 0.08BC 0.04 wB 0.11 (Matrix) DEFL in (loc) t/defl L/dVert(LL) 0.00 r ntr 120Vert(TL) 0.00 U n/r 120Hoz(TL) 0.01 f nh nla PLATES GRIP MT20 220t195 Weight: 216 lb FT = 20o/o LUMBER TOP CHORD 2x4 DF 1800F 1.6E BOTCHORD 2x4 DF 1800F 1.6E OTHERS 2x4 DF 1800F 1.6E REACTIONS All bearings 34-6-0. (lb) - Max HozB=320(LC 4) BRACING TOP CHORD Sheathed or 6-0-0 oc ourlins. BOI-CHORD Rigid ceiting direcfly apptied or 10-0-0 oc bracing. WEBS 1 Row at midpt K-AD, J-AE, L-AC MiTek recommends that Stabilizers and reouired crossbe installed during truss erection, in accordance with StabilizerInstallation Maxuplift All uptift-100_tbortessatjoint(s)T,AE,AF,AG,AH,AJ,AK,Ac,AB, AA,z,x,w,BexceptAL=-109(LC5), V=-108(Lc 6) Max crav All reactions ?.50.'!!^oI t9s-q al joint(s) AD, AE, AF, AG, AH, AJ, AK, AC, AB, AA, Z, X, W exceptT=2s1(LC 1), AL=296(LC 9), V=296(Lc i0), 8=251(Lc 1) |g!CES (lb) - Max. Comp./Max. Ten. - Ail forces 250 (lb) or tess except when shown.ToP CHORD B-C= -27 3t2o4. J -K={,4127 8. K-L=44t27 1 NOTES 1 ) Unbalanced roof live loads have been considered for this design.2) Wind: ASCE 7-05; 90mph; TCD_L=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed: MWFRS (tow+ise) gable end |one; cantiteverleft and right exposed ; Lumber DOL=1 .33 plate grip DOL=1.33 3) Truss designed for wind loads ln the plane of the truss only. For.studs exposed to ryind (normal to the face), see Standard Industrycable End Details as applicable, or consult qualified building designer as ier ANSI/Tp| 1.4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) * This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at join(s) T, AE, AF, AG, AH, AJ, AK, AC, AB, AA, Z, X, W, B except (jt=lb) AL=109, V=108. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) T, B.11) Thistruss is designed in accordancewith the 2009 International Residential CoCe seitions R502.11.1 and Rg02.10.2 and referencedstandard ANSI/TPI 1. LOADCASE(S) Standard Scale = 1;44.6 Plates Increase 1.15Lumber Increase 1.1S Rep Stress Incr YES Code lRC2009/TPt2007 DEFL in (toc) t/defl Vert(LL) -0.19 H-t >999 Vert(TL) -0.25 H-t >999 Hoz(TL) 0.05 F ntaWind(LL) 0.05 B-t >999 Ltd JbU 240 nla 240 LOADING (psf) TCLL 35.0 TCDL 7.O BCLL O.O BCDL 7.0 LUMBER TOP CHORD BOT CHORD WEBS REACTIONS PI.ATES MT2O GRIP 220t195 2x4 DF 1800F 1.6E 2x4 DF 1800F 1.6E 2x4 DF 1800F 1.6E.Exceot* W2:2x4 DF Stud/Std (lb/size) !=l!30/0-54 (min. 0-1€), F=1330/0_5_8 (min. 0-1_8)MaxHozB=224(LC 4\ Max UptiftB=-30ti(LC s), F=-308(LC 6) Weight: 105 b Ff = 2oo/o Sheathed or4-9-15 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracino. MiTek recommends that@ be installed during truss erection, in accordance with Stabilizer BRACING TOP CHORD BOT CHORD I9lC^!9^!!) - !a1. Comn/\|3x. T_en. -Ail forces 250 (tb) or ress excepr when shown.TOp CHORD B-C=-1 965/367, C_D=_1720!4A1, O_elizotqot, E-F=_1 965/367BOT CHORD B-r=-304t1573, tJ=-'r03r1070, ,t-X=-tosnoio, H-x=-t oytoTo,- F_H=_209t1573 iWEBS C-t=439t245,D-t=-i74t673,D_H=-174t673,E_H=439/245 NOTES 1 ) Unbalanced roof live loads have been considered for this design.2) wind: ASCE 7-05; 90mph; TCDL=4'2pst BcDL=4-2psf; h=2!i; cat. ll; Exp c; enctosed; MWFRS (tow-rise) gable end zone; cantitever^. left and right exposed ; Lumber DOL=1 .33 ptate grip bdL=r .a33) This truss has been designed for a 10.0 psi ootto'm'cnoro live load nonconcurrent with any other live loads.4) . This truss has been desislld f9r a.ljve load of 20.0psf on tne uotrom cnoiJ i" "ir "'r""1 *nere a rectangte 3-6-0 tall by 2-0-0 wide will fitbetween the bottom chord and any other members, with BCDL = 7.0psf.t, Fl?"J8: mechanical connection (bv others) of truss to bearing plate iapabte of withstanding 1 oo tb uptift at joint(s) except (jt=tb) 8=308, t) l,:;J:i:";i,Sffi'3i1;: '" accordance with the 200e Internationat Residenriat code sections R502.11.1 and R802.10.2 and referenced LOADCASE(S) Srandard 't44521a7 I russ 81E I ruiD I ylE vry 1 '\Jn rvnr\E^ nuMEo - Dt&/ sMt tH Job Reference (optjonal) lO:71 oeSFUVE3Lhe ar Mf feK fnousrEs, InC. I nu May 15 00;32t39 2014 pr iGeehtl 4L r8DCgD7s8?6:lppt^s lReH)i^w\^t, ^- a 1-o-o scale = l:46.8 Plates Increase 1.1SLumber Increase 1.1S Rep Stress Incr YES Code lRC200g/TPt2O07 DEFL in (toc) t/deflVert(LL) -0.00 O ntrVert(TL) -0.00 O n/rHoz(TL) 0.00 N n/a L/d 120 120 nla LOADING (psf) TCLL 35.0 TCDL 7.0 BCLL O.O BCDL 7.O LUMBER TOP CHORD BOT CHORD OTHERS PLATES GRIP MT20 220t,t95 Weight: 128 lb FT = 20oh 2x4 DF 1800F 1.6E 2x4 DF 1800F 1.6E 2x4 DF Stud/Std BRACING TOP CHORD BOT CHORD Sheathed or 6.0-0 oc purlins. Rigid ceiling direcfly applied or 10-0-0 oc bracing. REACTIONS Att bearings 24-0-0.(lb) - Max HorzB=224(LC 4\ Max Uplift Ail uplift.100 tb_or.less.at joint(s) B, N, V, W,X,y,Z,T, S, R, e, pMax Grav Ail reactions 250 tb or tess at joint(s) b, i{, 0, V, w, X, v, i,'rl!, n, O, p FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or ress except when shown. NOTES 1 ) Unbalanced roof live loads have been considered for this design.2) wind: ASCE 7-05; 90mph; TcDL=4.2psf; BCDL=4-zpst; tr=:si; cat. tt; Exp c; enctosed; MWFRS (tow-rise) gabte end zone; cantitever^. left and.right exposed ; Lumber DOL=1.3S plate grip bCjL=t.Se3) Trussdesignedforwindloadsintheplaneofthitiussonly. For.studsexposed.towind(normal totheface),seestandardtndustry .. Gabte End Details as appricabre, or.consurt quarified buiiding designer as b".lNdrnpfrl4) Alf plates are 1.5x4 MT2O unless otherwise i;dicated.5) Gable requires continuous bottom chord bearino.6) Gable studs spaced at 2-0-0 oc.7) This.truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.8) - This truss has been design-ed for a.live load of 20.0psf on the bottom cn"iJ i. "ir "real wnere a rectangre 3€-0 talr by 2-0-0 wide wi, fitbetween the bottom chord and any other members.t) 3:"it, rnanical connection (bv others) of huss to bearing plate capabte of withstanding 100 tb uptift at joint(s) B, N, v, w, x, y, z, T, tt) lffat:H";i,3ffi'3i?:'" accordance with the 2009 Internarional Residentiat code sections R502.11.1 and R802.10.2 and referenced LOADCASE(S) Standard JOO 14-052187 russ BlG JOWE 1 2 MX IUNNEK HUMES. 51267 SMITH lob Reference (optional) lD:7 "iyia"^'"'-l'"Xf *,I1l:1*:;,lx?^F-,--8y.trF49-rq-F '1-o-o scale: l/4',=1, 4x12:\10x12ltff29H= HUS26 HUS26 3x10 l1 SPAC|NG 2-O_0Plates Increase 1..15Lumber Increase 1.1SRep Stress Incr yES Code lRC2009/Tpt2O07 DEFL in (toc) t/defl LtdVert(LL) -0.20 B-J >999 360Vert(TL) -0.31 B-J >911 240 !-_t9z(Tt-) 0.08 F nta t ilaWind(LL) 0.10 B-J >999 240 LOADING (psf) TCLL 35.0 TCDL 7.O BCLL O.O BCDL 7,O LUMBER TOP CHORD 2x4 DF 1800F 1.6EBOT CHORD 2x6 DF SSWEBS 2x4 DF Stud/Std *Except. W1:2x4 DF 1800F 1.6E PI.ATES MT2O MT2OH GRIP 220t195 1651146 Weight: 255 lb FT = 2eo/o BRACING TOP CHORD BOT CHORD Sheathed or 3-9-3 oc purlins. if:3:: [?:,fllf,iv appred or 10-o-0 oc bracing, Except: REACTIONS (tb/size) 8=7566/0_5_8 (min. 04_1), F=4098/0_s-8 (min. 0_2_3)MaxHorzB=221(LC 4)Max UptiftB=-1693(LC S), F=-931(LC 6) I9lC_19_ l!) - Max. Comp./Ma1. T9n - {t forces 250 (tb) or ress except when shown.rop c H.RD B _c= _1 04ost2244, c_D=_648s/i;1, i{liqazn q60, E_F=-74 1 e/1 s83Bor cHoRD B-K=-1e15/8qqq, K-L=-1e15/ss60, i-drsi1g1gqgo, j-nr=-rgr's)o'aoo,i-r,r=-rgrvasoo, i_-3=l-lrr;fi.ri..f, 'o=-1e15/8860 , rp=42ast62i6, 'e:o:_.,;;;76;;;]i_d=.r'.erczqa, WEBS C-J=-759t3743, DJ=_1301/5938, E_H=_57l546, C-t=-4045/993, E-t=-9211308 NOTES 1) 2-ply truss to be connected together with 1od (0.131',x3") nairs as foilows:Top chords connected as folto-ws: zra _ r row Ll o_z-6'lJ.'Bottom chords connected asfollows: ZxO - Z rows,t"gg"i"O at O_3_O oc. _ Webs connected as follows: 2x4 _ 1 row at O_9-O;;-""-2) All loads are considered equally.applied to alipties, e"cept.if noted qs front (F) or back (B) face in the LoAD cASE(s) section. pty to ptyconnections have been orovided.to distribute onty toads rioted as rrj "i ie j,'rib.Jlii,.iiri"" indicated.3).Unbatanced roof tive toads !11e oq"l "oniia"ruj ioiiri"'o"",gn.4) wind: ASCE 7-05; 90mph; TCDL=4 2psf; adDL=a.2p;iilz5i; cat. il; Exp c; enctosed; MWFRS (tow+ise) gabre end zone; cantirever-. lg.l qnl right exposed ; Lumber DOL=!.Oa piare grif b-Cjl=r.Sa5) All plates are MT20 plates unless otherwise inOiiteO. - - o, Inlstrusshasbeendesionedforal0'0psf bottomchordliveloadnonconcurrentwithanyotherriveloads.1 !"t.|J:i..""|n:tffi,ffi":f"",.]tj}Tj;t:*i:k*iil ;pJio" *'" oottom irroiJ in air ",""1*n"," a recransre 3-6-0 tar by 2-o-o wide wi, nrt) Fl?Jf mechanical connection tov otnersi oi trus-s to bearing plate capabte of withstanding 100 tb uptift ar joint(s) excepr (jt=tb) B=1693,t) ff"[Htii,3ffi'3ii: '" accordance with the 2oo9 Internationat Residenriat code secrions R502.11.1 and R802.10.2 and referenced 10) Use simpson strong-Tie HUs26 (14-10d Girder, 4-10d rry99, !in-sr9 pry Girder) or equivalent spaced at 2-o-o oc max. srarring at06-12 from rhe refr end r" 1^1fi,g^r":lect truis.sJ-cin ( pv 2x4 DF) ro front face of botrom chord.1 1) Fill all nail holes where hanger is in contact with lumblr. LOAD CASE(S) Srandard 14-052187 t"HOWE qry 2 MK IUHNER HOMES. 51267 SMITH PE8+l"lteg&plreleD lD:71 0e8FUvE3Lhe illii"rV,lXri'"r",iilii?-lll[Htt"^Yl;"i191911^lA*e LOAD CASE(S) Standard 1) Dead + Roof.Live (baranced): Lumber Increase=1.1s, prate tncrease=1.15Uniform Loads (plf) Vert: B-F=-14, A-D=-84, D_G=_84Concentrated Loads (lb) Yen: J=-1142(F) K=-1142(F) L=-1142(F) M=-11azF) N=-1 1a2(F) o=-1142(F) p=41a2fl)a=_1 142(F) t tD:710e8FUvE3Lh"_6"oHrK.l\,f :361dft r-'?ptpel!3# 7.oonT 1.5x4 \\ Sc€le = 1:42.5 1.5x4 // E SPACTNG 2_0-o Plates Increase 1.15Lumber Increase 1.15Rep Stress lncr yES Code lRC2009/TPt20O7 DEFL in (toc) t/defl Vert(LL) -0.18 H-J >999 Vert(TL) -0.26 H-J >999 Hoz(TL) 0.05 F ntaWind(LL) 0.04 B-J >999 Ltd 360 240 nla 240 LOADING (psf) TCLL 35.0 TCDL 7.O BCLL O.O BCDL 7.0 LUMBER TOP CHORD 2x4 DF 1800F 1.6E BOT CHORD 2x4 DF 1800F 1.6E WEBS 2x4 DF 1800F 1 .6E *Exceot- W2:2x4 DF Stud/Std PI.ATES MT2O GRIP 220t195 BRACING TOP CHORD BOT CHORD Sheathed or 5-0-7 oc purlins. Rigid ceiling directly apptied or Weight: 100 lb FT = 2Oo/o 10-0-0 oc bracing. REACTIONS (lb/size) B=1 279q-l-.9 t.in. O_1 -B), F=127otO_3_8 (min. 0_1_8)Max Hoz B=213(LC 4)Max UptiftB=-294(Lc 5), F=-29a(LC 6) l9lC^E9_tP) - Max. Comp./Max. Ten. -Ail forces 250 (tb) or tess excepr when shown.TOp CHORD B-C=_1909/359, C-D=_1672t384,O_e:t&reu,e-r=lrsosr3s-g -' BOT CHORD B-J=-30211540, J-K=-102t1032,i-X=-rozhosz, rL=-102r1032, H_L=_102r10s2,F-H=-206/1 540WEBS D-H=-161t647,E-H=424t23s,D_J=-161t647,C_J=424t23s NOTES 1 ) Unbalanced roof live loads have been considered for this destgn. l2) Wind: ASCE 7-05; 90mph; TCDL=4.2psI; BCOf_=l.Zpif; n=:Si; Cat. ll; Exp C; enclosed; MWFRS (low-rise) gable end zone; cantitever- left and right exposed ; Lumber DOL=1.33 ptate grip bcjl=t.eS3) This truss has been desioned for a 1 0.0 psi oottdm'cnoro live load nonconcurrent with any other live loads.4) - This truss has been deiioned fot a,tiueioal-o]-j6 oi"i-911h" uott"r ct'oiJ i. air "i""! Jun"r" a rectangle 3-6-0 ra1 by 2-0-o wide wi' firbetween the bottom chord-and any other membeo, ,Jitn g'Coi = 7.Opsf.t) Fry#: mechanical connection (by others) of truss to bearing plare capabte of withstanding 100 tb uptift at joint(s) except (jr=tb) 8=294, t) ]ffa':Ht;i,3ffi'3ii: '," accordance with the 2009 International Residentiar code sections R502.11.1 and R802.10.2 and referenced LOAD CASE(S) Standard S€le = 1:40.9 {6 SPACING 2_O_OPlates Increase 1 .1S Lumber Increase 1.15 Rep Stress Incr yES Code lRC2009/TPt2007 DEFL in (toc) t/deflVert(LL) -0.17 F-c >999 Vert(TL) -0.25 F-c >999 Hoz(TL) -0.05 A n/aWind(LL) 0.06 A-c >999 Ltd JOU 240 nla 240 LOADING (psf) TCLL 3s.0 TCDL 7.0 BCLL O.O BCDL 7.0 LUMBER TOP CHORD 2x4 DF 1800F 1.6EBOTCHORD 2x4 DF 1800F 1.6EWEBS 2x4 DF 1800F 1.6E.Exceot. W2:2x4 DF Stud/Std BRACING TOP CHORD BOT CHORD Sheathed or 4-11-7 oc purlins. Rigid ceiling direcfly applied or PI.ATES GRIP MT20 220t195 Weight: 97 lb Ff = 20o/o 10-0-0 oc bracing. WEDGE Right: 2x4 DF Stud/Std REACIONS (lb/size) A=1 1 56/Mechanicat, E=1 1 58/0_3-8 (min. 0-1{)Max Hoz E=-210(LC 3) Max UptiftA=-231(LC 5), E=-228(LC 6) Iglc-E?^ IQ) - Max. Comp./Max_lgn. ;!l!91ces 250 (tb) or tess except when shown.ToP CHoRD c-D=-1636/3s1, D_E=_1 865/357, A-e:isi27 M t,B_C=_1681/395BOT CHORD A-c=-24sl155s, c-H=-11611023, H-L-r r-oJibzg,'e_r=_r r ori o'zil_r=_313/1485WEBS C-F=-160/612,D_F=_3B6t2zB,c_C=-tsrcti,B-G=445t244 NOTES 1) Unbalanced roof live loads hav-e been considered for this design.2) wind:ASCE 7-05; gomph; TCDL=4 2psf; ecDl=l.2p"ii=zs1; cat. ll; Exp c; encrosed; MWFRS (tow-rise) gabte end zone; cantirever^. lgq "ld right exposed ; Lumber DOL=1.33 ptate srip bOL=r.sg3) This truss has been desioned fo-r a 1o'o psi uottom'"n-o live load nonconcurrent with any other rive loads.4) ' This truss has been deioned,for a.live'6"d -;to.d;;i;n m" bottor cr,oro in air ar""l wnere a rectangre 3€-o rail by 2-0-0 wide wi1 fit_ between the bottom chord-and any other member", uiltn gCOl_ = 7.0psf.5) Refer to girder(s) for truss to truss connections.u) E:"r"jg: mechanical connection (by others) of truss to bearing plare capabte of withstanding 100 tb uptift at joint(s) except (jr=tb) 4=231, 1l l:lPyjls-i9i1g-ro be ptared by quatified desisner: Joinr(s) E, nor ptared. "' j,l;JHt^'i3ffi'3ii:'" accordance with the 2009 Internitional Aesidentiat code secrions R502.11.1 and R802.10.2 and referenced LOADCASE(S) Standard Scale = 1:,14.6 SR 3x4 = -10-0 LoADING (psf) TCLL 35.0 TCDL 7.0BCLL 0.0 - BCDL 7.O sPACtNc 2_0_0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr yES Code lRC2009/TPt2OO7 csl TC 0.09BC 0.04 wB 0.12(Matrix) DEFL in (toc) t/defl LtdVert(LL) 0.00 M nir 120Vert(TL) 0.00 M n/r 120Hoz(TL) 0.00 L nta nta PI.ATES GRIP Mr20 220t195 Weight: 118 lb Ff = 2oo/oLUMBER TOP CHORD BOT CHORD OTHERS 2x4 DF 1800F 1.6E 2x4 DF 1800F 1.6E 2x4 DF Stud/Std BRACING TOP CHORD BOT CHORD REACTIONS Att bearings 22-10-0.(lb) - Max Hoz B=213(LC 4)MaxUptift A'uptift.100h_or.tessatjoint(s)L,T,!,_V1 g:p,_O,BexceptW=_11S(LC5),N=_11s(LC6)Max Grav Ail reactions 250 tb or tess at iointis) n, r, U, V,'O,'p;O';;;piL=259(Lc 1), W=312(Lc 9), B=25s(Lc1), N=312(Lc 10) .lgjlC^ES (lb) - tr!a1 Comp.iMax. Ten. - Ail forces 250 (tb) or ress except when shown.WEBS C-tN=-253t,t37,K-N=-253l136 NOTES 1 ) Unbalanced roof live loads have been considered for this desrgn.2) wind: ASCE 7-05; 90mph; TCDL=4'2psf; BcDL=4.2p"r; h=zs{ cat. ll; Exp c; encrosed; MWFRS (low-rise) gable end zone; cantitever^. left and.right exposed ; Lumber DOL=1.33 ptate grip bdl=t.Sg3) Truss designed for wind loads in the plane of thi tiuss only. For studs exposed to wind (normal to the face), see standard hdustry,. Gable End Details as apprica-bre, or c6nsurt quarified buirding designer as ir".nr.rsrnpir'.4) All plates are 1.5x4 MT2O unless otherwise indicated. !) QaOle requires continuous bottom chord bearing.6) Gable studs spaced at 2-0-0 oc.7) This truss has been desioned for a 1 0.0 psf bottom chord live load nonconcurrent with any other live loads.t' ;J,T:i',';'Jff-:ff:fl?t*T*t:** n:*i:,?:.6pii"" tt'" o"tt". "r'"iJ i" "ir "il.l 'i,r,"." a recransre 3-6-0 rar by 2-0-0 wide wir ntt) *:;f0[ir",Trl!i!:"^?]iil* (bv others) of huss to bearins plate capable of withstandins 100 tb uptift at joint(s) L, r, u, v, Q, p, o, Btt) lffat:H";i,$i'3ffi:'" accordance with the 2oog Internationat Residentiat code secrions R502.11.1 and R802.10.2 and referenced LOADCASE(S) Srandard Sheathed or 6-0-0 oc purlins. Rigid ceiling direcfly applied or 10-0-0 oc bracino JUO 14452't87 | russ )1c I ruJi I yPe Common qry 1 2 MK IUHNER HOMES - 51267 SMITH !9.SeFry!p!e!a!)_ tD:21 0eSFUvE3Lhe9-0-4 5x8 ll Scale = 1:35.0 c}Yd Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr yES Code lRC2009/Tpt2007 DEFL in (toc) t/defl LIdvert(Ll) -0.08 A-c >999 r 360Vert(TL) -0.13 A-G >999 240Hoz(TL) 0.01 F nla ntaWind(LL) 0.04 A-c >999 z4o LOADING (psf) TCLL 35.0 TCDL 7.0 BCLL O.O BCDL 7,O LUMBER TOP CHORD 2x4 DF 1BO0F 1.6EBOTCHORD 2x10DFSS WEBS 2x4 DF 1800F 1.6E.Exceot. W2:2x4 DF Stud/Std PLATES GRIP MT20 22}t1g5 Weight: 230 lb FT = 20o/o BRACING TOP CHORD BOT CHORD Sheathed or 6-0-0 oc purlins. Rigid ceiling direcfly applied or 1O_0-O oc bracino. REACTIONS (tb/size) A=607^5/!5;8 (min. 0_3_5), F=7053/0-5_8 (min. 0-3_12)Max HozA=_159(LC 3) Max UptiftA=_1411GC b), F=_1283(LC 6)Max cravA=6179(LC 9), F=7053(L'C 1) ' FORCES (lb) - Max. Comp./Max. ]e1. -All forces 250 (tb) or ress except when shown.rop cHoRD a_a=-osssr111!, e_c=st ozt a^, c_rj=iootroz, D-E=-44st1 44Bor cHoRD e-H=-t26ers!p7., HJ=-126els46;;'iJlnyp!97:G__l=_126eti467,G_K=458/1ee5,K-L=a58/1 l9-s, _L_M=458/1 995, F_M=45s/1 995, E-p=_goriii - WEBS B_G=_436/208,c-o=-rorolo-s3d,c-i=+-oislsaz,D_F=_3s0/188 NOTES 1) 2-ply truss to be connected together with 10d (0.131',x3,') nairs as foilows:Top chords connected as folloiws: z"l _ r r.o* !1 o_s_diJ.Bottom chords connected as-follows: ZrfO _ a io*" sliiered at 0-2_0 oc.. Webs connected as follows: 2x4 _ 1 row at 0-9_0;;. -"" 2) All loads are considered equally applied to itfpiiei'except.if noted qs front (F) or back (B) face in the LoAD cAsE(s) section. pty to ptyconnecrions have been provided ro dishibure 6nrv Laoiioteo as 1r1 oi ie j,.uir".JliiiJ*i"" indicared.3) Unbatanced roof tive toads have ue"n "on"iJ"iei iJliri, o"",gn. ]] [!i:1fff'5 ];l133Tii;l??bat:?*t'ri?"i=#r,BTll;ji;'b"t "; Exp c; encrosed; MWFRS .ow'se) sabre end zone; cantirever5) This truss has been desioned ro-r a to.o psioott#";;; rive road nonconcurrenr with any other rive roads.t'} dil:i'^';:H.:"f:ff:t*T#ti l* n:fr;t# ;p;iln ,n" uottom ctroiJ in air a,.eai'*r'e,.e a recransre 3-6-0 tar by 2-0-0 wide wi, rir 1l i:?3: t*t"nical connection 1uv otnersl ot trusi to bearing plate capabte of withstanding 100 tb uptift at joinr(s) excejt fit=tb) A=1al 1 ,t'LT;at:T:tii3fi'3iti: '." accordance with the 2009 Intemationat Residenriat code sections R502.11.1 and R802.10.2 and referenced :lii:9'rui:fi:i:",i:;'J:J,'#,??i',:'i3Xfl:til*':,'Ag liilH'jfllf,lJ[",:,",""?,"ffi:,#aLe;lsnaced at 2.0-0 oc max startins at10) Fill all nail holes where hanger is in contact with lumber. LOADCASE(S) Standard1 ) Dead + Roof Live (balanced) + uninhab. Attic storage: Lumber Increase=1.15, plate Increase=1.15 Continued on page 2 LOADCASE(S) Standard Uniform Loads (plf) _ vert: A-c=_84, C_E=_84, A-E=_14uoncentrated Loads (lb) Vert: H=-1897(F) t=-1s97(F) J=_1s97(F) K=_1897(F) L=_18s7(F) M=-1s97(F) Scale = 1:35.9 Plates Increase 1.1SLumber Increase 1.1SRep Stress Incr yES Code lRC2009/Tpt2007 .qEFL in (loc) ttdefl Ltdvert(Ll) 0.00 J-K nlr 120Vert(TL) 0.00 J-K ntr 120Hoz(TL) -0.01 N n/a nta LOADING (psf) TCLL 35.0 TCDL 7,0 BCLL O.O BCDL 7.0 PLATES GRIP MT20 220t,t95 Weight: 85 lb FT = 2OoALUMBER TOP CHORD 2x4 DF 1800F 1.6EBOT CHORD 2x4 DF 1800F .l .6EOTHERS 2x4 DF 1BOoF 1.6E BRACING TOP CHORD BOT CHORD Sheathed or 10-O-O oc purlins. 19991'ng dir""fly "pbri"d oi 6-0-o oc bracins REACTIONS Ail bearings 11-10_8.(tb) - Max HozB=169(LC 4)Max UnliftuAll uplift 10b lb or less at joint(s) o, Q except B=-320(Lc 10), p=-11o(LC 6), R=-101(LC 5), N=492(LC Max Grav All reactions 250 lb or less atjoint(s) B, Q except o=507(Lc 1), p=325(LC 1), R=290(Lc 1), N=s3z(Lc 10)FORCES (rb) - Max. como./Max. Ten- - At forces 250 (rb) or ress except when shown. ]:: " " o * o fi :i=:;|'ffi 13 frs a i i si'-; +"1:;d ;i il' e r = -i t i iis' i-6 =Jiio6so, G -H =-3 3418 38, ::_l "to*o "1fr=fiiiZi',?X-f:rL!i P-Q=-G22|427 . o-p=-622t427 , N-o=-622t427, M-N=-622t427 , , WEBS F-O=-689/166, c-ru=aZ6lZzO NOTES 1 ) Unbalanced roof live loads have been considered for this design. ]]U{ltffi:;3133T11;13?$t:l*r'ri?"';i;.fSl#i;'b"t r; Exp c; encrosed; MWFR' (row+ise) sabre end zone; cantirever') Ji[i#;:'il*r:"'"y'i#,n';d:il.:inl;;',ffiu"rrm :::;;T.."Tl:,Ti!l#F,o,,lno,'", to the race), see srandard Industry4) Att plares are 1.5x4 MT2b unless otherwise ii,Oi"ar"i. -"-' 5) Gable studs spaced at 2-0_O oc.6) This truss has been desioned for a 10.0 psf bottom chord live road nonconcurrent with any other rive roads.4;J,il:i',';'"Tirn":,ffit;T,fi;ili: ,;:*#;i,iil," "" rottom cr'oiJ i,iair ",""1',i,n",." a recransre 3-6-0 tar by 2-0-0 wide wi, rit :] El"#i:il:tt:?-1"iociiffiu: (bv "ine^i"i tir". to bearins ptate capabre of withstandins 100 rb uprift at joint(s) o, Q excepr (jr=rb) Yl l\fl,^S3 rd"F bea ring cond ition. Review required.'" #';J:fit;i3;i'3ffi: 't accordance with ttie 2009 Internationat Residenriat code sections R502.11.1 and R802.10.2 and referenced LOAD CASE(S) Standard S€le = 1:'18.0 TqIY 4x6 = "JY a -IU-U PLATES GRIPMT20 220t195 Weight: 31 lb FT = 20o/o LOADING (psf) TCLL 35.0 TCDL 7.O BCLL 0.0 . BCDL 7.0 SPACING 2-0-0Plates Increase 1..15Lumber Increase i.1SRep Stress Incr yES Code lRC2009/Tpt2007 csl TC 0.17BC 0.08wB 0.06(Matrix) DEFL in (toc) t/deflVert(LL) -0.00 D-F >999 Vert(TL) -0.01 D-F >999 Hoz(TL) 0.00 D n/aWind(LL) 0.00 F >999 Ltd 360 240 nla 240LUMBER TOP CHORDBOT CHORDWEBS OTHERS REACNONS 2x4 DF 1800F 1.6E 2x4 DF 1800F 1.6E 2x4 DF Stud/Std 2x4 DF Stud/Std (lb/size) 8=463/0-5-8 (min. 0-1-8), D=463/0_5-B (min. 0_1-8.yMax Horz B=-74(LC 3)Max UptiftB=-144(LC b), D=-144(LC 6) l|gqthed or 6-0-0 oc purtins.RgS jetrlg qectly abplied or 10-0-0 oc bracins. BRACING TOP CHORD BOT CHORD FORCES (lb)-Max.Como./Max.Ten.--All forces250(lb)orlessexceptwhenshown.TOpCHoRD B_C=-393155,C_D=_393/55 - --t-ve*v/v BOT CHORD B-F=\t2Ss, D-F=}t2Ss NOTES 1 ) Unbalanced roof live loads have been considered for this design. ]]{i"{r{fiJ;33;33Tll;l?,.|"l=HfX;"i:?,B'Slr::l;"" '; Exp c;enc,osed; MWFR' (row-rise) sab,e end zone;canti,ever :liilFiff il::iilrii,i?+idii:iRli,;;,ffi*",m,it;::;i,$"":"F::ii,!1#F1,,1no,'",ro the race), see standard ,ndustry4) Gable studs spaced at 2-O-0 oc_5) This truss has been desioned fo-r a 1 0.0 psf bottom chord live load nonconcurrent with any other rive roads.t) t"til:i'"";:H-:ff:*?t*Tfi:*i: n::.iilfioli"" tn" uottom cnoiJ'in-air ".""1,inr,"," a rectansre 3-6-0 tar by 2-0-0 wide wir nt 1]i:Lf mechanical connection (bv "tt'"|.") "i trrs. to bearing ptare capabte of withstanding 100 tb uptift ar joint(s) except [r=tb) B=144,t)LHi:Hii,$i'3iT: "accordancewiththe200glnternationat Residentiat codesectionsR5o2.11.1 andR802.10.2andreferenced LOADCASE(S) Standard tN0lr\trHl\0 York Engineering Inc. Structural Calculations 51267 Braden & Karli Smith Stonebridge Subd. Block 2 lot 25 Rexburg, ID Prepared For: l(K/ARTCHNER HOMES Kartchner Homes 601 W. 1700 S. Bldg B Logan Utah8432l 435.7s5.9530 Mav 16.2014 Structural Calculations Kartchner Homes s1267 Stonebridge Subd. Block 2lot25 Rexburg,ID York Engineering Inc. 2329 W. Spring Hollow Rd. May 16,2014 For: Plan #: Location: From: . Morgan, Urah 94050 (g0l) g76_3501 Design Criteria 2012 IRC: RoofLoad; Roof Live Load (pSF) 30 Dead Load (pSF) l5 Floor Load; Live Load (pSF) 40 Dead Load (pSF) l0 Seismic Zone: D Wind Speed: 115 mph ult. (90 mph basic) Exposure C or130 mph ult. (100 mph basic) Exposure B Material Properties & Assumptions Concrete (fc'): 2500 psi(found.) to 4000 psi (susp. slab)concrete Reinforcement: ASTM 4615 Grad" 6o a Grade 40Site conditions: Dry & stable granular based, 1500 pSF Bearing cap*,ity,Granular BasedBackfill (KH=35 pcf),Slope not to exceed 20o/o, Setback from slopes is minimum of 25,Dimensional Lumber: Hem or Doug Fir #2 & BTRSteel: ASTM ,436 Use Simpson straps and tie downs, and meet nailing, reinforcement and other structuralrequirements as noted on the drawing and within th-" pug", of this document. These structuralcalculations are based on conditions and assumptionr tii=t.a above. If the conditions listed hereinare not met or are different it shall be brought to the attention of the engineer. noortru* unobeam system to be engineered-by the suppler. This .ngin""iing arsumis that the building site isdry and stable, a high water table or adverse soils such is plastic clays, fills etc. could cause 9Tl" flooding, settlement, site instability, or other adverse conditions. Verification of andliability for the soil bearing pressure, site stability, and all other site conditions, including siteengineering as required, is the responsibility of otirets. These calculations una "rrgin".ring are forthe new building structure only and do not provide any engineering analysis of or-liability/warranty for the non-structural portions of the uuiToitrg, or the site itself. yorkEngineering Inc' does not assume the roie of "Registereo oesign professional in Responsiblecharge" on this proje9l. The purpose of these calJulations and engineering is to help reducestructural damage and loss of life due to seismic activity and/orhigh winJconditions. Thecontractor shall verif' all conditions, dimensions and structural Oetaits of the drawing.All exterior walls shall be sheathed withT/16" APA rated structural wood panel. Block all ft0lMrIlM horizontal edges I Yz" nominal or wider. Sheathing shall extend continpous from floor to topplate and be nailed at least 4" O.C. along sill plate. Nails shall be placed not less than/2,, from edge ofpanel and driven flush but shall not fracture the surface ofthe sheathing. Extend sheathing over gable end to wall joints & over rim joist between floors and naiito rim and wallplates 6" O.C. The following general requirements shall be followed during construction: 1. Contractor to verifz all dimensions, spans, & conditions and notifu engineer of any errors, omissions, or discrepancies prior to construction. 2. Use Simpson A35 ties each cantilevered joist to sill or top plate. 3. Use Simpson Hl, H2.5 or equiv. ties each end of each truss. 4. Use l/2" x 10" J bolts 32 O.C. all foundation walls up to 8'. Use 5/8" bolts with all walls over 8'high. Use 3" x 3" x 1/4" washers 5. If discrepancies are found, the more stringent specification shall be followed. 6. All multiple beams and headers to be nailed using 16d two rows 12 o.c. 7. Contractor shall assure that all materials are used per manufactures recommendations. 8. Site engineering and liability shall be provided by the owner/builder as required. 9. Connect beams & headers over 6 ft., to trimmers with appropriate connectors/hangers. 10. Contractor shall assure that footings are properly drained and that soil is dry and that footingsrest on undisturbed native soil and that building horizontal clearance from footings to adjacent slopes be a minimum of 25 feet and that the intent of IRC section Ft4Cf.:.1.7.2 is riet. If set back requirements of R403.1 .7.2 cannot be met then contact engineer for further design requirements. 10. The contractor shall conform to all building codes and practices as per the 2009 IRC.I 1. use balloon framing method when connecting floors in split level disigns. 12. Nail all shear walls to floor joist using 2: l6d 16" O.C. Add additional floor joist as reqd. I 3 . Provide joist and rafter hangers as per manufacturers' specifications. 14. Foundation steps shall not exceed 4 feet or Yzthe horizontal distance between steps. Horz.re-bar shall be 12" o.c. through step downs and extend 48" either side of step 15.If garage return walls are less than 32" wide then extend headers across return walls with 2king studs on either end extending from the top of the header to the bottom plate or install (2) MST 36 straps each end of header extend across wing walls. 16. use a minimum of 2-9 /2" LYLs for all headers carrying girder loads. 17. Use I l/8" wide timberstrand or equiv. for all rim joist 18. Provide solid blocking through structure down to footing for all load paths. 19. Builder shall follow all recommendations found in all applicable Geoiechnical reporrs. 20. Stacking of two sill plates is permitted with 5/8" J-bolts through both plates. Stacking morethan two plates is not permitted without special engineering Plan: Jamestown Model 51262 Date:5t15t2014 Location: Rexburg tdaho Footing Calculations Concrete Specs Density (pcf) Shength (psi) Clear Cover Thickness (in) Foundation Height above grade (ft) Height Above Grade (in) WallThickness (ft) Thickness (in) Weight (kips/Ift) Footing Specs wdth (ft) Wdth (in) Height (ft) Height (in) Weight (kips/tft) Area per lft Soil Specs Density (pcf) Soil Pressure (psf) Weight (kips/tft) Building Loads Roof span Roof (kips/Ift) Wall Height (ft) WallLoad (kips/tft) Floor span Floor Loads (kips/tft) Total(kips.lft) Calculations Total Weight on Soit (kips) Soil Load (ksf) Required Footing Width (in) Required Footing Depth (in) back front 150 150 2500 2500 33 0.67 0.67 88 0.67 0.67 88 0.07 0.07 1.67 1.67 20 20 0.83 0.83 10 10 0.21 0.21 1.67 1.67 125 125 1500 1500 0.04 0.04 36 36 0.81 0.81 88 0.16 0.16 36 20 0.90 0.50 1.87 1.47 2.15 1.75 1.29 1.05 20 20 10 10 left right interior 150 150 150 2500 2500 2500 333 0.67 0.67 0.08 881 0.67 0.67 0.67 888 0.07 0.07 0.01 1.67 1.67 20 20 0.83 0.83 10 10 0.21 0.21 1.67 1.67 1.33 16 0.83 10 0.17 1.33 125 125 125 1500 1500 1500 0.04 0.04 0.00 445 0.09 0.09 0.11 888 0.16 0.16 0j2 4428 0.10 0.10 0.70 0.35 0.35 0.93 0.63 0.38 0.63 1.11 0.38 0.83 2g 2g ltt 10 10 10 plan: Jamestown Model S1267 Date: St1St2014 Location: Rexburg ldahoSeismic Calculations Loading Summary Floor Dead Load (psf) 10Ffoor Live Load(psf) 40walls (Ext)(psf) 20 Roof Ll(psf) 30Walls (lnt)(psf) 1 0 Roof Dlipsf) 1sRoofDead Load(psf) 15Roof Slope Exterior Snow Load Reduction Slope Snow Pitch over 20 Rs Reduction L.L.- Reduction Total Load Roof Floor 2 Floor 1 Floor 1 Lateral ForceFloor z Lateral ForceRoot Lateral ForceTota! seismtc Mass = Totat Lateral Force = selsmtc Force Dastribution**'Roof Sections ** RoofFtoor 1 l-loor 2 V/sum(Wt-Ht) = Easemenl Jneer watlTotal Load (kips)nght stde lett stdetront Dacl( Ftoor 1 Jneer watlTotal Load (kips)ngnt st0e lelt stdelront back tstoor z Jneer watlTotal Load (kips)flgnt stdelett stoe tront back 7 t12 combination 30.00 45.00 Length W(psD 77 21 30.26 30.00 Seismic ParamaGrs V=Csl/y'/1.4 Fa= 1 ft= 6.5 table 1617.6 Ss= 1.772 Sms= 1.27 eq. 16_16Sds= 1.18 eq 16_18 cs= 0.218 per eq. 16-49Adj. Factor 1.4 Cs= 0.1556 roof wall Total Mass Tributary to Roof Levels = Shear (V)(lbs) Roof Levels = Length W(psD tb/fl 77 10 770wall height 0 Total Mass Tributary to Floor 2=Shear (V)(lbs) Floor Levels = Length W(psD tb/ft 77 10 770wall height 8 Total Mass Tributary to Floor 1=Shear (V)(lbs) Floor Levels = width 44 w(tb) 71148 9680 80828 12579 w0b) 0 9680 0 0 w(rb) 17090't2100 291 90 4543 Vo ForcF- Total Sheer I100.00% 12.578812U.U07o 12.btAA1Z u.Ot % 12.5tAu2 1 1:Z5 t9 ShearWail Load (otf) Not Appttcabte Not Appttcabte Not Appttcabte Not Appttcabte Shear Wall Load (Dlfl 131 15U 349 124 Shear Wall Load (plf) Not Appttcabte Not Appttcabte Not Appttcabte Not Appttcabte Lb/ft 1617 widrh 44 wdth 44 U U125t9 110U16 125t9 H(x) w(x) kip14.3 811.O u W(x)H(x)1152U0.0 (, uTotals 81 11520.u1ugz Totat shear (tb;) = F(torat) 12.66.3 6.3 6.3 6.3 r-0otat) 12.6 6.3 6.3 6.3 ti.3 Length 10 10 10 10 Length 46 42 16 49 Length 10 10 10 10 r-(rotat)12.6 6.3 6.3 6.3 6.3 1500 rus 1000 lusr+ < \Mnd < Seismic Bolts Spacing Capacity F.S. Tension stud stress Ft Ft F.S. Tie Down Location F.S. 'll2 in 32 in 1000 rus/rt 15.00 437.5 ros 2X6 55.6 psi 525 psi 840 psi 15.12 STHDlO Corner 4.70 wall height 10ft t 625 lbs 4.5 ft wall length 16.0 ft 4.5 ft I 625 lbs Seismic \Mndow MST27 connection Nails F.S. o.t4 Aspect ratio feft '100.0o/o rirht 100.0% Shear Wall selection SW-3 5BS tbs/fi 2" edge nailing & 12"field nailing M reduction 585.0 lbsfftF.s. 4.2r Force Transfer .t2 2lbttt E 2 fr 139 tblft 2 tb/ft 521 lbs 118 tblft o E' o o 5.5 fi widft 7.S ft 52 i lbs 118 rblft .aE ztbtft E'o o 2.5 fi 139 tblft 2 tb/ft wall height 9ft A Perforated Shear Wall wall length 16.0 ft 1500 rbs wind Bolts 1l2in 1454 lbs Seismic Spacing 32 in - Capacity 1000 rusrt' F.S. tr.oo1 Tension 572.5 rus stud 2X6 stress 72.7 psi Ft 525 psi Ft 840 psi F.S. 11,s5 Tie Down STHD14 Location Corner F.S. 2.33 Aspect ratio left 88.89% risht 88.89% t 636 lbs + 1636 lbs Perforated Shear wall reduction opening height 3 % sheathingc"53.13% 1.00 Shear Wall selection PLR 240 tbs/ft 6" edge nailing & 12"field nailing w/ reduction 213.3 lbs/ft Seismic F.S. r.25 Wind F.S. t.so I Wall Height,h Maximum ( hl3 0.33 G.9o, L7r tbtft .g oo.o r7t tb/ft3ft widtl^ 7.s ft plan: Jarneatom Model S1267Dale: d18t2011 LGtion: Rexburg ldahoWlnd.L@_dtng_Calcutations u6ing Maln Windorce{eststing SFtem (MWFRS}Longftudlnal Oirection Wind Osign C@tfictent P=wind loed*exp @efftu P=Design Pesure Horizontal Wind Load From Figure 28.G.1Well Load (pso= end zone (A) interior zone (C) Roof Loed (pso= end zone (B) inleriorzon6 (D) Verti€l VMnd Load trom figure 28.6-1Roof Load (psD= end zone windwerd (E) end zone leeward (F) interior zone windward (c) int€rior zone leeward (H) 23.6 18.8 16.1 12.9 1.8 -4.7 0.6 Exposure Coefficient from tigure 28.6_.1 1.21Apply Load @mbination factor (ASCE 7-10 2.4.1 O.a Wand Spe€d = Erpo3ure Rool Sbpe = RdAngb (deg)= Pryind load*exp @etrlw horizontal wall interior horizontral wall end zone horizonial rcof inlerior horizontal rcof end zone vertiel end zone windward verti€l end zone leewardverti€l interior zone windwardvertical interior zone leeward .4'Hmeen .1*base End Zone Wdth (ft) InlenorZone Vvidth (fl) Gable Roof Load 115 RoofHeight 10.50c Mean rcof Heg Truss Span 36 Wind Load ( 0.67 t'12 30.26 Sine = O.SO39 Minimum pEssure Adjusled 13.65 13.65 17-13 17..t3 9.37 io.oo 11.69 11.69 1.31 131 €.32 o.o0o.44 0.44-8.93 0.00 5.7 4.4 4.4 35.2 WtdOl End 4.4 fnterior 35.2 2nd storyEnd Zone Wdth (ft) 2nd storytnterior zone w<itti (t)4.4 3s.2 Hip R6f Load Wall L@d Veillel Fde Aree Wind LqdEnd 462 11.69Interior 59.84 j0.00 Total Hoight Wind L@d 2.4 17.134.04 13.65 Sum = Fde {lb.l183 3 t05 3287.93 Fore {lb6) 5400 5999 2nd Stor Fore(lb/tt) Fo.@(tbt 151 150.78 480 480.44631.213 63'1.21 Fore (lb.) 80 0 639 0 Widlt| HetghlEnd 4.4 1.0 fnterior 35.2 i.OO Wind L@d17.,t3 13.6s Sum = Floor 2 Oiaph.agm Sh€r Total Shear (lbs) 5999Frcnt Wall Length iOBack Wall Length 10 Wid0lend zone windvr'ard 4teilard 4interior zone windward 35 teilard 35 Ength Wind L€d36.30 TRUE 36.30 FALSE36_30 TRUE 36.30 FALSE ShearWall Loads (plD Not Applic€bte NotAppliebte Shear Wall Loads (pl0 Shear Wall Load8 (pto Not Applicable Not Appli€ble Floo. I Olaph.agm She? Toial Shear(lbs) Fmnt Wall Length Bacl Well Length Bement Diaph.4m Sh€. Total Shear(lbs) Fmnl Wall Length Back Wall Length Cdtical Wall kngth (ftl= Font Wall Deed Load (plO=Front Wall Criti€l Length (fr)=Bac* Wall Dead Losd (pto= Bac* Wall Criti€l Length (ft)= 11048 18 49 11679 l0 10 307 113 0 Totaf 20344 Total (pl0 U plan: Jamestom Modet S1262Date: E/tEt2O14 Location: Rexbutg ldahoWlnd Loadtng Calcutaflons uslno Matn W;diorce_Resisting System (MWFRS)TransveEe Dlrccflon Wind llesign Coefficients P=wind load*exp coeff lwP=Design Pressure Horizontal Wind Load From Figure 2A.d.1Wall Load (psf)= end zone (A) 23.6interiorzone (C) 18.0 Roof Load (ps0= end zone (B) i6.1interiorzone (D) 12.9VerticalWnd Load frcm figure 28.6_jRoof Load (ps0= end zone wind\flard (E) 1.8end zone feeward (F') A]interior zone windward (G) 0.6interiorzone leeward (H) _'12.3 Exposure Coefticient from figure 28.&.1 Apply Load combination factor (ASCE 7-.tO 2.4.1 Wind Speed = ExposuE Root Slope c RoofAngb (degF Pryind load,exp coefffu horizontal wall inlerior horizontal wall end zone horizontal roof interior horizontal rcof end zone vertisl end zone windward verli€l end zone leewardvertical interior zone windwardvertical interior zone leeward End Zone VMdth (ft)Interior Zone Width (n) Gable Roof Load Hip Root L@d End Interior Well Losd End ntenof Vertic.l Forca eno zone windward leeward interior zone windward teeward ,^15 Roof Height 1O.su Wall Height 9 Truss Span 36 7 112 30.26 Sine = 0.5039 Minimum pressure Adjusted 13.65 13.65'17.13 17.13 9.37 10.00 11.69 11.69 1.31 1.31 €.32 0.00o.44 0.44€.93 0.oo '1.21 0.6 2nd storyEnd Zona Width (ft) 4.42nd Srorytnrerior zone Wdtti (tt) 6a.2 4.4 68.2 End Interior Width lteighl 4.4 2.468.2 4.O4 Area 808.5 1 15.94 Width Height 4.4 1.O68.2 1.00 Wind Lo.d Force (tbs)'t7.13 183 13.65 6016 Sum = 6198.90s 11.69 945010.00 1159 Total 10610 Wind Losd Force (lb5)'17.'t3 .151 13.65 931 Sum = 1081.624 2nd Story 150.77568 930.84816 1081.6238 Floor 2 Oi.phEgm Sher Tolal Shear (tbs) Left Wall Length Right Wall Length Floor I DiephEgm Sh€rTotal Shear (lbs) Left Wall Length Right Wall Length ba$m.nt DiaphEgm 6h6.Total Shear (tbs) Left Wall Length Right Wall Length Critlcal Walt Length (fr)= Lefl Wall Dead Load (plf)= Lefi Wall Critical Lenoth rfl)=Right wail Dead Loa; (pi0: Right wall criti€t Lengin (ft)= Hqtl wind Lo.d FoE (tb6t55.30 TRUE 12255.30 FALSE O55.30 TRUE 188655.30 FALSE O Shear Wall Loads (plo Not Applicable Not Applic€ble Shear Wall Loads (plf) ShearWa[ Loads (pl0 Not Applicabte Not Applicable Total 11679rotal (plD 47 widlh 4 4 68 68 'tffi10 10'to 201 19263 42 48 20344 10't0 0 44 0 -39 TJI Joist Span (ft) Depth Load Parameterc Floor Dead Load Floor Live Load Total Floor Load Simple Span Joist Duration Increase Joist Span(ft) Joist Spacing Joist Weight (ptf) Joist Loading (ptf) Max Reaction (lbs) Max Moment (FtLb/f) Max Shear Lb Determine Joist Size Depth Max Moment 100% (ftJbs) = F. S. for moment = Max Shear 100% (lbs) = F. S. for shear = Bearing Required (in.)= Live Load (U360) -- Total Load (U240) = El x 10^6 (lb-in^2) Live Load Deflection (in) Total Load Deflection (in) Live Load F of S Total Load F ofS Selection Plan: Jamestown Model 5126?Date: 5t15,t2014 Location: Rexburg tdaho 210 18.5 11.88 10 40 50 1 18.5 16 2.8 69 643 2972 643 11 7t8" 3795 1.28 1655 2.58 2.00 0.62 0.93 315 0.49 0.63 1.27 1.46 11 7t8" 210.s @ 16" o.c Plan: Jamestown Model 51267Da|€: 5t1St2O14 Location: Rexburg ldaho RB-1 RB-2 LVL Sawn RB-6 RB.7 RB.S RB.g FB-1 FB-2LVL LVL Sawn Sawn LVL S"*n FB-3 LVL Grade Load Paramete6 Floor Live Load(ps0 Floor Totial Load(ps| Floor 1 Span(n) Total Floor Load(ptD Wall Height (ft) Wall Weight (psf) Wall Load(ptf) Roof LL (psD Total Roof Load(ps0 Roof Span(ft) Totral Roof Load(plf) Beam Vveight (ptD Live Load (ptD Total Load (pt0 Reactions & Moment Duration Increase Beam Span(fi) Reaction 1 (tb) Reaction 2 (tb) Max Moment FtLb Max Shear Lb Determine Beam Size Depth Estimate (in) \A/idth Estimate (in) Cv= Cf= Area = Momemt of Inertia | = Maximum Bend Stress = Allowable bend Stress Allowable Moment Factor Of Safety = Allowable Sheer Stress Max Shear Cap (tbs) = Factor Of Safety = Bearing Required = E (psi) Defleciion LL (in) LLoad Def. Limit U Allowable Defl ection (in) LL Deflection F/S Denection TL (in) Tload Def. Limit U Allowable Deflection (in) TL Deflection F/S Selection .t11 1636 1936 1223 2459 1936 1223 2459 7746 917 3688 1936 1223 2459 40 50 0 0 7 140 30 45 4 90 12.1 OU 242 RB.3 RB.4 RB-sLVL Sawn Sawn 40 40 40 40 40 4050 50 50 50 50 5000000-0 00oo0o 004000 20 20 20 20 20 20008000-o 30 30 30 30 30 304s 45 4s 45 45 4a363667263; 810 810 135 158 585 8105.6 9.6 5.6 5.6 9.6 9.;540 540 90 105 390 5;O816 820 221 163 595 820 40 40 40 50 50 50 0020 00500 008 20 20 20 0r 0 {60 30 30 30 45 45 45 26100 585 225 o 5.6 5.6 9.6 390 150 400591 231 670 40 40 50 50 28 36 700 900 88 20 20 160 t60 30 30 45 45 00 00 5.6 9.6 560 720 865 1070 111.t..1 610963 662 815 2676 2459 886662 815 2676 245s 886992 2038 6021 3688 664662 815 2676 2459 886 11'88 9'25 9's0 9'25 9.25 9.50 9.50 9.25 9.25 9.50 9.25 9.503.50 3.00 3.50 3.00 3.00 i.so 3.50 3.00 3.00 3.50 3.00 3.501.00 1.00 1 og 1.00 1.00 i.oo 1.OO 1.00 1.00 1.00 1.00 1.001.00 1 .10 1 .oo 1 .10 1 .10 i.oo 1 .OO 1.1; 1 .10 1.00 1.10 1.0041 s8 27'7s 33-25 27.7s 27.75 si.zs 33.25 27.7a 27.75 33.25 27.75 33.25489 198 250 198 198 -1so 250 - isi 198 250 198 2501129 257 841 278 572 ritz 841 1il 73 2104 273 7622604 93s 2684 s3s 93a iaaa 2684 G 93s 26s4 935 268417862 3333 11775 3333 3333 ihs 1't775 3aA 3333 11775 3333 117752.31 3.63 3.r9 3.36 1.64 r.se 3.r9 t;t tz.as 1.2g s.42 3.s2285 165 285 165 165 285 285 165 165 285 165 2857900 30s3 6318 3053 3os3 uirg 6318 30;a 3053 6318 3053 63184.08 2.s0 z.s7 4.61 ei,.tt l.re 2.st l.;; i.ss ,,.so 2.35 2.360.74 .1.01 o.s4 o.s4 0.67 1.9? o.e4 o.ti, b.za 1.s4 1.07 1.o22000000 130oo0o 2oooooo 130oo0o 1300000 2oo000o 20oo0oo 13odd 13o0ooo 20ooooo 13oo0oo 2ooooo00.09 0.00 o.o3 o.o1 o.o9 i.1, o.os -o.d; .'--o.oo 0.22 o.0o o.o2360 360 360 360 360 ioo 360 ;il 360 360 3oo 3600.53 0.10 o.2o o.2o 0.33 o.1g o.2o o.i; 0..10 0.35 0.10 o.17s'90 26'14 6'35 19'60 3.63 i'ir 6.35 s6.{6 si.os r.60 25.20 8.230.36 0.01 o.os o.o3 0.14 o.ta o.o5 o.oo -0.00 o.g7 0.ol 0.03240 240 240 240 240 24g 240 240 -240 240 240 2400.8 0.1s 0.3 0.3 0.5 o.+g 0.3 o.ri o.rs 0.525 0.15 0.252.1s 2s.s6 6.20 12.00 3.si i.se 6.28 $:d; si.ae 1.4s 24.8 B.3tLVL SAWN LVL SAWN SAWN LVI- LVL SAWN SA*N LVL SAWN LVL2:11718" Z:2x't0 2:g%,, 2:2x1O 2:Zx1O 2:gW, 2:gW, 2:2x1O 2:2x., 2:g%,, Z:2x10 Z:gy2,, 11'l.l 3t0.535 346 3516 1298 2674346 3516 1298 2674259 9229 974 3343 346 3516 1298 2674 Load Short Form Entire House High Country Heating Job: Date: By: st267 May 13,2O14 3758 Yellowstones Hwy, ldaho Falls, ld g3401 Phone: 208-529-2116 Htg -6 68 74 50 57 InfiltrationOutside db fF)Inside db ('F) Design TD CDDaily range Inside humidity (%) Moisture difference (gr/lb) Method Construction quality Fireplaces Simplified Semi-tight 0 Make Goodman Mfg. Trade GOODMAN Model cMH950703BX AHR|ref 2002183 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat HEATING EQUIPMENT 95 AFUE 69000 54226 68 8s9 0.030 0.70 COOLING EQUIPMENT Make Goodman Mfg.Trade GOODMAN, JAN|TROL, AMANA DtSTt...Cond cSX130241D* Coil CA"F1824*6D" AHRI ref 4700003 Efficiency 11.0 EER, 13 SEERSensible cooling 16100 BtuhLatent cooling 6900 BtuhTotal cooling 23000 BtuhActual air flow g59 cfmAir flow factor 0.1 1 g cfm/BtuhStatic pressure 0.70 in H2OLoad sensible heat ratio 1.00 Btuh Btuh.F cfm cfm/Btuh in H2O Room5 Room6 RoomT Room8 Room9 Rooml( Rooml' Roomll Rooml{ Rooml( calculations approved by ACCA to meet all requirements of Manual J gth Ed. ROOM NAME Rooml Room2 Room3 Room4 Room5 Room6 RoomT 10 11 12 15 16 Area(tr)Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) 215 15 7 69 9 103 103 18 0 65 42 22 176 806 55 36 217 55 167 149 165 91 154 184 105 985 109 7972 1092 422 2843 450 2266 2406 1378 303 1316 1268 1 396 4922 1823 128 59 590 73 877 878 157 2 552 353 186 1499 239 33 13 85 13 68 72 41 9 39 38 42 148 I jH {t lvfightSofr Rieht-suite@ universat 2013 t3.o.os RSU2o477.ffi Prot""tt.rup Calc= MJ8 HouseFrontfaces: SW 20'14-May-13 21:56:57 Page 1 39936 7799 859 859 Entire House Other equip loads Equip. @ 0.94 RSM Latent cooling 3276 28664 11272 7297 1 000 7799 0 859 859 TOTALS I 3ZZA calculations approved by ACCA to meet all requirements of Manual J gth Ed I lL {la- WfkJht3ol? Risht-suite@ universat 20 j3 13.o.oe RSU2o477rffi Prolectt.rup Catc= MJ8 House Frontfaces: SW 201+May-'13 21..56:57 Building Analysis Entire House High Gountry Heating Job: Date: By: s1267 May '13,2014 Cody Puzey, Kartchner Homes3758 Yellowstones Hwy, ldaho Falls, ld g3401 Phone: 208-529-2116 ' Location: ldaho Falls, lD, USEfevation: 4741 ft Indoor: [do.or tgppqature (.F)Design TD'("DR_elative humidity (%) _ _Moisture Oifferericir 1!rltO)Infiltration: Method Construction quality Ftrepta@s Latitude:Outdoor:Heating 9 15.0 Heating 68 74 50 57.0 Simplified Semi{ight Cooling 75 14 50-31.5 44"N Drybulb ("F) Dailyrange ("F) Vl,btbulb ("D Wind speed (mph) Gooling 89 34 (H )60 7.5 Component Btuhrff Btuh % of load Walls Glazino Doors - Ceilings Floors Infiltration Ducts Piping Humidification Ventilation Adjustments Total 4.O 23.7 28.9 1.5 1.5 1.9 129',17 5639 1212 2528 2351 4017 0 05986 52860 39936 32.314.1 3.06.3 5.9 10.1 0 0 15.0 13.2 100.0 Component Btuhlfl3 Btuh Yo of load Walls Glazino Doors - Ceilings Floors Infiltration Ducts Ventilation Internal qains Blower - Adjustments Total 0.3 18.1 7.2 0.8 0 o.2 8514308 303 1435 0400 0 1 000 0 0 0 8297 10.3 51.93.717.3 04.8012.1 00l I1o0.ol Latent Cooling Load = 0 BtuhOyerall U-value = 0.049 Btuh/ff-"F Data entries checked. liL + wrfghBOft* Right-suit"@ universat 2013 13.o.os RSU2o477,€Ch pp;gs11.rup Catc=MJ8 HouseFrontfaces: SW 2O14-May-13 2't:56:57 page 1 Component Constructions Entire House High Country Heating Job: Date: By: st267 May 13,2O14 Cody Puzey, Kartchner Homes3758 Yellowstones Hwy, ldaho Falls, ld g3401 Phone: 208-529-2116 ldaho Falls, lD, US Elevation: 4741 ft Latitude: 44"NOutdoor: Drybulb ("F) Dailyrange ('F) vlbt bulb ("F) Wind speed (mph) Gooling 89 34 (H )60 7.5 Indoor: lndoor temperature (.F)Design TD CDRelative humidity (%)Moisture difference (gr/lb) Infiltration: Method Construction qualityFireplaces Heating : 15.0 Heating 68 74 50 57.0 Simplified Semi-tight 0 Cooling 75 14 50-31.5 Construction descriptions Walls 12F-Osw: Frm wall, vnl ext, 3/9" wood shth, r_21 cav ins, 1/2,,gypsumboard int fnsh, 2'x6" wood frm 15819-0wc-8: Bg wall, heavy dry or light damp soil, 2,14,,wood int frm,concrete wall, r-19 cav ins, g" thk, 112" gypsum board int fnsh Or Area fe U-value Btuh/ft:-'F Insul R tr-'F/Btuh 21 .0 2't.0 21.0 2't.0 21.0 19.0 19.0 r19.0 19.0 19.0 clg HTM Btuirft Gain Btuh Htg HTM Loss Btuh/fl: Btuh n S all n e s all 512 0.065 365 0.065 508 0.065 365 0.065 1750 0.065 529 0.040 313 0.040 385 0.040 229 0.040 1455 0.040 2462 0.47 243 1756 0.47 173 2443 0.47 241't756 0.47 173 8417 0.47 830 1660 0.02 I 969 0.01 4 1199 0.02 6 671 0.01 2 4500 0.01 21 4.81 4.81 4.81 4.81 4.81 3.14 3.10 3.12 2.93 3.09 Partitions (none) Windows 61C:61C Doors 11D0: Door, wd sctype Ceilings 168-50ad: Attic ceiling, asphatt shingles roof mat, r_SO ceit ins.1t2,,gypsum board int fnsh Floors 21A-32c: Bg floor, heavy clry or light damp soil, g, depth, carpet flr fnsh n98 n 16 e16 s60 s16 w32 all 238 0.310 0.340 0.340 0.310 0.340 0.340 0.340 22.9 25.2 25.2 22.9 25.2 25.2 23.7 2250 403 403 1 376 403 805 5639 10.2 10.6 33.8 18.3 18.7 33.8 r/.o 1003 170 540 1 097 299 1081 4191 0 0 0 0 0 0 0 0.020 50.0 28.9 1212 7.22 2528 0.84 't435 I j$i tf |Yflght8ott Rishrsuire@ universat 2013 13.o.oe RSU2o477rdXjx pplss11.rup Catc = MJ8 House Frcnt faces: SW 2O14-May-13 2't:56:57 page 1 g + wrbhtsott Right-Suite@ U niversat 2013 j3.0.09 RSU20477 2O14-May-13 21:56:57 page 2,*4,;*;;; r;ff ' ;,Ji,ll,",lll3 i# Project Summary Entire House High Country Heating Job: Date: By: st267 May 13,2014 For: Notes: Winter Design Conditions Heating Summary Cgdy Puzey, Kartchner Homes3758 Yellowstones Hwy, ldaho Falls, ld g3401 Phone: 208-529-2116' st267 Summer Design Gonditions Outside db Inside db Design TD Structure Ducts Central vent (77 cfm)Humidification Piping Equipment load -6 'F 68 'F 74 "F Outside dbInside dbDesign TDDailv ranoe I Reldtive SumiditvMoisture differerice 89 "F 75 'F 14 "F H 50%-31 gr/lb -556 Btuh 0 Btuh-1390 Btuh0 Btuh Sensible Cooling Equipment Load Sizing Infiltration 28664 Btuh 0 Btuh 5286 Btuh 5986 Btuh 0 Btuh 39936 Btuh Simptified Semi-tight 0 Structure Ducts Central vent (77 cfm)Blower Use manufacturer's dataRate/swing multiplier tqutpment sensible load Structure Ducts Central vent (77 cfm)Equipment latent load Equipment total loadReq. total capacity at 0.70 SHR 7297 Bluh 0 Btuh1000 Btuh0 Btuh n 0.94 7799 Btuh 7799 Btuh 0.9 ton Method Construction quality Frreptaces Aea (ftJ \blume (ff) Air changes/hour Equiv. AVF (cfm) lvlake Goodman Mfg.Trade GOODMAN - Model GMH950703BXAHR|ref 2002183 Efficiencv Heating input Heating output temperature rise Actual air flowAir flow factor Static pressure Space'thermostat Latent Cooling Equipment Load Sizing Heating Equipment Summary Gooling Equipment Summary U"k" Goodman Mfg.TrAdE GOODMAN, iANITROL, AMANA DISTI...Cond cSX130241'D*Coil CA*F1824"0D*AHR|ref 4700003 F1"!ql"v .. 11.0 EER, 13 sEERDenstDte cootino 16100 BtuhLatent cooling 6900 BtuhTotalcooling 23000 BtuhActual air flow g5g cfmAir flow factor 0.11g cfm/BtuhStatic pres.sure 0.70 in H2OLoad sensible heat ratio 1.00 t"8i'ibn ""u"j'#18551 185510.19 0.1059 31 95 AFUE 69000 Btuh54226 Btuh 68 "F 859 cfm0.030 cfm/Btuh0.70 in H2O calcurations approved br ngg4 to meet arr requirements of Manuar J gth Ed. Weather: ldaho Falls, lD, US lH + wr|ghtsoft' Risht-srite@ universat 2013 13.0.0e Rsu2o477^.LR prolectl.rup Calc = MJB House Front faces: SW 2014-May-13 21:56:57 page 1 AED Assessment Entire House High Country Heating st267 May 13,2014 Job: Date: By: Cody Puzey, Kartchner Homes 3l?9-Yflr:y:lol9g l-r*v, |daho Fa|rs, |d 83401Phone: 208-529-2116 ldaho Falls, lD, USEfevation: 4741 ftLatitude: 44.NOutdoor: Drybutb ("F) Daityrange (.F) Vi,bt butb ("D Wind speed (mph) Indoor: Indoor temperature (.F)Design TD (.D Relative humiditv (%) . _Moisture Oifferericb 1!rtO;Infiltration: Heating 68 74 50 57.0 Cooling 75 14 50-31.5 Heating-9 15.0 Cooling 89 34 (H )60 7.5 FburlyGazirg Load Ftrrdq/ / ETfrMaximum hourly glazing load exceeds average by 32.5%. House does not have adequate exposure diversity (AED), based on AED limit of 30%.AED excursion: 11T Btuh (pFG - i.3"AFG) ^*. t *fQhbOft Rishrsuite@ universat 2013 13.0.0e RSU2o477.r{djf, erclectt.rup Calc = MJB House Front faces: SW 2014-May-13 21:56:57 page 1 Right-J@ WorksheetEntire House High Country Heating Job: St26Z Date: May 13,2O14 By: 1 3 4 5 Room name Exposed wall Room height Room dimensions Room area I Entire House | 365.5 fr I s.sfr 3275.5 tt,- Rooml 67.5 ft10.0 fi heaycoor ^^-_ --1.0 x 805.5 frouc.c I tzTy lConstruction ju_vatue I numDer | (Bruh/ft,_"FOr HTM (Bt uh/ft,) Area (f r) |or perimeter (ft) | Load(Btuh)Area (f r) |or perimeter (ft) | Load (Btuh) Heat Cool Gross I 98'451 161 165l rzgl rol 101 601 421 011 161 651or I321)sl l8l IIIIIII Heat Cool Gross N/P/S Heat Coolo.ctl i10.231 0.02 | I 10.651 o.etl i ,3?lI i'i;i:l ( 0.02 | 418.71 |o.qzl 3 .3?l| 2 o.aql fio.oo | 15IIIIIIIII u.utt5 |0"310 |0.06e I3 3t31o.oos I0.340 |o.ooslo.sr o Io.aso I0.06s I0.340 |o.oos Io.oosl 0.340 |0.020 |0.0201 IIIIIIIIII I I cloib'"" I ry I 1581e_owc_s ,;l*-l?lF_o* I W I isB1e-owc_8 l'---€161C I W I rzr-osw lFl61cI L--Dl11D0 | ry | 1581e-0wc_B l*-l?lFo* It-ol;;3'n'o*"'I c I toe-soao l' | 21A-32c /lttlllttllllltl n | 4.91 n | 22.94 n | 3.14 n | 25.16 e | 4.81 e | 3.10e | 25.16 s | 4.81 s | 22.s4 s | 28.86 s | 3.12)s | 25.16 |w I n.arlw I zoslY | .il3l _ | 1.481 17 15 1C 10 14 t "31 ?i?ai,291 rooolol +oal!6sl rzsolrfil goslol 4o3l;oef zusl,21 1ti2lBsl r I sglol 4o3l651 rzsol2el attl3;l d;il ttllllllllttlltl il;i 'ryi '1-,"; r3l sl 31 3 fld{::jfl ill 'Jl ,,il"l'l'i"l llltlllllllrrrrl ////li i r 157 696 0 0 0 0 0 47 0 303 0 0l 641 0l0l ezz I-'o I c) AED excursion Envelope loss/gain Occupants @Appliances/other ii 24647 111 6897 -248 12 13 a) Intiltration b) Room ventilation Intemal gains: - Subtotal (lines 6 to 13) 1696 40't7 0 40c 0 1279 0 127 0 , 0 0%l OYol 28664 14 15 Less external load lLess transfer IRedistribution Isubtotat IDuct toads I Total room load I 7972 1823 28664 0 00 7297 0 -ooa oo/a 0 0 07972 0 0 01823 0 Air required (cfm) I 28664 859 7297 859 7972 239 1823 215 Right-J@ WorksheetEntire House High Country Heating Job: S1267 Date: May 13,2014 By: 1 2 4 5 Room name Exposed wall Room height Room dimensions Room area Room2 15.0 ft 10.0 ft heaUcool 8.5 x 6.5 fr55.3 f t' Room3 5.5 ft10.0 ft heaucool 5.5 x 6.5 ft35.8 ft, Tv Construction numbef U-value (Bt uh/ft'-'F Or HTM (Bt uh/ft,) Area (ft,) or perimeter (ft) LOad (Btuh)Area (fr) or perimeter (ft)Load (Btuh) Heat Cool Gross N/P/S CoolHeat Gross N/P/S CoolHeal6lvy .lL-+ lvyt, 4ilw lvy luv-Itr lL-*lwlvvl€ lcIF 4.81 22.94 3.',t4 25.16 4.8'l 3.10 25.16 4.81 22.94 28.86 3.12 25.',t6 4.81 2.93 zc. tb 1.48 1.48 n n n n e s s I m:ll | 3:333 || 3 3131I o.oos II g::;el I o.oog I | 3 3331 | 3 3tsl lss'sltltttl 12F-0sw 6tc 1 581 9-0wc-8 61C 12F-0sw 15819-0wc-8 61C 12F-0sw 61C 1 1D0'15819-0wc-8 6'tc 12F-osw'15819-Owc-8 61C'l6B-50ad 214-32c o.ul 10.231 0.02 |10 65| 0.47 |o.o1 I33.77 |0.47 |ra.zsl7 .211 0.02 |18.71l| o.47 |0.01 |33.77 |o.al I0.00 |IIIIIIIIIII ilslsl 3l3l sl*31 '31 slsl',31 '?l31 3l'31 '31 tl|ltltlttlt|lll ol ool ool ool ool ool o*31 .331 331 3ol ool o0l 0l$l gol'l'l tltltltltttltltltltltltltt6c) AED excursion 17 Envelope loss/gain 808 10c 31 4812a) Infiltration b) Room ventilation 2A/(2t t 104 10 0l3lnternal gains: Occupants @ 23O Appliances/other 0 0 0 0 0Subtotal (lines 6 to 1 3)'to92 128 422 59 't4 15 Less external load Less transfer Redistribution Subtotal Duct loads -ooa ook 1 092 0 12A -Oo/a oo/. 0 0 0 422 0 0 0 59 0 Total room load Air required (cfm)1092 33 'r'2a 15 422 13 59 7 ,*,* projectl.rup carc= MJ8 House Frontfaces: sw 1013 13 0 09 Rsu2o477 20'14-May-132156:572 Right-.J@ Worksheet Entire House High Country Heating Job: S1267 Date: May 13,2014 By: 'l 3 4 J Room name Exposed wall Room height Room dimensions Room area Room4 29.5 fi 10.0 ft heaUcoor 14.O x '15.5 fl 2',t7.0 fi, Room5 5.5 ft 10.0 ft heaucool 10.0 x 5.5 fi 55.0 ft, Ty Construction numDer U-value I Or(Btuhfft4'FI HTM (Bt uh/ft'z) A.ea (ft,) or perimeter (ft)Load (Btuh) Area (ft,) or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1 WlCvy€ Wlc Wl c Wt---c WlC F 12F-o$i/ 61C 1 58 1 9-0wc-8 61C 12F-0sw 1 581 9-0wc-8 61C 12F-osw 61C 1 1D0 I 581 9-0wc-8 61C 12F-0sw'15819-0wc-8 otu 168-50ad 2'lN32c 0.065 | n 0.3101 n 0.069 | n 0.340 | n 0.065 | e o.oos I e0.340 | e0.065 | s 0.3101 s 0.390 | s 0.06e I s0.3401 s0.0651 w 0.0691 w 0.3401 wo.o2ol - 0.0r0 |IIIIII 4.81 | o.4i 22.94 | 1O.2< 3.14 | O.ot zs.tal 10.6rr.ar I o.4-l 3.10 | 0.01 25.16 | 33.7i 4.81 | o.4i 22.s41 18.2€28.86 I 7.21 3.',t2 | O.02 25.16 | 't8.71 r.ar I o.4i 2.93 | 0.01 25.16 | 33.71 1.48 | 0.84 1.48 | 0.00 14( 3((( 154 217 11C '155 21 0 52S 68€ 746 00 32'l 0 I 52 307 74 0 0 0 0 0 0 0 0 0't82 0 0 00 0 265 0 00 0 0 0 00 0 81 0 0 0 0 0 26 0 0 0 0 0 0 46 0 6 c) AED exdrsion -8ol -10 Envelope loss/9ain 2284 5351 346 oz 12 a) Inliltration b) Room ventilation 55((5€ c 104 0 10 0 13 lnternal gains: Occupants @ 23O Appliances/other 0 0 Sublotal (lines 6 to 1 3)2842 59C 450 73 14 15 Less extemal load Less transfer Redistribution Subtotal Duct loads -o%Oo/a 284:59( -Oo/o 00/a 0 0 0 450 0 0 0 073 0 Total room load Air required (cfm)2slel8sl 590 69 450 13 73 9 tus projectl.rup carc=MJB HouseFrontfaces:sw lo13 13 009 RSU2.477 r2014-May-132'115657 Right-J@ Worksheet Entire House High Gountry Heating Job: 51267 Date: May 13,2014 By: 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Room6 22.0 fi. 10.0 ft heaucool 1'1.5 x ,t4.5 ft166.8 ft, RoomT 24.5 fl1o.o fi heaucooi 1 1.0 x 13.0 fr148.5 ft' Ty Constructionnumber U-value (Bt uh/ft"-'F Or HTM (Bt uh/ft,)-----_--- Area (f t, )or penmetef (ft) LOad (Btuh) Area (f r) or penmeter (ft) Load (Btuh) Heat Cool N/P/SGross CoolHeal Gross N/P/S Heat Cool 0.065 0.310 0.069 0.3400.065 0.069 0.340 0.065 0.3100.390 0.069 0.340 0.065 0.069 0.340 0.020 0.020 i :i'r-"ilt'* iI lw l15B1e-owc-B Il l Lclorc Il" lw ll;5,',T-", I I l*-l?lPo"" Ill*ll;s, I I l}-*liipt.'";-* | I lul-oll?3'"0'"' II lc lroe-soao I I l' lua-zzc I|t l|t tllllllIlllll|l n n n n e e s s s 4.81 22.94 3.14 25.'t6 4.81 3.10 25.16 4.81 22.94 28.86 3.12 25.16 4.81 2.93 25.16 1.48 1.48 ,l,iilll 10.651 olo.47 | zol',ill ''il ''iil ,!l'3.iil ,,il ,0.00 | 'l lltllllllllttltlll 54 1'l 3l 0lole6lol 0l+osl*31 3l 4091ol 0lztzlol IIIIII 'l 0 0 0 u 649 0 0385 688 0 0 0 0 0 0 220J 0l rl 0 ]I t0 luot0 lo 138 | 549Io lol0 l0| 0l I ol | 1251 | 0l 6 c) AED excursion Envelope loss/gain 57 57 I 849 8b€'t942 83212a) Infiltration b) Room ventilation 41i{4t(464 0 46 013lntemal gains: Occupants @ 2gO Appliances/other 0 0 0 0 0subtotal (lines 6 to 13)2266 877 2406 878 14 t5 Less e)dernal load Less transfer Redistribution Sublotal Duct loads -oo/o 0o/o 2266 0 877 0 -Oo/o 004 0 0 0 2406 0 0 0 0878 0 Total room load Air required (cfm)2266 68 877 103 2406 72 878 103 tu.* projectl.rup carc = MJ8 House Fronlfaces: sw 1013 13 0 09 RSU2o477 2o14-May-1321'56574 Right-J@ Worksheet Entire House High Country Heating Job: 51267 Date: May 13,2O14 By: 'l 3 4 5 Room name Exposed wall Room height Room dimensions Room area RoomS 26.5 fr9.0 fr heavcool 10.0 x 16.5 fi165.0 ft, Roomg 5.5 fi 9.0 fl heaUcoor 5-5 x 16.5 ft90.8 f t, Ty Construction numDer U-value (Bt uh/ft'z- "F Or HTM (Bt uh/ft') Area (ft.) or perimeter (f0 Load (Btuh) Area (f r) or perimeter (ft)Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool'l__*13?r.* W | 15819-0wc-Bt-----c I orcW l 12F-0sw W I tsers-owc-at-----Gl61C W | l2F-osw f-c I orc'-Dll1oo W | 15B19-0wc-8 €161CW | 12F-0sw W | 15819-0we8'-G161C F l;?ft3!3'IIIII | ;,9ffi I | 0.069 | n I o.a+o I n | 0.065 | e I o.ooo I e | 0.3401 e | 0.065 | s | 0.310 | s | 0.390 | s I o.oos I s| 0.340 | s I o.oosl w I i,3fi1 r I 0 0201 tttltllltl 4.81 22.94 3.14 25.16 4.8'l 3.10 25.16 4.81 22.94 28.86 3.12 25.16 4.81 2.93 25.',t6 1.48't.48 o.+tl 10.231 0.02 |ro.osl o.471o.or I33.77 |o.qtlr e.zs I7.211 o.oz I't8.711 o.+tl0.01133.77 |0.84 |0.00 |IIIIIIIIIIII to 1t 16 ol.31 403t 1ol 4751ol ol lsl 3l 0lol 0lol2441IIIIII 0 CU 0 0 0 0 0 0 0 0 0 0 0 0 0 9'l 0 0'158 00 0 0 0 00 0 0 0 0 0 0l134 I o c) AED excursion -2 Envelope loss/gain rszel $2 293 112a) Infiltration b) Room ventilation 5ol 5 ol n 10 0 1 013lnternal gains: Occupants @ 230 ApplianceVother 0 0Subtotal (lines 6 to 1 3) Less extemal load Less transfer Redistribution Subtotal Duct loads 137t 't57 303 14 15 -004 00 a laa 157 'Oo/o oo 0 0 303 0 0 0 0 2 0 Total room load Ah requhed (cfm)157 18 r szol 411 303 9 2 0 ^{+if t{* rvrlg}rtl<rft Rishr-suite@ universat 2013 13.o.oe RSU2o477*"..fi Projectl.rup Calc = MJg House Front faces: SW 20 1 4-May -'l 3 21'.56:57 page 5 Right-J@ Worksheet Entire House High Gountry Heating Job: 51267 Date: May 13,2014 By: 'l 2 4 5 Room name Exposed wall Room height Room dimensions Room area Room10 25.0 ft 9.0 ft heaucool 11.0 x 14.0 ft154.0 ft, Rooml 1 22.0 ft 9.0 fr heaycooi 11.5 x 16.0 fr184.0 ft, Ty Construction numoer U-value (Bt uh/ft'-'F Or HTM (Bt uh/ft,) Area (f t, )or penmeter (ft)Load (Btuh)Area (ft,) or penmeter (ft)Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heal Cool 0.065 0.310 0.069 0.340 0.065 0.069 0.340 0.065 0.310 0.390 0.069 0.340 0.065 0.069 0.340 0.020 0.020 n n n n s s s s 4.81 22.94 3.14 25.'t6 4.8'l 3.10 25.16 4.81 22.54 28.86 3.'t2 25.16 4.81 2.93 25.16 1.48't.48 0.4'to.2 0.0 10.6 0.4 0.0 33.7 0.4 18.2 0.0't8.7 0.4 0.033.7', 0.8, 0.01 1 15 ililsl sl 3211 ol+osl s+olol olsl 3l.';l 3lol olslsl "gl sl lltltltltltltltlttlttltl sisi flll'1113;l "tl *31.'l"rl tlllllllll 0 00 0 0 0 0 0 0 0 0299 0 2 0 0 0i 6 c) AED excursion 47 Envelope loss/gain a) Infiltration b) Room ventilation tzod 547 tzzo 349 12 41{42 0 4 0 fnternal gains: Occupants @ 230 Appliances/other 0 0 subtotal (lines 6 to 13)131€552 't268 353 't4 15 Less external load Less transfer Redistribution Subtotal Duct loads -ooh ook 131( 0 0 552 0 -ooa ook 0 0 0 1264 0 0 0 0 0 Total room load Air rcquired (cfm)13i61 sszl3sl 651 1268 38 ,* projectl.rup carc= MJB House Frontfaces: sw 013 13 o og Rsu2o477 2014-Mav-.32156:576 Right-J@ Worksheet Entire House High Gountry Heating Job: 51267 Date: May 13,2014 By: 1 2 4 5 Room name Exposed wall Room height Room dimensions Room area Room12 18.5 fi 10.0 fr heaucool 10.5x10.0fi' 105.0 ft, Room15 91.5 ft 9.0 ft heaucool 1.0 x 984.5 fi984.5 ft, fy Construction number U-value(Bt uh/ft'-"F Or HTM (Btuh/ft,) Area (fl,) or perimeter (ft) LOaO (Btuh) Area (f r) or perimeter (ft)l'lifl, I Heat I coot Gross N/P/S Heal Cool Gross N/P/S Heat Cool 6 11 vy | 12F-0svl-G|61c Vy | 15819-0wc-8'_--cl6lC W | 12F-0sw w l'tsgtg-owc-aL-clotc W | 12F-0sw |-clorc'_.-Dl11D0 Vf | 15819-0wc-8'----€161C W I 12F-0sw W | 15819-0wc-8'-Gl61cF l;?fr:3:',IIIIIII 0.065 0.310 0.069 0.3400.065 0.069 0.340 0.065 0.3100.390 0.069 0.3400.065 0.069 0.340 0.020 0.020 n n n n e e s 4.81 22.94 3.14 25.16 4.81 3.10 25.16 4.81 22.94 24.60 J,tz 25.'t6 4.41 2.9325.16 o.tzl o10.231 00.02 | 0 10.65 | 0o.47 | 0o.or I o 33.77 | 0 o.47 | 105te.zsl o7 .211 0 ,3911 3 0.47 | 80 0.01 | 0 33.77 | 0o.oa | 1os 0.00 | 0 tltltlttlltltltltltltltl 1.48 1.48 l0I i05 l0 l0l0 lo180l0lo I ros l0 sisi 0l 0lslslol ol':l.il ol olol ol*31 .31ol ol 0l 0l,'sl'sl tl|ll'llttllltllt 198 0 0 185 32 11 985 405 36 0 0 1980 0'153 0 11 985 0 0 1295 0 0 1t5 0 0 0 633 0 0 805 16't457 0 08 0 0 1 00 0 0 4 0 0 0 1081 I 0 6 c) AED excursion 25 379 Envelope loss/gain 1045 4749 1481 12 a) Infiltration b) Room ventilatjon 350 0 3{(173 0 17 0 13 lntemal gains: Occupants @ 2gO Appliances/other 0 0 Subtotal (lines 6 to I 3)1 396 18€4922 '1499 't4 15 Less extemal load Less transfer Redistribution Subtotal Duct loads -o%0o/a 1 39(1p6 0 -0Vc Oo/a 0 0 0 4922 0 0 0 0 1499 0 Total room load Air required (cfm)1 396 42 1861 221 4922 148 1499't76 . Calculations aDDroved bv ACCA to meet all reouirements of Manual J gth Ed. na- wrlglrt=oft' Righr_suite@ universat 2013 13_0.09 RSU2o477 2014-May-,t121:s6:s7*5 Poectl.rup Calc = MJ8 House Front faces: SW Page 7 Right-J@ Worksheet Entire House High Country Heating Job: 51267 Date: May 13,2014 By: Room name Exposed wall Room height Room dimensions Room area Room16 7.0 ft 10.0 n heau@ol 7.0 x 15.5 fi'108.5 ft, fylConstructionlU-vatue number I letunttt,-"f HTM I Area (ft,) | Loao I nreu(Btuh/ft,) | or perimeter (ttl | (Btuh) | or penmerer W'_-€ WL__G F 12F-Oy 6tc 1 58 1 9-0wc-8 61C 12F-0sw 158'19-0wc-8 6't c'l2F-0sw 61C 1 1D0 I 5819-0wc-8 61C 12F-0sw 1 58 l 9-0wc-8 61C 168-50ad 21+32c n | 4.81n | 22.94 n | 3.14 n | 25.16 e | 4.A1 e | 3.10 e | 25.16s | 4.81 s | 22.94 s | 28.86 s I 3.'12 s | 25.16 w | 4.81 w | 2.93 w | 25.16 Less extemal load Less transfer Redistribution Sublotal Ouct loads Total room load Air required (cfm) subtoral (lines 6 to I 3) **a *l* vnrlghtroft' Right-srir"@ universat 2013 13.0.09 RSU2o477tus Prcjectl.rup Calc = MJ8 House Front faces: SW 201$May-13 21:56:57 page I Main Floor Luu "rt Room4 K,o, ",t RoomT [,oa "r. K,o. "rn Room6 K,o, ",t Job #: S1267 Performed for: Cody Puzey 3758 Yellowstones Hwy ldaho Falls, ld 83401 Phone: 208-529-21 1 6 High Country Heating Scale: 1 : 126 Page 1 Righfsuite@ Universat 20 1 3 13.0.09 RSU20477 2O14-May-13 21:58:11 Projectl.rup ry.AY( Basement Job #: S1267 Performed for: Cody Puzey 3758 Yellowstones Hwy ldaho Falls, ld 83401 Phone: 208-529-21 1 6 High Country Heating Scale: 1 : 126 Page 2 Right-Suite@ Universal 20 1 3 13.0.09 RSU20477 2014-May-13 21:58:11 Projectl.rup Duct System Summary Entire House High Gountry Heating Job: Date: By: st267 May 13,2014 3758 Yellowstones Hwy, ldaho Falls, ld g3401 Phone: 208-529-2116 Cody Puzey, Kartchner Homes External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.70 in H2O 0.37 in H2O 0.33 in H2O 0.149 10.181 in H2O 0.063 in/100ft 859 cfm Cooling 0.70 in H2O 0.37 in H2O 0.33 in H2O 0.149 10.181 in H2O 0.063 inl100ft 859 cfm Name Design (Btuh) Htg (cfm) clg (cfm) Design FR Diam (in) HxW (in) Duct Matl Actual Ln (ft) Ftg.Eqv Ln (ft)Trunk Rooml Rooml-A Rooml-B Rooml-C Room l 0 Room11 Rooml2 Rooml 5 Rooml5-A Rooml 6 Room2 Room3 Room4 Room5 Room6 RoomT RoomS Room9 h 1993 h 1993 h 1993 h 1993 c 552 c 353 h 1396 c 749 c 749 h 630 h 1092 h 4221 h 28431 h 4s0l c 8771 c 8781 h 13781 h 3031 60 60 60 60 39 38 42 74 74 19 33 13 85 131 681 721 411el 54 54 54 54 65 42 22 88 88 14 15 7 69 9 103 103 18 0 0.084 0.087 0.078 0.087 0.068 0 0.081 0.089 0.076 0.084 0.093 0.089 0.064 0.069 0.141 0.065 0.064 0.063 6.0 6.0 6.0 6.0 6.0 0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 601 6.0 | 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 ShMt shMr ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt ShMt 36.8 22.3 30.3 20.8 44.8 0 9.3 37.0 30.0 36.8 20.8 7.3 46.8 32.3 35.8 45.8 49.3 41.8 140.0 150.0 160.0 150.0 175.0 0 175.0 130.0 165.0 140.O 140.0 160.0 185.0 185.0 70.0 185.0 185.0 195.0 st2A st2 st1 st1 stlA st1 st2 st1 st1 st2 st2 stlA st1 B st'l st1 B st1 B stlA I A {T} WfightSOft' Rishr-srit"@ universat 2013 13.o.oe RSU20477 ,€Ch Projectl.rup Catc = MJ8 House Front faces: SW Peak AVF Peak AVF Peak AVF Peak AVF Peak AVF 196 398 900 358 90 8x 12 8x 12 8x 12 rb1 rb2 rb3 rb4 rb5 rb6 rb7 rb8 rb9 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 3.25x14 3.25x14 3.25x14 3.25x14 3.25x14 3.25x14 3.25x14 3.25x14 3.25x14 10x9 1 0x9 1 0x9 10x9 1 0x9 1 0x9 1 0x9 1 0x9 1 0x9 Peak AVF Peak AVF Peak AVF 8x'12 8x 12 8x 12 I lit {1* s,fightsofr Rishr-suire@ universat 2013 13.o.oe Rsu20477 ,€Ch Prolectt.rup Catc = MJ8 House t-ront faces: SW 2O'l 4-May -1 3 2't..56 :Sg {: r "I'}l {} I F zat-z>+-sbvt1 REXB{IRG ft, "4 rx srrr$i .Fnlr? i ly (,**tu un i$t Community Development Department PO Box 280 Rexburg, lD 83440 Phone (208)359-3020 | Fax (208)359-3022 I nspection Hotl ine (208)37 2-2344 ; :,,; Date: 0812712014 Receipt #: 2837 Paid By: Tender Type: Reference/ Check # : Project: ealr..r' 678 MiltStream - SFR oze Miristream Permit #: 14-00224 Permit Type: gLo-srn Please contact the Building Department at (208)372-2341 for further questions about this receipt 24 Hour Notice for inspections Call inspection hofline at (2081372-2344 ***Credit card payments are accepted, but are subject to a 3% convenience fee on payment amounts over gsgo*** -- il:]I iii;i'i--:ii-';'iiil G i'if:l rj:: il+ii;i:iiiii;' i:'i'i:i::: iiii: 'ttity iii,l ii :: i;,i rili.r i * ii; 'ri:ll'l':il'jl'ii i:i l;ir r ',-,:i.,':l;l': iitlli:.r'l lri:I 'r'i'if liii :..;i:l ili;r : i-':,:l Date: Receipt #: I .. .,.r. 1, 0610412014 2056 ri ;i;-i'ri:iir; :f-iiilj."i i'rfirii ': ;.. '-'l.i-i f '.'i: j'ii' i ;j it'r' ii!:r-.ii,,'jllilij"l litj:1t-ii j1!:' i, l.:i'r:., i:iiliiii ::ii::i: t,ji i'-iii iiili'r;:: i; .r'ilii;;; i:'.iiti,li:il" iii::'!.iij"i iili-i .'ii;i::; ;:l-;" ;iii'i:i;i i:li' ,ri: j:i.t.i l. 1f il,; ::'1"r::iil.i-ili"ii ) il,"li:,--r:i:iil,,:i":, -ii t l r:.::',;.....'.' i'.i'ir': -,;l;L:i-; ;:;"li-i r ''iii'' 15:r':i'i Ili ,,ij'l'.ir'i ;-:i: .. j , ;.:j'li:l ', ,l I I' r . ,... ..i i:.: , .: -:.:;.'i. :Lir:iiil.l ii:iii';i:;:::,i iiiiiii:i iilr: iii;i' :'i!:i R-STREETS R-WATER VB-BLDPERM i01 - 4500 sq ft 3500 sq. ft. i01 to 3500 sq ft ater meter Address: 678 Mill Street - SFR 678 Mill Street 2822010 2832213 2832212 2832214 2534620 2035500 3835500 2832220 0735500 3534730 3335500 3434630 2832211 Permit #: 14-00224 Permit Type: alo-srR rri i::j.ir: l.:i-i: Streets Water Building Permit - VB Anycode material i:,iiil "l"i i::rrr{ f,:lj !: . ilu BPD ELP MP PLBPT \AJMTPRT FIFDV PKIFDV BLPC PIF \ M/CCON SIF WCCON BP -500.00 325.00 260.00 260.00 317.00 234.00 888.00 182.87 127.OO 1,419.00 1,024.00 1,860.00 1,828.70 Please contact the Building Department at (2Og)37 2-2341 for fu rther questio n s about th is receipt 24 Hour Notice for insPections Gall insPection hotline at (2081372-2344 ***cred* card payments are accepted, but are subject to a 3% convenience fee on payment amounts over $500*** i-..4 : ; :.1 i::ii.t.ii .t: t : r"i:ii i';iiiriii ::ir] i I :];:,r"iii.j : i :-,..:., -i i.;i"'i;-r iii-i,ji:il,r:i]",^.ii i,;i i:;:i.:i: :,i' I :'iii ; i.r,::.i"iii ii;ii!: i.ii"r; i.1.i':r,j': r:ill'iiir ":i ii.r,l- . '. 'a'. -:r, ::: l.l :i -:. ir I ;*r ,ily Date: 0512812014 ReceiPt #: 2016 -',:.:. .lri:1. I i- i lrii!,."; i:'.iiili; ii;i l:i::,.:i I ii::, :i. Ji:r ' -: l j:- ' r'j'-: ''';:: rcclProjectl Address: 678 Mill Str-eet - SFR 678 Mill Street DEPOSIT Building Permit Fee DePosit Please contact the Building Department at (2OB)372-2341 for further questions about this receipt MAY 2 8 ZCi4 REXBURG 24 Hour Notice for insPections Call insPection hotline at (2081372-2344 ***Credit card payments are accepted, but are subject lo a 3o/o convenience fee on payment amounts over $500***