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Home My WebLink AboutALL DOCS - 14-00106 - 935 South 2380 West - SFR: ll, ,; :::':;t:i.i CITY OF Gertificate of Occupancy City of Rexburg Department of Gommunity Development 35 N. lst E. / Rexburg, !D.83440 Phone (208) 359-3O20 I Fax (208) 359-3022 REXBURG Ameica's Fnmily Community Gontractor: Special Conditions: 14-00106 tRc 2009 935 South 2380 West Single Family Residential N/A No Kartchner Homes, Inc. 859 S Yellowstone Hwy, Ste 201 Rexburg, lD 83440 Kartchner Homes. lnc. Occupancy:Residential, one-and two-family = 1,814.00 sq. ft. Utility, miscellaneous = 797 .OO sq. ft. This Certificafe, issued persuant to the requirements of Section 109 of the lnternational Building Code, certifies that, at the time of issuance, this building or that portion of the building that was inspected on the date listed was found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy was classified. Date C.O. lssued: 06 I 19 I ZOI+ c.o. fssued av, 4%-- Buitding tnspector: 'Yo.!. 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. Building Permit No: Applicable Addition of Gode: Site Address: Use and Occupancy: Design Occupant Load: Sprinkler System Required : Name and Address of Owner: Mechanical Inspector: Plumbing Inspector: Electrical Inspector: Fire Alarm: nla Fire Dept./Sprinkler: P&ZPublic Works: I nla nla I n/a nla Building Sofety Depqrtmenf a(zz 3'4 Nr r ) t\^)) 1,e .n-'\ Si '\ t . | 35N ldE Rexburg, lD 83440 www.rexburg.org City of Rexburg Phone; 208.372.2326 Fax:208.359.3022 CI'IY OF REXBURG Ct\, **-*__*-*,** Am eri ca's Fe t a ily C o mmu nity Offi.ce F{ours: Monday-Friday 8:00am-4:00prn le Famil Seismic Design Category - D Gtound Snow - 50 lbs. Per sq. ft. Frost Depth - 36" Roof Snow Load - 35 lbs. pet sq. ft. Wind Load - 90 MPH Thefollowing item should be completed be.forelou vrbmiltoar buildingperrzit @plication. , Completion ofa Building PetmitApplication: Yotmayprint this application from our website wwrv.rexburg.org or pick up a copy at the City Hall Annex Building (addtess above). Fot Residentia! Pennits:(the follorving is required to be submitted before the Application can be approved) tr 2 sets of site plans and 2 sets of building plans (must be drawn to scaie) n il tr ! tr tr -Plans rnust indude foundation plan, floor joist layout, floot plan, toof layout, sectional views, front, back, and side elevations, mechanical layout, stair details and arry details required to illustrate special construction. Energy Compliance Report: The State of Idaho has adopted the Intemational Energy Conservation Code (IECC). A Compliance Review must be completed and submitted (the rescheck software is available online at wwrv.energ)'codes.gov). Pzge 2 of the Application must include the Idaho Contractor's Registration Number or the exemption form must be completed and signed, see Page 10. Page 5 of the Application must be completed and signed by your Plumber. Page 6 of the Application must be completed and signed by your Mechanical Conttactot. Page 8 of the Application must be completed and signed by yout Electdcian. Home owners: please complete pzge 6 of the application if you will be doing your own electrical work. Truss details including engineered floor joists are required. Property Line form needs to be signed by the builder or owrrer, see Page 4. Subdiuisions If you plan to build in a subdivision please check the Rexbug Development Code fot any requirements such as, ptopefry setbacks, architectute board apptoval, etc. This information is available from the Planning &ZonngDepartrnent at the Annex Building located at 19 East Main. I{ew Residential lfomes, If your buildiflg permit is for a new home, you will need the patcel numbet (a pmnl nunber is the counjl propru identifcation wbich recogniTgs a plot oJ lanQ and a new physical address will be issued. If you do not know the patcel number and cannot fi.nd a record of it, please bring the name of the subdivision, phase, and the lot and block numbers. The correct location is vital to assure correct addtessing. Remodels: If you are considedng a remodel, a copy of the bid or estimate for the remodel must be submitted with the Permit Application. . 2 sets of Plans are required (may need IECC Review). ' Additions are the same requiremerrts as new construction. -rt Please Complete the Entire Applicauon! If the question does not apply fill in NA for non applicable RESIDENTIAL BUILDING PERMIT APPLICATION 35 N 1"E,, REXBURG,ID 83440 208-372-2326 PARCEL NUMBER (We will provide this for you) SUBDWISIO UNIT# BLOCK# 4 LOT#.z7 (Ad&essing is on the infotrnation - must be accruate) Dweiling Units:Parcel Acres: CiTY OF REXBURG A mer i cai Fat nily Co mnur t ity CONTACT PHONE # PHONE #: Horne ( )- Work ( ) OWNER MAILING ADDRESS: CITY: Sfafe: ZIP: APPLICANT (If other than owner (AppJicant if other than owne!, a statement author:a.itg applicant to act as agent fot owner must accompany this application) APPLICANT INFORMATION: ADDRESS CITY: STATE: ZiP-EMAIT FAX PHONE #: Horne ( )Wo*( )Cell ( ) cw P z,'bvrfl syrxrplD-np8,3% PHONE #: llome QAgA:zJlI*_ EMAIT fil'{@F. rtt hn rilt(j-FAx IDA.I]O REGISTRATION # & EXP. DATE Howmany are located on this property? Did you recendy purdase this property? No Yes (If yes, list previous owrer's uame) Is this a lot spJit? NO PROPOSED USE: fES @lease bring copy of new ofproperty) (i.e., Single Faoily Residence,Pqmily, Apartments,Garage, Co-- ercial, Addition, Etc.) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Undet penalty of perjury I heleby certify that I have read this application aad state that tle information herein is correct and I swear tlat any information which aay hereafter be given by me in hearings before the Planniog and Zoning Co-mission or tle City Council for the City of Rexburg shall be truthfi:l and conect. I agree to comply with all City regulations and State lav,/s relating to the subject matter of this application and hereby authorized represeatatives of the City to enter upon the above-mentioned property for inspections puryoses. NOTE: The building official may revoke a per:crit on approval issued under the provisions of tle 20 03 Internationai Code in casesofanyfalsestatementormisrqrresentationoffactintheapplicationorontheplansonwhichthepermitorapprovalwasbased, Permitvoidifnot swted;githin 180 .l1ru. Permitvoid if woik stops for 180 days. c5 /_/ D,{TEApplicant VARNING- BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE! PIan fees are non-refundable and are paid io full at the time of application beginning kguaryJ,ZU$ City of Rexburg's Acceptance of the plan teview fee does not constitute plan approval {'*Building Permit Fees are due at time of application# r"*Building Permits are void if your check does uot clear** 35N I'tE Rexburg,|D83440 www.rexourg.org Building Sofety Depqrtment City of Rexbutg Phone; 208.372.2326 Fax: 208.359.3022 Affidavit of Legal Interest State ofldaho County of Madison Name City State Being fust duly swom upon oath, depose and say: (If Applicant is also Ownet of Recotd, skip to B) A. That I am the recotd owrrer of the properfy described on the attached, and I gtant my permission to: Name Address to submit tlle accomparL4ng application pertaining to that property' B. I agree to indemnify, defend and hold Rexburg City and its employees harmless from any claim or liability resulting ftom any dispute as to the statements contained hetein or as to the ownership of the property which is the subject of the application. Dated this day of Signatute Subscribed and swotn to befote me the day and yeat first above written. Notary Public of Idaho Residing at: Mv commission exoires: C ITY O f REXB1IRG cts' "-*- '*..'-.** Am eri c ab Fa mily Co mmu nity Building Sofety Depqrtmenl' www.rexburg.org CiV of Rexburg Phone; 208.372.2326 Fox: 208.359.3022 Properly Lines Each site plan that is submitted to the City of Rexburg for the Building Permit process requires that property lines are shown accurately. It is the Developer's responsibitty to comecdy identifit on the site plan the location of these [nes in reference to the public right-of-way, other adjoining property lines, the steet, other structures and all utiJity lines. The Developer should find propeny pins that are still available at the lot in question. If these pins do not exist or have become unrecognizable then a new survey should be performed. Accurate propefiy line information is a must for a timely review. In addition to fnding existing property pins, legal descriptions should be checked. The best way to identify property line location is with aLand, survey. The City of Rexburg has aertalphotos and a parcel Line iayet that can be checked, but they are only a tool and are not guaranteed for accurary. If you want to request a copy of yout lot, see the front counter at the Commurrity D evelopment Department. I have read and understand the above T" tz-1a r Owner * SBuilder Printed Name CITY OI' REXBURG America's Flmily Cotnmunity Building Sofety Deportment City of Rexburg ct rr L)r- REXBI]RG'N. t\ntt i< ai Fon tily {.:oinntuti ly35 N, lst E., Rexburg, ld 83440 O\X.hIER'S NAME PROPERTYADDRBSS Permit# Vatet Metet QuantitY:x*****&F'*xi<x**'Watet Metet SiZe: Requircd!!!Plumbing Piumbing Contractor's N^*" ?Cc\ * Business 5"s,. !\O\eSv^'o'. ?\snrr-tr3 Address 31!pB e qo,..'ts,a*.. f2ocr.4 +l City-Ammgg-strte-le\.e"\cg-Zip3nqo\e Cell Phone (Zee) 435 " \3t5\ eusiness Phone ( ) Fa-x ( )Ema il - rf : o\ e-sr,o-i-p\ st^, ta n 1 Q) r orn orr . rlri rn (coMMERCIAL/INDUSTRIAL)Totalcostofp1umbingsySt€m(ConttactedAmount)$- ilnclrttu the cott of nakialt iutallei tcga:ller oJ tbe 2att1 npplir it. The feer litd tndo' th* btlutio not slufirn$ neulioned eltetuhen on thhfonn). a Up to $10,000 (lotal cost of system x 0.02) + 60 = $ n Between $10'001 - $100,000 r Ovet S100,001 RESIDENTIAL IVex,: Single Family Dvellingi inchtding all buildings with ruiting beiag consttucted on each propetq'. (*Based on living' space, see defrnition belov) ,l o Up to 1,500 sq ft - $130 { 1,501 to 2,500 sq ft - $195 a 2,501to 3,500 sq ft - $260 o 3,501 to 4,500 sq ft - $325 tr Ovet 4,500 sq ft g325 plus 965 for each addirional 1,000 sq ft, or portion thereof ($325 + ($65 x # of additional 1.000 s$ ft. or porrion thereoQ). IVew: Multi-Family Dwellizg (Cof,tactots OnlJ) D Duplex Apartment $260 D Three or more multi-family units: g1 30 per building plus $65 per urril ($130 x # of buildings) + ($65 x # of units) o Existing Residence, and Detached Shop: $65 fee plus $10 per fixture up to the maximum of the corresponding sq. ft. of the building ($65 + ($10 x # of fi.xtures)) D Gray'Wate t Systems: $130 o Lawn Sprinldets,/Backflow Device: $65 o Modular, Manufactured or Mobile Flomes: $65 for servet aad rvater stub connections tr Multipurpose Fire Sprinlder and Domestic Watet Supply Systemt $65 fee or $4 pet spdnkler head, whichevet ( (total cost of system - 10.000) x 0.01) + $Z0O = g ( (total cost of system - 100.000) x 0.005) + $1,160 = $ L.- ^d$65 Server & Water- if inspected at the same rime $ greatex Setvet & Water u $38 Server Line n$38 Water Line rt $65 Server turnaround under house (change frotn septic to city) MISCELI.ANEOUS D Plan Check $65 Perhout tr Technical Sergice: $65 per hout n Gas Liner $65 E Water lleater RePlacemeat: $65 c Requested InsPection: $65 n Hyiltonic lleating: $65 + ($10 x # of manifolds/zones) *Living Space - space rvithin a drvelling unit intended for human habitation rvhich tnay reasonably be utilzcd fot sleeping, eating, cooking, bathing,.:ira"Shipg, rccreation, and sanitation pruposes. An unfinished basement is consideted part of the living space' Conuaclof Building Sofety DepErtmenf City of Rexburg Permit# Lor__1Az__BLoc c I'rY o F ffi4grmg Anet'ical .Fcfr ily (:oftn tutitl35 N. Lrt E., Rexburg, Id 83440 OWNER'S NAME PROPERTY ADDRESS SUBDIVISION PHASE Required!!!Mechanical MechanicalContractor's*^-. Vin(Z -BusinessName {^Eaaa,.,, 40&3 F kco [v. , . , ,, a"t-fu44-sat JArtrJa&zi cell Phone ( ) -Business Phone gQlA "l ;7tbS? Fax ( ) Email (COMMERCIAL/INDUSTRIAL) Total cost of plumbing system (contracted Arnount) $ (ncludet tbe co$ of mateiak in$alled rygardles of the partl tuppUiilg it. Tbe feet li$ed under thir intpution 4pe shall app! to aryt and all necbanical installatiom not Qufica@ mentioned eheahen on thisforz). tr Up to $101000 (Iotal cost of system x 0.02) + 60 = $ u Between $10,001- $100,000 ( (total cost of s]'stem - 10.000) x 0.01) + $260 = $ ! Ovet $100,001 RESIDENTIAL ( (.total cost of s)istem - 100.000) x 0.005) + $1,160 = $ New: Single Family Dwelling, including all buildings with widng being constructed on each propergt (*Based on liuing space, see defiaition below) n Up to 1,500 sq ft - $130 tr 2,507 to 3,500 sq ft - $260 I Over 4,500 sq ft ff325 plus $65 { t,sotto 2,500 sq ft - g195 11 3,501 to 4,500 sq ft - fi325 for each additional 1,000 sq ft. or portion thereof ($325 + ($65 x # of additional 1.000 so. ft. or oorrion thereofl). A{ew: Multi-Fanily Dwelling (Co ntractors Oo}y) ! Duplex Apartmeat $260 D Three or more multi-family rurits: $130 per building plus $65 per unit ($130 x # of buildings) + ($65 x # of units) n Existing Residence, Modulat, Manufactuted or Mobile Flomes and Detached Shop: $65 fee plus $10 per **HVAC equipment being installed up to the maximum of the coresponding sq. ft. of the building ($65 + ($10 x # of fixtures)) MISCELI-ANEOUS n PIan Check $65 per hout l Technical Service: $65 perhout tr Gas Line: $65 n Watet Heater Replacement: $65 I Requested Inspection: $65 Building Sofety Depqrlmenf Cify of Rexburg Pemrit# clr.'Y oIl REXBURG cls' *-- Amc rica\ bh r^ily Cc nmunit, 35 N. 1$ 8., Rexburg, Id 83440 Phone - Q08)359-3020 / Hotline - Q08)372-2344 / Fax - (208)359-3022 O\X/NERS NAME PROPERTY ADDRESS SUBDIVISION PHASE LOT__J z-_BLOC w Requircd!!!ELECTRICAL ElectricalContractor'sName Nc-*tron BusinessName Stenc\c.rd €\ec*r-'t Address ?o. [3Cx zSz Citv--!-rgE=Sate_Ictarsr_Zip R 3.t qz Cell Phone (z*27 <c'ta -n^tt Business Phone ('z€ )ZZt- u.ro-z- Fax ( (COMMERCIAL/INDUSTRIAL) Total cost of electrical system (Conracted Amount) $ (nclade:tbecottofmaleiakin$al/edngardhsoJthepartjlsupp!ingit.Theret/ftedunderthisintputionjpefal/app/1ltoan1anda//ehctrica/ not Qecfica@ nentioned ekeuthen on thirJonz). ! Un to $10.000 (total cost of svstem x 0.02) + 60 = $ ! Between $10,001 - $100,000 ( (total cost of system - 10.000) x 0.01) + $260 = $ n Ovet $100,001 ( (Iotal cost of system - 100,000) x 0.005) + $1,160 = g Small Votks (Conftactors ONLY): $10 fee for wotk not exceeding $200 in cost and not involving a change in service connections. Does NOT require inspection. RESIDENTIAL IVew: Single Fanily Dwelling, includitzg aII buildings with wiring being' constructed on each ptoperty. (*Based on living space, see definition below) Ir: Up to 1,500 sq ft - $130 d 1,501 to 2,500 sq ft - g195 ! 2,507 to 3,500 sq ft - $260 n 3,50L to 4,500 sq ft - 9325 n Over 4,500 sq ft $325 plus $65 for each additional 1,000 sq ft. or portion theteof ($325 + (965 x # of additional 1.000 sq. ft. or oortion thereofl). New: Multi-Fatn ily Dwelling (Co fl tactors OnIy) r Duplex Apartment $260 n Threeotmoremulti-familyunits: $l30perbuildiogplus$65perunit ($130x#ofbuiidings) + ($65x#of units) tr Existing Residence, Modulat, Manufactuted of Mobile Flomes, and Detached Shop: $65 fee plus $10 per branch citcuiq up to the maximum of the corresponding sq. ft. of the building ($65 + ($10 x # btanch circuits)) ! Centtal Heating/Cooling Systems: $65 When NOT part of new residential or HVAC permit vrith no additional Wirirg n Spas, Hot Tubs, and Swimming Pools: $65 fee for each 'F to inspect Pwnps-lVate4 fnigation, Sewage (each motor) D $65 up to 25HP D$95 - 26 to 200HP l$130 over 200 HP MISCELI.ANEOUS n Temporary Consttuction Services ONLY: 200 amp or less, one location (for a pedod not to exceed 1 year) - $65 I Temporary Arnusement: $65 fee plus $10 per dde, concession or generator D Irtigation Machine: $65 for center pivot plus $10 per towet of drive motor tr Technical Service: $65 per hour l Plan Check $65 pet hour ! Requested Inspection: $65 sl-iving Space - space within a dwelling unit intended for human habitation which may reasonably be utilized for sleeping, eating, cooking, bathing, washfu, xecteatiot anlglltltation purposes. An unfinished basement is considered part of the living space. License numbet & exp. datesed Contractor Date 35N l"tF Rexburg,|D83440 Excavation & Earthwork: www.rexburg.org Building Sofety Depq rtmenl City of Rexburg Phone: 208.372.2326 Fox:208.359.3022 SUBCONTRACTOR LIST Concre Masonry: Roofing:[,\"c Insulati Drywall: Painti FIoor €n/t X\I NC Special Construction (Manufacturer or Supplier) RoofT' Floor/CeilingJoists: Siding/Extedor Other; E,XEMPTIONS F'ROM STATE RE,GISTRATION As of January 1, ,2006, the City of Rexburg can no, Ionger seil perrnits vrithout having a copy of yout Stateregistration number or.yollr exemption ftom the State registtation. Please send u .Jpy of'yo* stat. r.gistration orfill out this fotm showing you'r exemption and send it wit your license tenewal or yoru next pemit apllication. (This list is a surnmarizalon of Idaho code Title 54 chapter 5205, for full definitions of these exemptions pleases ee the State's web site at www.ibol.idaho.gov/ cont. htnr) ! currendy state licensed pursuant to Title 54Idaho code, chapters: 3 Architecrs, 1 0 Electrical Contractors/Joumeyman, 1 2 Engpne ers / Surveyor s, 19 Public Wo",l<s Contractors (exempt from fee only registration required),26 Plumbing/Plumbers, 45 Public works construction Management ucensing Act (exempt from fee only registration required), or50 Installation of heating, ventilation andatt conditioning sysrems tr Employee or volunteer of a licensed contractor or part o? an educational burriculum or nonprofit charitableactivity with no wages or salary tr Employee of a US Government agen:y (State, City, County, or orher municrpatiry)tr |tr. Utility doing construction, maintenance, or d.evelopment to lts own businesstr Involved rvith gas, oil or mineral operations ! SuppJier doing no installation or fabricating D contacting a project or projects with a total cost less than $2000D operation of a fatm or ranch or construction of a#culture buildings exempt from Idaho Building Codetr Any type of water district operations tr Work in rural districts for fue prevention purposes , D ownet who performs work on own ProPefty or contracts with a registered cofltractor to do work as long asthe property is not for resale within 12 months tr owner or lessee of commetcial property perforning maintenance, repair, alteration or constfuction on thatPfopefry tr Real estate licensee/property manager acting within Idaho codetr Engaging in the loggrlg industry tr Renter working on th_e-ptopety where they live with the property owners approvaltr Construction of,a building used fot industrial chemicai pio..rring per Idahotodetr Construction of a modular building (defined by Idaho iode) to b"eloved out of state I hereby certiSr that the above information is true and correct to the best of my knowledge. Signanrre Date Print Name 10 (D rrvspncrroN rrcKErO Inspector's Report F Res INSPECTEDTETT,'S@ INSPECTOR'S ACTION DY DN [l Nre NAPPROVED trc.o. (FTNAL) ACnoN REQUIRED: DFIAIAT D DID NOT Signed Rec'l |fi.. F.fn.c&t lblorr . Job Copy nf*. rrrer*f Co,r CIT1 tiF FAitr lT; iiART[Hi'lfil' IiilTtr 0Ir't4ii4 Tli{E:13;3il:4f R-WATER VB-BLDPERM iirxsuRc iiit. lir l*3'i4llli{Tti ftt[eIFT i'lilr ]I?i-ii ftEF i'iil; 1S44 ''i T rip lfii, l,t il'..,,,,:, ;t!\ t;i, Date: 0312412014 ReceiPt #: 1608 4 EljILiiii'lii r'tRi'{iT lir-t'[5 5 'rlilrTiR l{tTtft5 * F*fiTi -, rr' rlffr' pgp;;4tl r i i rtr,g trEv. ;i"tr*cT Ftti E pF tti[H. FiRi4iT Lii'lltR r t'*ltils nEtJ. li'tP*tT Fi[ lil sF luil irtF Pi'|lii{lHtlti ;i sF PLiJliE' FrtrittT ilNIit It FilLIm*iitiJEt*fiFuil'iT iii r; $tbitF: tr.'ruTAL [ili{HtcT ;; sTFttT trtu' IHF'iIT Fi lr uATEH IAFiTAL [ilNi'it[i ;; BF EUIL' Ftlii'tiTl uiiiri [Htlii ftl{[uiiT FAYiiEiiT lHili'iIt Pi[HiT S14tl1i]6 -_rilu " r-i[ li?.ilil';ill'ilil 1${ , '{4 1?3,ill ,ilil.00 174.l* 1f:.iltr iilfi .4.1 i ,?flil,flfi -fi'54.3? I 165il. Llli 1 r?43.n3 ? 1-n85 ' il8 ??68:i'il.fi 0 '0[ Address: 'meter 935 S. 2380 W. - SFR 935 South 2380 West 2822010 2534620 2832213 2035500 2832212 3835500 2832220 2832214 0735500 3534730 3335500 3434630 2832211 Permit #: 14-00106 Permit Type: auo-snn THAtili Y0u *i'itr iiAui o iqiig irnY Water BPD \AA4TPRT ELP FIFDV MP PKIFDV BLPC PLBPT PIF \ ^//CCON SIF WCCON BP -500.00 317.00 260.00 184.64 195.00 aoo.oo 174.36 195.00 100.88 1,700.00 864.57 1,650.00 lllns7zBuilding Permit - VB Anycode material MAR 2 4 7A\4 Please contact the Building Department at (208)372-2341 for further questions about this receipt 24 Hour Notice for insPections Gall inspection hotline at (2081372-2344 ***Credit card payments are accepted, but are subject lo a 3o/o convenience fee on payment amounts over $500*** I -i Llli Uf fitn$Ul('r.i FAitr FY; iiAftTCHfiT$:, Iill. itATt: SiiiSil4 tiF ,''nlit.i[]iTR Tliit: i5:l?:53 ftE[tiFI ]iil:3i$*ili }';LI NU; IUTT t? fiuillilti6 Frfti,llT iirt'[s l[u.ill IG tunity Date: 0311812014 ReceiPt #: 1576 LflLLfi HIIUUIY I THINLfi{ LHHHLTt t'tfti{IT si4tirli06 THAI{Ii YOU Aiilt H*UE A I{II.-E iiAT its Acc Project: Address: 935 S. 2380 W. - SFR 935 South 2380 West 2822010 Permit #: 14-00106 Permit Type: sro-srR Please contact the Building Department at (205)372-2341 for further questions about this receipt MAR I 8 2A14 ctTy oF REXBURG 24Hour Notice for insPections Call inspection hotline at (2081372-2344 ***Cred1 card payments are accepted, but are subject to a 3o/o convenience fee on payment amounts over $500*** 1 lK "trf,l*,=* Kartchner Homes 601 W. 1700 S. Bldg B Logan Utah8432l 435.755.9530 Structural Calculations Princeton SF22B4 Summerfield Estates Block #4 Lot #22 Rexburg, ID Prepared For: 14-00106 935 South 2380 West - SFR Office CoPY March 14,2014 TNOINIIIINO York Engineering Inc. For: Plan #: Location: From: Live Load (PSF) Dead Load (PSF) Seismic Zone'. Wind Speed: 115 mPh 130 mPh Structural Calculations Kartchner Homes Princton SF22B4 York Engineering Inc. 2329W. Spring Hollow Rd. Morgan, Utah 84050 (801) 876-3501 March 14.2014 Design Criteria 2012 IRC: RoofLoad; Roof Live Load (PSF) 40 Dead Load (PSF) 15 Floor Load; 40 l0 D ult. (90 mph basic) ExPosure C or ult. (100 mph basic) ExPosure B Material Properties & Assumptions C"**t. ff"): 2500 psi(found.) to 4000 psi (susp' slab) Concrete Reinforcement: ASTM 4615 Grade 60 & Grade 40 Site conditions: Dry & stable granular based, 1500 PSF Bearing capacity, Granular Based Backfill (KH:35 p.i1,Slop. noito exceed 20%o, setback from slopes is minimum of 25', Dimensional Lumber: Hem or Doug Fir #2 & BTR Steel: ASTM ,436 Use Simpson straps and tie downs, and meet nailing, reinforcement and other structural requirements as noted on the drawing and within the pages of this document' These structural calculations are based on conditions and assumptions listed above. If the conditions listed herein are not met or are different it shall be brought to the attention of the engineer. Roof Truss and beam system to be engineered by the suppler. This engineering assumes that the building site is dry and stable, a high*water table or adveise soils such as plastic clays' fills etc. could cause fuiure flooding, setilement, site instability, or other adverse conditions. Verification of and liability for th! soil bearing pressure, site stability, and all other site conditions, including site engineering as required, iJth" ."rponsibility of others. These calculations and engineering are for the-new UuitOing structure only and do not provide any engineering analysis of-or- liability/warrur,fu for the non-structural portions of the building, or the site its-elf.-York Engineering tnc. does not assume the role of "Registered Design Professional in Responsible Ciarge" on thi, project. The purpose of these calculations and engineering is to.help reduce structural damage and loss of life due to seismic activity and/or high wind conditions' The contractor shall verify all conditions, dimensions and structural details of the drawing' All exterior walls strall be sheathed with 7 l16" APA rated structural wood panel. Block all NONITINO horizontal edges I Yz" nominal or wider. Sheathing shall extend continuous from floor to top plate and be nailed at least 4" O.C. along sill plate. Nails shall be placed not less thanYz" 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 nail to rim and wall plates 6" O.C. The following general requirements shall be followed during construction: 1. Contractor to verify all dimensions, spans, & conditions and notiff engineer of any errors, omissions, or discrepancies prior to construction. 2. Use Simpson ,A.35 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 ll2" 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 shallbe fbllowed. 6. All multiple beams and headers to be nailed using l6d 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 connectorsfttangers. 10. Contractor shall assure that footings are properly drained and that soil is dry and that footings rest 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 R403.1 .7.2 is met. 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. 1 1. Use balloon framing method when connecting floors in split level designs. 12. Nail all shear walls to floor joist using 2: 16d 16" O.C. Add additional floor joist as reqd. 13. Provide joist and rafter hangers as per manufacturers' specifications. 14. Foundation steps shall not exceed 4 feet or Yz the horizontal distance between steps. Horz. re-bar shall be 12" O.C. through step downs and extend 48" either side of step l5.If garage return walls are less than 32" wide then extend headers across return walls with 2 king 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 Yz" LYLs for all headers carrying girder loads. 17. Use I 1/8" 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 Geotechnical reports. 20. Stacking of two sill plates is permitted with 5/8" J-bolts through both plates. Stacking more than two plates is not permitted without special engineering Footing Calculations back Concrete Specs Density (pcf) Strength (psi) Clear Cover Thickness (in) Foundation Overall Height (ft) Height (in) WallThickness (ft) Thickness (in) Weight (kips/|ft) Footing Specs width (ft) Width (in) Height (ft) Height (in) Weight (kips/|ft) Area per lft Soil Specs Density (pcf) Soil Pressure (psfl Weight (kips/|ft) Building Loads Roof span Roof (kips/|ft) WallHeight (ft) Wall Load (kips/|ft) Floor span Floor Loads (kips/lft) Total(kips.lft) Calculations Total Weight on Soil (kiPs) SoilLoad (ksf) Required Footing Width (in) Required Footing Depth (in) Plan: Princeton Date: 14-Mar-14 Location: SF22B4 Utah Basement right interior 150 150 150 2500 2500 2500 333 7.83 7.83 0.08 94941 0.67 0.67 0.67 888 0.78 0.78 0.01 1.67 1.67 1.67 20 20 20 0.83 0.83 0.83 10 10 10 0.21 0.21 0.21 1.67 1.67 1.67 125 125 125 1500 1500 1500 0.49 0.49 0.01 440 0.11 0.11 0.00 20 20 12 0.40 0.40 0.18 224 0.05 0.05 0.10 0.56 0.56 0.28 front left 150 2500 ? 7.83 94 0.67 8 0.78 1.67 20 0.83 10 0.21 1.67 125 1500 0.49 28 0.77 20 0.40 20 0.50 1.67 2.66 1.60 zo 10 7.83 94 0.67 8 0.78 1.67 20 0.83 10 0.21 1.67 150 2500 ? 125 1 500 0.49 34 0.94 20 0.40 20 0.50 1.84 2.83 1.70 20 10 1.55 0.93 zg 10 1.55 0.50 0.93 0.30 zo zo 10 10 Plan: Princeton Date: 41712 Location: SF22B4 Sawn Lumber Load Pammeters Floor Live Load(psf) Floor Total Load(psO Floor 1 Span(ft) Total Floor Load(plf1 Wall Height (ft) Wall Weight (psD Wall Load(plf) Roof LL (psD Total Roof Load(psO Roof Span(ft) Total Roof Load(plf) Beam Weight (plf) Live Load (pl0 Total Load (plf) Reactions & Moment Duration Increase Beam Span(ft) Reaction 1 (lb) Reaction 2 (lb) Max Moment FtLb Max Shear Lb Determine Beam Size Depth Estimate (in) Wdth Estimate (in) CF= Area = Momemt of lnertia | = Maximum Bend Stress = Allowable bend Stress Factor Of Safetlr = Allowable Sheer Stress Max Shear Cap (lbs) = Factor Of Safety = Bearing Required = E (psi) Deflection LL (in) Lload Def. Limit L/ Allowable Deflection (in) LL Deflection F/S Deflection TL (in) Tload Def. Limit L/ Allowable Deflection (in) TL Deflection F/S Selection 1't11 11 636 1256 2500 1244 178 1256 2500 1244 178 3453 3750 933 267't256 2500 1244 178 240 240 240 0.55 0.3 0.15 240 240 240 240 240 0.3 0.25 0.15 0.3 0.15 FB-8 40 50 11 275 I 20 180 40 55 28 770 8.3 780 1233 FB-4 FB-6 FB-7 40 40 40 50 50 50 17292 425 725 50 909 20 20 20 180 0 180 40 40 40 55 55 55 004 0 0 '1 10 8.3 5.6 4.4 340 580 120 613 731 344 FB-3 40 6n 7 175 o 20 180 40 55 34 935 5.6 820 1296 RB-2 RB-3 RB-4 RB-s RB-7 40 40 40 40 40 50 50 50 50 50 00000 00000 00000 20 20 20 20 20 00000 40 40 40 40 40 55 55 55 55 55 8303027 220 825 825 55 193 8.3 8.3 4.4 4.4 4.4 160 600 600 40 140 228 833 829 59 197 111111 536345 492 1943 1840 1096 689 3083 492 1943 1840 1096 689 3083 615 1457 2760 822 689 3854 492 1943 1840 1096 689 3083 't.20 1.20 1.20 1.20 1.20 1.10 1.20 1.'10 1.20 1.20 41 .63 41 .63 21 .75 21.75 21.75 27 .75 41 .63 27 .75 2't .75 41 .63 297 297 95 95 95 198 297 198 95 297 9.25 9.25 7.25 7.25 7.25 9.25 9.25 9.25 7.25 9.25 4.54.533334.5334.5 646 701 426 122 281 409 516 231 314 721 1020 1020 1020 1020 1020 935 1020 935 1020 1020 1.58 1.45 2.39 8.36 3.63 2.29 1.98 4.06 3.24 1.42 180 180 180 180 180 165 180 165 180 180 4995 4995 2610 2610 2610 3053 4995 3053 2610 4995 3.98 2.00 2.10 14.66 5.30 1.57 2.71 2.79 3.79. 1.62 0.69 1.37 1.02 0.'15 0.41 1 .60 1 .01 0.90 0.57 1 .69 1300000 1300000 1300000 1300000 1300000 1300000 1300000 1300000 1300000 1300000 0.14 0.05 0.01 0.01 0.02 0.01 0.03 0.00 0.01 0.03 360 360 360 360 360 360 360 360 360 360 0.37 0.20 0.10 0.20 0.17 0.10 0.20 0.10 0.13 0.17 2.58 4.41 11.33 21.24 10.48 17.21 7.7.8 24.33 23.89 5.86 0.19 0.06 0.01 0.01 0.02 0.01 0.05 0.0'1 0.02 0.04 240 240 0.2 0.25 2.82 4.76 12.29 2't.47 11.19 16.34 6.47 28.98 't2.49 5.s6 3:2x10 3:2x10 2:2xB 2:2x8 2:2x8 2:2x10 3:2x10 2:2x10 2:2xB 3: 2x10 Plan: Princeton Date: 4'|.712 Location: SF22B4 LVL Beam Load Parameters Floor LL (psf) Total Floor Load(psf) Floor Span (ft) Total Floor Load (plf) WallHeight (ft) WallWeight (psf) WallLoad (plf) Roof LL (psf) Total Roof Load (psf) Roof Span (ft) Roof Load (plf) Beam Weight (plf) Live Load (plf) Total Load (plf) Reactions & Moment Duration lncrease Beam Span(ft) Reaction 1 (lb) Reaction 2 (lb) Max Moment FtLb Max Shear Lb Max Shear Stress (psi) Determine Size Depth Estimate (in) Width Estimate (in) Cross Area (in^2) Allowable Bending Stress = Allowable Moment = Momemt of Inertia | = Factor Of Safety = Allowable Sheer Stress (psi)= Allowable Sheer Force (lb)= Factor Of Safety = Bearing Required = E (psi) Deflection LL (in) Lload Def. Limit U Allowable Defl ection (in) LL Deflection F/S Deflection TL (in) TLoad Def. Limit U Allowable Deflection (in) TL Deflection F/S Selection RB-1 RB.2 RB-3 FB4 FB-s FB-g FB-10 4g 50 0 0 0 20 0 R8-6 40 50 0 0 n 20 0 40 55 30 825 12 600 837 40 40 50 50 00 00 00 20 20 00 40 40 55 s5 830 220 825 9.6 9.6 160 600 230 835 40 40 40 50 50 50 17 28 12 425 700 300 909 20 20 20 180 0 180 40 40 40 55 55 55 8030 220 0 825 10 18 18 500 560 840 835 718 1323 40 50 2 50 9 20 180 40 55 10 275 12 240 517 1 10 2585 2585 6463 2585 62 40 55 8 220 12.1 160 232 1 16 1 856 1856 7426 1 856 45 11.88 3.5 42 2604 17862 489 2.41 285 7900 4.26 o.71 4 11 1263 1263 3473 1263 38 9.50 3.5 33 2684 11775 250 3.39 285 631 I 5.00 0.48 1 6 2504 2504 3756 2504 75 9.50 3.5 33 2684 11775 250 3.14 285 6318 2.52 0.95 0.04 360 o.20 5.43 0.05 240 0.30 5.86 1 9 3767 3767 8475 3767 91 11.88 3.5 42 2604 17862 489 2.11 285 7900 2.10 1.43 1 6 2504 2504 3756 2504 75 9.50 3.5 33 2684 11775 250 3.14 285 631 8 2.52 0.95 0.03 360 0.206.52 0.05 240 0.30 5.86 1 12.5 4488 4488 14025 4488 72 11.88 5.3 62 2604 26793 734 1.91 285 1 1850 2.64 1.14 1 11 7277 7277 20012 7277 117 11.88 11.88 5.3 3.5 62 42 2604 2604 26793 17862 734 489 1.34 2.76 285 285 1 1850 7900 1.63 3.06 1.85 0.981900000 1900000 1900000 1900000 1900000 1900000 1900000 1900000 o.25 360 0.53 2.10 0.37 240 0.80 2.17 0.11 360 0.37 3.31 0.16 240 0.55 3.45 0.10 360 0.30 3.15 0.13 240 0.45 3.38 0.22 360 0.421.89 0.28 240 0.63 2-21 0.20 0.06 360 360 0.37 0.33 1.85 5.74 0.31 0.13 240 240 0.55 0.50 1.76 3.99 2: 11 718" 2:9 /2"2:9 7," 2: 11 718" 2:9 Tz" 3: 11 718" 3: 11 718" 2: 11 718" Plan: Princeton Date: 41712 Location: SF22B4 GLU-LAM Beam 24F-V4 Load Parameters Live Floor Load (psf) Total Floor Load(psf) Floor Span(ft) Total Floor 1 Load(plf) WallHeight (ft) WallWeight (psf) WallLoad(plf) Roof Live Load (psf) Total Roof Load (psf) Roof Span (ft) Total Roof Load (plf) Beam Welght (plf) Live Load (plf) TotalLoad Reactions & Moment Duration Increase Beam Span(ft) Unbraced Length (ft) Reaction 1 (lb) Reaction 2 (lb) Max Moment FtLb Max Shear Lb Max Shear Stress (psi) Determine Beam Size Depth Estimate (in) Width Estimate (in) Cv= Allowable Bending Stress Area = Momemt of Inertia | = Beam Value for S (in^3) Allowable Moment (1b.ft;= Moment Factor Of Safety = Allowable Sheer Stress = Allowable Sheer Force = Shear Factor Of Safety = Bearing Required = LL Deflection in. = Lload Def. Limit L/ Allowable Deflection (in) LL Deflection F/S TL Deflection in. = Tload Def. Limit U Allowable Deflection (in) TL Deflection F/S Selection FB-11 40 50 18 450 I 20 180 40 55 10 275 24.3 560 929 1 21 1 9758 9758 51227 9758 98 19.5 5.13 0.95 2286 100.04 3170 325 61935 1.21 240 16006 1.64 3.04 0.43 360 0.70 1.63 0.71 240 1.05 1.47 18" x 19 %" 6000 17 1'r.88 plan: princeton Date: 41712 Location: SF22B4 BCIJOISTS Span (fl) Depth Load Paramete6 Floor Dead Load Floor Live Load Total Floor Load Simple Span Joist Duration Increase Joist Span(ft) Joist Spacing Joisl Weight (ptD Joist Loadlng (plD Max Reaction (tbs) Max Moment (FtLb/t0 Max Shear Lb Determine Joist Size Depth = Max Moment 100% (fiJbs) = F. S. for moment = Max Shear 100% (lbs) = F. S. for shear = Live Load (L/360) = Total Load (L1240) = El x '10^6 (lb-in^2) K x 10^6 (lbs) Live Load Deflection (in) Total Load Deflection (in) Live Load F of S Total Load F ofs Selection 10 40 50 1 17 16 2.5 69 588 2499 588 117t8' 3670 1.47't175 2.00 ARA 0.85 305 o 0.36 0.47 1.58 1.82 t1 7/8" 6000 @16" plan: princeton Date: 11712 Location: SF22B4 Seismic Galculations Loading Summary Floor Dead Load (psf) 10 Ffoor Live Load(ps0 40 Walls (Extxps0 20 Walls (lnt)(psf) 10 Roof Dead Load(psf) t5 Roof Slope Exterior Snow Load Reduction Slope Snow Pitch over 20 Rs Reduction L.L.- Reduction Total Load Seismic Zone E Roof LL(ps0 /t0 Roof Dl(psf) '15 W(x) kip W(x)H(x)51 11850(J 26 25a 1443Total Shear (tbs) = Length Roof Floor 2 Floor'l 6 t12 @mbination Seismic ParamateE 26.56 V=Cs.W1.4 40.00 Fa= 'l R= 6.5 tabte 1617.6 Ss= 1.222 Sms= 1.77 eq. 16-1640.00 Sds= 1.18 eq lGlg 55.00 Cs= O.2,tg per eq. t6-49 Adj. Factor 1.4 Cs= 0.1556 Length W(psf) Lb/ft \Mdth W0b)52 23 1196 36 43056 roofwall T1ZO Total Mass Tributary to Roof Levels = 50976 Shear M(lbs) Roof Levets = 7933Length W(psD tb/fr Widrh W(b) 52 10 520 36 10790wall height 9 i4960 Total Mass Tributary to Floor 2= 25750Shear (V)(lbs) Floor Levets = 4OO7 Lengrh w(ps0 tb/ft wdth w(tb) 52 10 520 36 7550wall height 8 egOo Total Mass Tributary to Floor 1= 16350 Shear M(lbs) Floor Levels = 2544 seismic Force Distrlbution*'RoofSections'"- H(x)Roof 23.3t-loor 1 1.0t-toor 2 9.o TolalsV/sum(Wl-Hl) = U.0U62E basemenl sneer wa|| F0orat) Total Load (kips) 1 i.9ngnr sroe 6.ulett side 6.0lront 6.ubad( 6.u o Force Total Sheer Ia2.15yo LAO92419u.uu% 11.9404411/.a5Vo 11.94U441 11194U Shear Wall Load (plf) Not Appltcabte Not Appli€Dte Not Appti€bte Not Appttcabte Shear Wall Load (plf) 213 261) 3b1 2a4 Shear Wall Load (plf)1gti 19035U234 Floor 1 Lateral Force Floor 2 Lateral Force Faool Laterat Force Total seismic Mass = Total Lateral Force = {.) 40u/ r/933 930/6 11940 F(totat) 11 .96.U 6.0 6.U 6.0 F(totat) 9.8 4.9 4.9 4.9 4.9 WAII IJL FIOOT DL 400 500 400 500400 50400 50 Ftoor't sneer watl Total Load (kips)ngnt stdelett srdelrontback Floor z Sneer wail Total Load (kips) nght side lett side ront DACK Shear wail criticat Lengths Front Back Right Left 77 10101010 Length 2a 23 17 21 Length 252514 21 Rool uL uL (ptt) cnttcat | (n) 935 1222 5770 1'112 51 10 373 .t0 110 373 13 calculate uTlft, Force Req'd to prevent oT (tbs)Panef Length (ft) 2 33477 26552893 17a'l3092 27193926 3553 Front Back RightLeft 468 1433 -1011 -3455 668 -1556 -3780 2346 .1600 8543181 2435 1689 plan: princeton Date: 4i212 Location: SF22M y-,l9.f.ld'1S_9d:ytations using Main Windforce{eaisting System (MWFRS}Longitudinal Oirection Wind D6ign Cdicienb P=wind load*exp @efptw P=Design Pressure Horizontal Wnd Load (from tabte 1609.6.2.1(1) Wall Load (psf)= end zone (A) 16.1anlerior zone (C) 1.1.7Roof Load (psO= end zone (B) 2.6jnterior zone (D)2.7VertietWind Load (frcm tabte 1609.6.2.1(1) Roof Load (psD: end zone windward (E) -7.2 end zone leeward (F) _9.9 inledorzone windward (G) _5.2 interiorzone leewad (H) _5.2 Exposure Coeflicient (from lable 160S.6.2.1(4) lw=lmporlane Faclor (from table 1604.5) Expsure R@f Angle (dq)- P=wind load.exp @efplw horizontal wall interior horizonlal wall end zone horizontal roof interior horizonlal roof end zone verla€l end zone windward verti€l end zone leeward verti€l interior zone windwardverti€l inlerior zone leeward .4*Hmean .1"base End Zone Width (ft) htedor Zone Width (fi) Gable Rd Load Fl@r 2 Diaphragm Sh@r Tolal Shear (lbs) Front Wall Length Back Wall Length Fl@r 1 Diaph.qm Sk. Total Shear (lbs) Front Wall Length Back Wall Length 1.29 1.0 90 RoofHFidht A5OL Wail Heigh{ .j9 Truss Span 34 6 t12 26.56 Sine = 0.4472 Minimum pressure Adjusted15.09 15.09 20.77 20.77 3.48 10.003.35 10.00-9.29 0.OO-12.64 0.00-6.71 o.oo-6.71 0.oo 28.a End Interior 2nd sloryEnd Zone Width (fl) 2nd Storylnterior Zone Vvidth (ft) 3.6 28.8 Hip Roof Load End Inleflor Wall LGd End Interior Width Height 3.6 1.7 2E.8 3.39 Area 306 37.44 width Hetght3.6 1.0 24.8 1.00 Wind Load 20.77'15.09 Sum = 10.00 10.00 Tolal Wind L€d20.77 15.09 Sum = Fore (lbs) 129 2351.75 For@ (lbsl 3060 374 3434 2nd SlorFore llffi) Fore (tbt 150 149.54 435 434.68544.215 584.22 For@ (lbs) 0 0 0 0 width endzonewindward 4teeward 4interior zone windward 29 teeward 29 length Wind L@d24.20 FALSE 24.20 FALSE 24.20 FALSE 24.20 FALSE Shear Wall Load€ (ptf) 310 207 shear Wall Loads (ptf) 318 Shear Wall Loads (plf) Nol Appliebte Not Appli€bte Total 19865 Tolal (pl0 tj3 hsement Oiaphragm Sh€r Total Shear (lbs) i3950Frcnt Walllength 10Back Wall Length iO Critical Wall Length (ft)= Frcnt Wall Dead Load (ptD= j222 Front Wall Criti€l Length (ft)= 3Back Well Dead Load (pt0= 1112Back Wall Critiet Length (fl)= 3 Calculate Uplift , Force Req'd to prevent OT (lbs) Penet Lengrh (ft) 2 g 8692 14 17 1249 695 s10 410 '12 -4297 -4087 8-207A -2088 140-89 10-3'187 -3087 Frcnl Back plan: princeton Date: 41712 Lo€tion: SF22B4Wind Loading Calculations usino Main Windforce{esiating System (MWFRS)TGnsverse Direction Wind Design Cdicienb P=wind load*exp @eff'lw P=Design Pressure Horizontal Wind Load (from table .1609.6.2.1(.1) Wall Load (psf)= end zone (A) 16.1inleriorzone (C) 1|1.z Roof Load (pst= end zone (B) 2.6Inlenorzone (D)2.7 2nd Story 149.5366 676.1664 825.7032 Verti€lWind Load (from tabte 1609.6.2.1(1) Roof Load (psD= end zone windward (E) _7.2 end zone teeward (F) _9.8 fnlerjorzonewindward(G) _5.2 interior zone leeward (H) _S.2 Exposure Coefiicient (from tabte 1609_6.2.1(4)lclmporlane Factor (from table i604.S) 1.29 t.0 2nd storyEnd Zone Width (ft) 2nd Storylnterior Zone Width fft) Expure Ret Angle (dq)= P=wind loadaexp @eftrlw horizonlal wall interior horizontal wall end zone horizontal roof inlerior horizonlal roof end zone verla€l end zone windward verti€l end zone leewardvedi€l lnterior zone wlndwardvertiGl interior zone leeward End Zone Width (ft) Interior Zone Width (fi) GaHe Rd Ld Hip R@f Load 10 Roof Heishr 8.5u Wail Heighi 19 Truss Span 34 6 t12 26.56 s,ine= 0.4472 Minimum pressure Adjusted15.09 .t5.09 20.77 20.77 3.48 1o.oo3.35 1O.OO-9.29 o.oo-12.64 0.oo-6.71 o.oo-6.71 o.0o 44.844.a width End 3.6 lnlerior 44.8 Height wird Lmd1.7 20.773.39 15.09 Sum = Area End 442 1O.OOInterior s8.24 io.oo Total 20.77 15.09 Sum = Fore (lbs) 129 3457 4420 582 5002 Fde (lbs)'t50 425.7032 Fore (lbs)000 0 _ Width HeightEnd 3.6 1.0 fnterior 44.a 1.OO widthend zone windward 4 leeward 4interiorzonewindwad 45 leeward 45 lenqth Wind Load 43.20 FALSE 43.20 FALSE43.20 FALSE43.20 FALSE Shear Wall Loads (pl0 249 249 Shear Wall LoadE (plO ShearWall Load8 (ptf) Not Applicble Nol Appli@bte Total 13950 Tolal (plf) 71 Fbr 2 Oiaphr4m Sh€r Total Shear (lbs) Leff Wall Length Right Wall Lengrh Fl@r I Diaphragm sh€r Total Shear (lbs) Lefl Wall Length Right Wall Lenglh hsement Diaphragm She.rTotal Shear(lbs) Lefl Wall Length Righl Wall Length 1243'4' 2525 '19039 23 2A 1010 Critical Wall Length (ft)= Lefl Wall Dead Load (ptO= 373Left Wall Cdti€l Lenath tft)= 1?Right Watl Dead Load {piD:, SitRight Wail Crili€l Length (ft)= 10 Calculate Uplift, Force Req,d to prevent OT (lb6) _ panet Length (ft) 2 aFronl ^81 2O3OEac\ 1738 1SB7 414 340 1--6810121.17^? 1577 1275 973 6711436 1133 831 52g 227 REScheck Software Versio n 4,4.3 2009 tEccldaho Fatts, ldahoSingle Familv nB")lS. faces SO Oeg. from North 7918 6 Owner/Agent: Cody Puzey 208-529-2116 Designer/Contractor: High Country Heating High Country Heating P.O. Box 627 Rigby, ld 83442 208-745-8056 highcountryhtg@gmail.com Compliance Certificate Project Tiile: SF22B4 princeton Energy Code: Location: Construction Type: Building Orientation: Glazing Area percentaoe: Heating Degree Days:Climate Zone: Construction Site: ::Tt"1?::::::ToBefterrhancode r"'ffiThe % Better or worse Than code index reflects how crose to "orpri"n* ti'no,i"r-" o"*o _'#,rll-jrt"""It DoEs Nor provide an estimate of energy use or cosr rerative to a minimum_@oe home. Window 1: Other:Double pane with Low_ESHGC: 0.32 Orientation: Left Side Wall 2: Wood Frame, 16', o.c.Orientation: Front Wall 3: Wood Frame, 16,'o.c. Orientation: Right Side Door 1: Solid Orientation: Right Side Window 1: Other:Double pane with Low_ESHGC: 0.32 Orientation: Right Side Wall 4: Wood Frame, 16', o.c.Orientation: Back Floor 2: Slab-On-Grade: Unheated Insulation depth: 0.0, Ceiling 1: Flat Ceiling or Scissor Truss 32 28 12 JZ 0.6 0.6 585 648 41 104 21 .0 21.0 0.310 0.290 0.310 32 46 1a 0.6 0.0 29.0 585 44 1 139 Wall 1 : Wood Frame, 16', o.c.Orientation: Left Side ComplianceStatement:rne.11gos9obui|dingdesigndescribedhereisconsistent- calculations submitted with the permit applicatLn. rie proposed buirding has been designed to meet the 200'9 rEcc requirements inREScheck Version 4'4'3 and to comply wim irt" t"ro1[ry requirementi risteo in tne REScheck Inspection checkrist. Name - Tifle Project Notes: Job Number: SF22B4 Signature Date Project Title: SF22B4 princeton Report date: O3t14t,l4 Page 1 of4 Data filename: clprogram Files (x'6)\check\REScheck\sF2284 princeton.rck REScheck Software Version 4.4.3 Inspection Gheckfist 2009 tEcc ldaho Falls, ldahoSingle Family Bldg. faces 9O Oeg. from North9o/o 7918 6 D Ceiling 1: Flat Ceiling or Scissor Truss, R-S0.0 cavity + R_29.0 continuous insulatronComments: Energy Code: Location: Construction Type:Building Orientation: Glazing Area percentaqe: Heating Degree Days: Climate Zone: Ceilings: Above-Grade Walls: D Watl 1:Wood Frame, 16,,o.c., R-21.0 cavity + R_0.6 continuous insulationcontinuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall.Comments: Q Watt 2: Wood Frame, 16" o.c., R-21.0 cavity + R_0.6 continuous insulationcontinuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall.Comments: O Watl 3: Wood Frame, 16" o.c., R-21.0 cavity + R_0.6 continuous insulationcontinuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall.Comments: O Watt 4: Wood Frame, 16" o.c., R-21.0 cavity + R_0.6 continuous insulationcontinuous insulation specified for this above-grade wall has consistent R-value rating across full area of the wall.Comments: Windows: E Window 1 : Other:Double pane with Low_E, U_factor: 0.310For windows without labeled U_factors, describe features: #Panes - Frame Type . Thermal Break? _ yes _ NoComments: D Window '1 : Other:Double pane with Low_E, U_factor: 0.310For windows without labeled U_factors, describe features: #Panes - Frame Type Thermal Break? _ yes _ NoComments: Doors: lJ Door 1: Solid, U-factor: 0.290 Comments: Floors: U Floor 2: Slab-On-Grade:Unheated, R_0 (uninsulated) Comments: a a Joints (including rim ioist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are ::ffi;ni'"akage are sealed with caulk, gasketed, weatherstripped or otherwise seared with an air barrier materiar, suitabre firm or fi:ffi::lffi:ffiff:."otton walls between dwellins units, on exteriorwails behind tubs/showers, and in openinss between Project Title: SF22B4 princeron Report date: O3114t14 Page 2 of 4 Data filename: C:\program Files (xB6)\Check\REScheck\SF22B4 princeton.rck D Recessed lights in the building thermal envelope are 1) type lc rated and ASTM E2g3 labeled and 2) sealed with a gasket or caulkbetween the housing and the interior wall or ceiling covering. D 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 installedto maintain insulation application. tr wood-burning firepraces have gasketed doors and outdoor combustion air. tr Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: D Building envelope air tightness and insulation installation complies by either 1) a post rough-in blower door test result of less than 7ACH at 50 pascals OR 2) the following items have been satisfied: (a) Air barriers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled orreoaired. (b) Ceiling/attic: Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are seated.(c) Above-grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier.(d) Floors: Air barrier is installed at any exposed edge of insulation. (e) Plumbing and wiring: Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, orsprayed/blown insulation extends behind piping and wiring. (f) corners, headers, nanow framing cavities, and rim joists are insurated. (9) Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall. Sunrooms: D Sunrooms that are thermally. isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximumskylight U-factor of 0'75' New windows and doors separating lhe sunroom from conditioned space meet the building thermal enveloperequirements. Materials ldentification and Installationl A Materials and equipment are installed in accordance with the manufacturer's installation instructions. o Materials and equipment are identified so that compliance can be determineo. D Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. D Insulation R-values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: A 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 and Testing: D Building framing cavities are not used as supply ducts. D Alljoints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by meansof tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 1g1A oruL 1818 and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanicallyfastened' Crimp joints for round metal ducts have a contact lap of at least 1 112 inches and are fastened with a minimum of threeequally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of thejoint so as to prevent a hinge effect. Continuously welded and locking-type longitudinaljoints and seams on ducts operating at less than 2 in. w.g. (b00 pa). O Duct tightness test has been performed and meets one of the following test criteria: (1) Postconshuction leakage to outdoors test: Less than or equal to 150.2 cfm (g cfm per 100 ft2 of conditioned floor area).(2) Postconstruction total.leakage test (including air handler enclosure): Less than or equal to 225.2 cfm (12cfm per 100 ft2 ofconditioned floor area). (3) Roush-in total leakage test with air handler installed: Less than or equal to 112.6cfm (6 cfm per 100 ft2 of conditioned floor area).(4) Rough-in total leakage test without air handler installed: Less than or equal to 75.1 cfm (4 cfm per 100 ft2 of conditioned floor area). Temperature Gontrols: where the primary heating system is a forced air-furnace, at least one programmable thermostat is installed to control the primaryheating system and has sefpoints initialized at 70 degree F for the heating cycle and 7g degree F for the cooling cycte.Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when thecompressor can meet the heating load. tr a Project Title: SF22B4 Princeton Data filename: c:\Program Fires (x86)\check\REScheck\sF2284 princeton.rck Report date: 03114114 Page 3 of 4 Heating and Cooling Equipment Sizing: tr Additional requirements for equipment sizing are included by an inspection for compliance with the lnternational Residential code. D For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 200g IECC commercialBuilding Mechanicar and/or Service water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: O Circulating service hot water pipes are insulated to R-2. i o 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: A HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: tr Heated swimming pools have an on/off heater switch. B Pool heaters operating on naturar gas or LpG have an erectronic pirot right. tr Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar_ and/or waste_heat_recovery systems. D Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 ctegrees c) the cover has aminimum insulation value of R-12. Exceptions: Covers are not required when 60% of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: D A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the (a) Compact fluorescent (b) t-a or smaller diameter linear fluorescent (c) 40 lumens per watt for lamp wattage <= 15 (d) 50 lumens per watt for lamp wattage > 15 and <- 40 (e) 60 lumens per watt for lamp wattage > 40 following: Other Requirements: a snow- and ice-melting systems with energy supplied from the service to a building shall include automatic controts capable of shuttingoff the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature isabove 40 degrees F (a manual shutoff control is also permitted to satisfu requirement ,c,). 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 visibilityof the circuit directory label, service disconnect label or other required rabers. NOTES TO FIELD: (Building Department Use Only) Poject Title: SF22B4 Pdnceron Data filename: c:\Program Files (xg6)\check\REScheck\sF2284 princeton.rck Report date: 03114114 Page 4 of 4 Window Door 79.00 21.61 0.00 0.31 0.32 0.29 NA Cooling System: di 2009 IECC Energy LU Efficiency Certificate Floor / Foundation Ductwork (unconditioned spaces): Water Heater: Date:Name: - Gomments: Load Short Form Entire House High Country Heating Job: Date: By: sF22B.4 Mar 14,2O14 Vince Byram P.O. Box 627, Rigby, rd 83442 phone: 208-745-8056 Fax:208-745-0817 Emair: highcountryhtg@gmair.com Cody Puzey 3758 Yellowstones Hwy, ldaho Falls, ld g3401 Phone: 208-529-2116 Htg Clg -6 89 70 75 76 14 -H 50 50 62 -31 lnfiltrationOutside db fDInside db ('F) Design TD fDDaily range Inside humidity (%) Moisture difference (g r/lb) Method Construction quality Fireplaces Simplified Average 0 Make Goodman Mfg. Trade GOODMAN Model GMH950703BX AHRIref 2002183 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Room9 HEATING EQUIPMENT 95 AFUE 69000 52440 62 920 0.020 0.70 COOLING EQUIPMENT Make Goodman Mfg. Trade GOODMAN, JAN|TROL, AMANA DtSTt...Cond GSX130241C. Coil Capf3030bx AHRIref 4765510 Efficiency 11.0 EER, 13 SEERBtuh Btuh.F cfm cfm/Btuh in H2O Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 16100 Btuh 6900 Btuh 23000 Btuh 767 dm 0.111 cfm/Btuh 0.70 in H2O 1.00 4366 9788870 calculations approved by ACCA to meet all requirements of Manual J gth Ed. ROOM NAME Area(tr)Htg load (Btuh) Clg load (Btuh) Htg AVF (cfm) Clg AVF (cfm) 235 46 35 127 62 63 8 93 Rooml Room2 Room3 Room4 Room5 Room6 RoomT Room8 604 156 150 250 242 156 45 154 120 1 9900 6953 2232 3383 2248 2688 918 3058 2112 412 317 1145 554 567 76 838 400 140 45 68 45 54 18 62 I lL {} WdghtSOrft Rishrsuite@ universat 2013 13.0.0e RSU2o4z7,GCh ...RtOo"rments\wrightsoflware\Kartchner\SF22B4.rup Calc = MJ8 House faces: E 2014-Mat-14 21:44:42 page 1 TO 1877 47606 6800 920 767 Entire House dOther equip loads Equip. @ 0.94 RSMLatent cooling TOTALS 1877 45746 1860 6891 343 6800 0 920 767 calcurations approved by ACCA to meet arr requirements of Manuar J gth Ed. I tF WfightSofr Rishrsuire@ universat 2013 13.o.os Rsu20477 201+Mar14 21:44:42 page 2...R\Documents\wrightsoftware\Karlchner\SF2284.rup Calc = MJ8 House faces: E Building Analysis Entire House High Gountry Heating Job: Date: By: sF228,4 Mar 14,2014 Vince Byram P.O. Box 627,ld 83442 Phone: 208-74$8056 F ax: 2Og-7 4S_OA|7 Cody Puzey 3758 Yellowstones Hwy, ldaho Falls, ld g3401 Phone: 208-529-2116 ldaho Falls, lD, US Efevation: 4741 ft Latitude: 44"NOutdoor:Drybulb ("F) Dailyrange ('F) Vtbt bulb ('F) \tVind speed (mph) Cooling 89 34 (H )60 7.5 Indoor: Ind oor tempera ture ('F)Design TD CDRelative humiditv (%)Moistu re differerice 1! r/lb; Infiltration: Method Construction qualityrtreptaces Heating 9 15.0 Heating70 76 50 61.5 Simplified Average 0 Cooling75 14 50-31.5 Component Btuh/ff Btuh To ol load Walls Glazing Doors Ceilings Floors Infiltration Ducts Piping Humidification Ventilation Adjustments Total 4.9 22.8 22.O 1.5 14.4 4.0 11623 4796 900 1731 16364 10332 0 0 0 1860 047606 24.4 10.1 1.9 3.6 34.4 21.7 0 0 0 3.9 100.0 Component Btuhlfl3 Btuh Vo of load Walls Glazino Doors - Ceilings Floors Infiltration Ducts Ventilation Internal gains Blower Adjustments Total 0.5 17.2 5.4 0.8 0 0.4 111e 3609 219 957 0990 0343 0 0 0 7234 15.449.9 3.013.2 013.7 04.7 0 0 100.0 Latent Coolinq Load = 0 Btuh Overall U-valu-e = 0.095 Btuh/ff-.F Data entries checked. EL + wrlghtfOtt Risht-suite@ universat 20t3 13.o.oe RSU2o477tu.-\ ...R\Documents\wrightsoftware\Kartchner\SF22B4.rup Calc = MJ8 House faces: E 20 1 4-Mar-1 4 2'l : 44..42 page ,l Component Constructions Entire House High Gountry Heating P.o. Box627, Rigby, rd 93442 phone:208-745-80s6 Fax:20B-74s-o817 Emair: highcountryhtg@gmair.com Job: Date: By: SF2284 Mar 14,2014 Vince Byram Cody Puzey 3758 Yellowstones Hwy, ldaho Falls, ld 83401Phone: 208-529-2116 ldaho Falls, lD, US Elevation: 4741 ft Latitude: 44"NOutdoor: Drybulb ('F) Dailyrange ('F) \A,bt bulb ('F) Wnd speed (mph) Cooling 89 34 (H )60 7.5 Indoor: Indoor temperature ("F)Design TD CDRelative humidity (%) Moisture difference (gr/lb) Infiltration: Method Construction quality Fireplaces Heating-9 15.0 Heating 70 76 50 61.5 Simplified Average 0 Cooling 75 14 50-31.5 Gonstruction descriptions Walls'12F-0sw: Frm wall, vnl ext, 3/g" wood shth, r_2'l cav ins, 112,, gypsumboard int fnsh, 2'16" wood frm Or Area ftr n S all 578 0.065 618 0.065 539 0.065 618 0.065 2353 0.065 106 0.300 104 0.300 210 0.300 2854 0.47 274 3053 0.47 293 2663 0.47 256 3053 0.47 293 11623 0.47 1116 Loss Clg HTM Btuh Eltuhff 2424 10.3 1093 2371 18.6 1934 4796 14.4 3027 900 5.37 1731 0.84 219 1 6364 U-value Bnrh/fl!-"F Insul Ri fle-'F/Btuh 2't.0 , 21.0 21.0 21.0 21.0 0 0 0 Htg HTM Btuhifl3 Gain Btuh n all 4.94 4.94 4.94 4.94 4.94 Partitions(none) Windows 61C:61C Doors 11P0: Door, mtl pur core type Ceilings168-50ad: Attic ceiling, asphalt shingles roof mat, r_S0 ceil ins, 5/g,,gypsum board int fnsh Floors 22A-cpm'. Bg floor, heavy dry or light damp soil, on grade depth, carpetflr fnsh 41 1139 182 0.290 10.5 0.020 1 .'180 22.8 22.8 22.8 22.0 1.52 89.7 A + tTfEht$Ott Rishr-suire@ universat 20i313.0.0e Rsu2o477w\,^ ...R\Oocuments\wrightsoftware\Kartchner\SF2284.rup Calc = MJ8 House faces: E 2O'l 4-Mat-'l 4 21 :44 :42 i sF228,4 Mar 14,2O14 Vince Byram Job: Date: By: Project Summary Entire House High Country Heating Notes: lifJlJ'''"?rtones Hwy, rdaho Fails, td 83401Phone: 208-529-2116' P.O. Box 627, Rigby, td 83442 phone: 208_745_8056 Fax 208_745-0817 Weather: ldaho Falls, lD, US Winter Design Conditions Summel Design Gonditions Outside db Inside db Design TD Structure Ducts Central vent (26 cfm)Humidification Piping Equipment load Outside dbInside dbDesign TD Dailv ranoe Reldtive FumiditvMoisture differerice -6 "F 70 "F 76 "F 89 'F 75 'F 14 "F H 50%-31 gr/lb 6891 Btuh 0 Btuh343 Btuh0 Btuh Heating Summary Sensible Cooling Equipment Load Sizing Infiltration 45746 Btuh 0 Btuh 1860 Btuh 0 Btuh 0 Btuh 47606 Btuh Simplified Average 0 Structure Ducts Central vent (26 cfm)Blower Use manufactureds dataRate/swing multiplier tqutpment sensible load Structure Ducts Central vent (26 cfm)Equipment laient loab Equipment total loadReq. total capacity at 0.70 SHR n 0.9lr 6800 Btuh Method Construction quality Frreptaces Aea (ft'?) Volume (ff) Air changes/hour Equiv. AVF (cfm) Latent Gooling Equipment Load Sizing Heating Cooling 1877 1877 17653 17653 0.50 0.26147 76 95 AFUE 69000 Btuh 52440 Btuh 62 "F 920 cfm 0.020 cfm/Btuh 0.70 in H2O -1376 Btuh 0 Btuh-476 Btuh0 Btuh 6800 Btuh 0.8 ton Heating Equipment Summary Make Goodman Mfg.Trade GOODMAN - Model GMH9S0703BXAHR|ref 2002183 Efficiency Heating input Heating output lemperature rise Actual air flow Air flow factor Static pressure Space thermostat Gooling Equipment Summary Make Goodman Mfg. lrade cooDMAN, Jnrutrnol, AMANA DtSTt...Cond cSX130241b* -' Coil Capf3030bx AHR|ref 47655'tO Efficiency .. 11.0 EER, 13 SEERDenstote coottng 16100 BtuhLarenr coottng 6900 Btuhrorat coottng 23000 BtuhActual air flow 767 dmAir flow factor 0.1 1 1 cfm/BtuhStatic pres.sure 0.70 in H2OLoao senstbte heat ratio 1.00 calculations approved by ACCA to meet all requirements of Manual J gth Ed. jH + wrbhtsoft' Right-suit"@ universat 2013 13.o.oe Rsu2o477M ...R\Documents\wrightsoftware\Kartchner\SF2284.rup Calc=MJ8 Housefaces: E 20'14-MaF14 21:44:42 page I AED Assessment Entire House High Country Heating Job: Date: By: sF228.4 Mar 14,2014 Vince Byram P.O. Box 627, Rigby, rd 83442 phone: 208-745-8056 Fax: 208-745-0817 Emair: highcounbyhtg@gmair.com 3758 Yellowstones Hwy, ldaho Falls, ld g3401 Phone: 208-529-2116' Location: ldaho Falls, lD, US Elevation: 4741 ft Latitude: 44"N Outdoor: Drybulb ("F) Dailyrange ('F) Vi,bt bulb ('F) Wnd speed (mph) lndoor: lnd oor temperature'("F) Design TD ('D Relative humidity (%)Moisture difference (gr/lb) Infiltration: Heating 70.76 50 61.5 Cooling 75 14 50-31.5Heating.9 15.0 Cooling 89 34 (H )60 7.5 Fburly Gazirg Led 13 Fbrd b/ / Enfr Maximum hourly glazing load exceeds average by 43.go/o. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 582 Btuh (pFG - 1.3.AFG) dL + tvfEhttoilry Rishr-sufte@ universat 2013 .13.0.0e RSU2o477rrf,.&A ...R\Documents\wrightsoftware\Kartchner\SF2284.rup Calc = MJ8 House faces: E 2O1+Mar-l4 21:44:42 page 1 Right-J@ Worksheet Entire House High Country Heating P311627, Rr'bv, rd 83442 phon", zog-zrs-goso rar: 208-745-0817 Emair: highcountryhtg@gmait.com Job: SF22B4 Date: Mar 14,2014 By: Vince Byram 1 4 5 Room name Exposed walt Room height Room dimensions Room area Entire House 274.0 ft9.4ff d 1877.O tt2 Rooml 101 .0 ft10.0 ft heavcool'1.0 x 604.0 fr604.0 ft,Ty Construction number U-value (Btuhfft'?-"F Ot HTM (Bt uh/ft,)Load (Btuh) Area (ft,) | or perinieter (ft) | Area (fF) or perimeter (fl)Load (Btuh) CoolHeat CoolHeatN/P/SGross Gross N/P/S CoolHeat n n e s s s 4.94 22.80 4.94 4.94 22.80 22.O4 4.94 1.52 89.68 0.065 0.300 0.065 0.0651 0.3001 0.2e0 |0.065 |o.ozo I1.180 | olvl, llzt--osw l*kl?lF,* I vy I rzr-osw111 F-+161c l*-lllF9.* I c | 168-50ad I'l"o*"'tlllllllltll 18{ 200't94 0 21330 22 101 s07 1284 988 958 570 463 1630 33 9058 87 579 95 92 465 1t3't57 18 0 6 c) AED excursion tzzEnvelope loss/gain a) Infiltration b) Room ventilation 12 35414 5901 15892 't728 0 1 033i(99((4008 0 384 013Internal gains: Occupants @ 230 Appliances/other-Subtotal (lines 6 to 13) r9900 0 U 6891 14'15 Less exlernal load Less transfer Redistribution Subtotal Duct loads Total room load Air required (cfm) 0%oo 45746 6891 0 -oort.Oo/a 0 0 0'19900 0 0 0 0 21'12 0 4s7461 9201 6891 767 19900 400 21't2 235 Right-J@ Worksheet Entire House High Gountry Heating P.O. Box 627, Rigby, rd 83442 phone: 208-745-8056 Fax: 208-745-0817 Emair: highcountryhtg@gmait.com Job: SF22B4 Date: Mar 14,2014 By: Vince Byram I 4 Room name Exposed wall Room height Room dimensions Room area Room2 37.0 ft10.0 fi heavcool 12.0 x 13_O fl156.0 ft, Room3 25.0 fr9.0 fi heavcool 10.0 x 15.0 ft150.0 ft,Ty Construction numDer U-value (Bt uh/ft'?-'F Or I HTM | (Btuh/fr,) |--_r- I tteat I coor Area (f r) or perimeter (ft) Load (Btuh)Area (ft.) | LoaOor perimeter (ft) | (Btuh) Gross N/P/S Heat Cool Gross N/P/S Heat Cool W | l2F-osw'---G161C W | 12F-0sw W | 12F-0svv l__c | 61CL-o I reo W | 12F-0sw C | 168-50ad f I zzA-com 0.065 0.300 0.065 0.0650.300 0.290 0.065 0.020 1.180 n n e s s 4.94 22.80 4.94 4.9422.80 22.O4 4.94 1.52 89.68 0,/'10.t O.t u-a 18.( 0.4 0.€ 0.0 ll'tl;dllllt// lllt 5l 6r 4{ 4i 331 ';i 'Bi tl'il // ,31 oo3 ol o31 3 0l 0|51 667tof 22sol oIIItltttttltltt 43 0 0 0 0 0 64 126 0 6 | c) AED excursion J Envelope loss/gain 'l rorsl ,;l 1339 232'12 | a) Infittration I b) Room ventilation 146t(141 0 'n3 | '3 13 | Intemalgains: Occupants@ 2gO Appliances/other 412 0 subtotal (lines 6 to 1 3)ossgl zzSz 317 I Less external load I Less transfer I Redistribution'14 | Subtotal 15 I Duct loads -Oo/o 00a 6953 l13| | ,,,2-o%l o%l o 4't2 0 0 03't7 0Total room load Air required (cfm)ossrl 1401 412 4€2232 45 317 35 € ...R\Docrments\wrightsoflware\Kartchner\sF22B4.rup carc = MJ8 House faces: E 201+MM4 2t44:422 Right-.J@ Worksheet Entire House High Gountry Heating P.O. Box 627, Rigbv, rd 83442 phone: 208-745-8056 Fax: 208-745-0817 Emair: highcountryhtg@gmair.com Job: SF22B4 Date: Mar 14,2014 By: Vince Byram 1 4 5 Room name Exposed wall Room height Room dimensions Room area Room4 3t.0 fr9.0 fi heaucool 1.0 x 250.0 fi250.0 ft, Room5 14.0 ft 9.0 ft heavcoor 1.0 x 242.0 ft242.0 f t2 Ty Construction I U-valuenumber | (etuhltt.-"f Or HTM (Bt uhift,) Area (ft,) | Loador perimeter (ft) | (Btuh)Area (ft,) or penmeter (ft) Load (Btuh) Heat I coot Gross N/P/s l r"r, Icoor o,o* -T_*Jr- Heat Cool o.+tl o10.281 00.47 | 0 0.47 | 13518.60 | 29 5.36 | oo.47 | ,t44 o.a+l 2so It1lllllltllltllltl n | 4.94 n I 22.80e | 4.s4 s | 4.94 s | 22.80 s | 22.04 w | 4.94_ | 't.sz - | 89.68 i,rulo.3oo I0.290 |o.oos Io.ozolr.reol III 6lVy l12F-0svr/.lL---Gl61C . lW l12F-0sw I vy I rzr-osw111 re|61c I L-olrtco I W | 12F-0sw I c I roa-soao I r lzze-com 3l sl0l 0lroof sz+l i3l *;l 5 1441 7't1l I25ol gaol 2.'l'l lllllltlIll 3l ':?i ";i ;;3fl il il;il'*il"il::q |lllllrrrittllrlllltrrrl lllrllll 48 257 0 00 0 0 zuJ 0 6 | c) AED excursion 17'l Envelope loss/gain rr^f ,o.t 1748 50712 | a\ Infiltration I Oi Room ventitation 110i 0 106,o 500 0 4A 013 J Intemalgains: Occupants@ 23O I Applianes/other 0Subtotal (lines 6 to t3)33831 114!2248 554 14 15 Less external load Less transfer Redistribution Subtdtal Duct loads -00k 33831 1't4! Oo/c ll0l13| | 2248-o%l oor"l o 0 0 554 0Total room load Air required (cfm) |3383 68 '114! 127 2248 45 554 62 ^€& t wrlghtcofts Rishr-suite@ universar 2013 .r3.0.0e RSU2o47z-- - ...H\uocuments\wrightsoftware\Kartchner\SF22B4.rup Calc = MJg House faces: E 2O14-MaF'14 21:44:42 Page 3 Right-J@ WorksheetEntire House High Gountry Heating P O 80x 627, Rigby, rd 83442 phone: 208-745 -8056 Fax: 208-745-0817 Emair: highcountryhtg@gmair.com Job: SF22B4 Date: Mar i4,2014 By: Vince Byram 1 2 4 5 Room name Exposed wall Room height Room dimensions Room arca Room6 25.0 ft9.0 fr heavcool 12.0 x 13.0 fi156.0 ft, RoomT s.0 fi9.0 ft heavcool 9.0 x S.0 ft45.0 tt,Ty I construction I number U-value (Bt uh/ft'-'F Or HTM (Bt uh/ft,)Area (fr) |or penmeter (ft) | LOad(Btuh)Area (ft,) | or perimeter ftf I Load (Btuh) Heat I Coot Gross I trpls Heat I coor Gross N/P/S Heat Cool n n e s s s 4.94 22.80 4.94 4.94 22.80 22.04 4.94 1.52 89.68 0.065 0.300 0.065o.oos I0.3001 0.2901o.o6s Io.ozol r.r eo I 0.47 10.28 o.47 0.47 18.60 5.36 0.47 0.84 0.00 83 'lli 0 0 0t56 0 I ,:91;;l 3lol 0l311 ol III I 0 45 U 0 0 45 45 ol.313lol0l4slslI I 0 0 222 0 0 0 0 68 448 0 0 0 0 0 038 0 6 c) AED excursion 0 59179548739't2 a) Intiltration b) Room ventitation 893 0 8€179 0 013fntemal gains: occupants @ 230 Appliances/other 0 918 0 0 76 subtotat (tines 6 to 13)268€567 14 t5 Less transfer Redistribution Subtotal Duct loads -oo 0% 0 0 02688 0 567 -oo/o 00h u 0 0 918 0 0 0 76 0Total room load Air required (cfm)2688 54 cb/ 63 918 18 /b 8 fG ...R\Do"rments\wrightsoftware\Kartchner\sF22B4.rup carc = MJ8 House faces: E 2o14-Mar-14 2'l:44:42 Right-.J@ Worksheet Entire House High Gountry Heating P.O. Box 627, Rigby, rd 83442 phone: 208-745.8056 Fax: 208-745-0817 Emair: highcountryhtg@gmair.com Job: SF22B4 Date: Mar 14,2014 By: Vince Byram 1 2 J 4 5 Room name Exposed wall Room height Room dimensions Room area RoomS 14.0 fr9.0 fl heaucool 1 1.0 x 14.0 ft154.0 1t Room9 22.0 fr 9.0 fr heaucool 10.0 x 12.O fi120.0 ft2 Ty I Construction I number U-value (Bt uh/ft,- or I HTM | (Btuh/ft,) I Heat I Coor Area (f t2 )or penmeter (ft)Load (Btuh)Load (Btuh) Area (f t, )or penmeter (ft) Gross N/P/S CoolHeat Gross CoolHealN/P/S 0.t'to.i 0.2 o.4 18.€ c.i 0.4 0.8 0.0 4.94 22.804.94 4.94 22.80 22.04 4.94't.52 89.68 o.oos I n0.3001 n 0.065 | e 0.065 | s0.300 | s 0.290 | s 0.0651 wrml : Itltltlll 6lW l12F-osv.lt--Gl61c . lW l12F-0sw I vy I rzr-osw1l |--_Gl61CI r_o l fipo I w I tzr-osw I C | 168-50ad I r I zz+com 1€ 9S 25 't 54 154 18 74 0 9 154'14 3l8elgool Iszol 4l.ll2341 'tt rzsolIIIIII ll:,l 1oerl :!ll:,l 120tl tzoIIIlltlll ,li ..li ,i'31 #tl ;tol ol ool ol ofof 'tB2l 101'l'''l'l llllllllltlllil|ll6 | c) AED exersion 14 147Envelope loss/gain 790255€358012 795a) Inflttralton b) Room ventilatjon 4t C 50((786 | 75 ol ol3lntemal gains: Occupants @ 23O Appliances/other _1 -0o/o 0 0I Subtotat (tines 6 to 13)--F- I Less extemal toad I Less transfer I Redistribution 14 | Subtotal 15 | Ducr toads I Totat room load I Air required (cfm) eaalsosal 8704366 ooa 0l 0 0l 0 .ou8l ,rBol o -ook 00a 0 0 04366 0 0 0 0 870 0'331*3il 43661 87O881 97 ^€h t wrlght=ofts Rishlsuire@ universat 2013 13.o.os Rsu2o477...K\uocumenrs\wflghtsoftware\Kartchner\SF22B4.rup Catc=MJg Housefaces: E 2O'14-Mat-14 21:44:42 Page 5 2nd Story Kuo.rr Kuo "r, RoomT K,u "rt 97 cfm 93 cfmRoomg Job #: SF22B4Performed by Vince Byram for:Cody puzey 3758 yellowstones Hwy tdaho Falls, ld 83401 Phone: 208_529_21 16 High Gountry Heating p.O. Box 627 Rigby, td 83442Phone: 208-745-8056 Fax: 208_Z45_0817 highcountryhtg@gmail. com Scale: 1 :69 page 1 Right-Suite@ Universat 20 13 13.0.09 RsU20477 2O14-Mar-14 21:49:12 ...e\Kartchner\SF2284 princeton. rup I _-z-G-. nF\.V Main Floor 36'-0" 24 x8 23 cfm r 14x3.25 Job #: SF22B4 Performed by Vince Byram for: Cody Puzey 3758 Yellowstones Hwy ldaho Fails, td 83401 Phone: 208-529-21 16 High Country Heating P.O. Box 627 Rigby, td 83442 Phone: 208-745-8056 Fax: 2O}-745-OB1Z highcountryhtg@gmait.com Scale: 1 :68 page 2 Right-Suite@ Universal 20 13 13.0.09 RSU20477 2014-Mar14 21:49:i2 ...e\Kartchner\SF2284 princeton. rup Duct System Summary Entire House High Country Heating Job: Date: By: sF228.4 Mar 14,2014 Vince Byram P o Box627, Rigby, rd 83442 phone:208-74s-80s6 Fax 2og-74s-o817 Emair: highcountryhtg@gmair.com 3758 Yellowstones Hwy, ldaho Falls, ld g3401 Phone: 208-529-2116 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 in H2O 0.70 in H2O 0.420 10.280 in H2O 0.097 in/100ft 920 cfm Cooling 0.70 in H2O 0 in H2O 0.70 in H2O 0.42010.280 in H2O 0.097 in/100ft 767 dm720 ft Rooml Rooml-A Rooml-B Rooml-C Room2 Room2-A Room2-B Room2-C Room2-D KOOmZ-E Room3 Room4 Room4-A RoomS Room6 RoomT h 4975 h 4975 h 4975 h 4975 h 115S h 115€ h 115€ h69 h69 h69 h 2232 c 572 c 572 c 554 c 567 h 918 c 838 c 870 100 100 100 100 23 23 23 23 23 23 45 34 341 451 541 181 ozl 881 59 59 59 59 8 I 8 8 8 I 35 64 64 62 63 8 93 97 0.107 0.106 0.100 0.179 0j29 0.1 30 0 0 0 0.105 0.097 0.098 0.111 0.167 0.241 0.104 0.150 6.0 6.0 6.0 0 0 0 6.0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 ShMt ShMt shMr ShMt ShMt ShMt ShMt ShMt shMt ShMt ShMt ShMI ShMt ShMt ShMt ShMt ShMt ShMt 37.0 22.0 55.0 42.0 10.0 15.0 13.0 0 0 0 36.0 47.0 52.O 23.0'11.0 14.0 39.0 30.0 355.0 375.0 365.0 345.0 225.0 310.0 310.0 0 0 0 365.0 385.0 375.0 355.0 240.0 160.0 365.0 250.0 st4A st4 st4B sl4 st5 st4 st4 st4A st44 St4A st4 ,a*ril- wflghFofr Right-suite@ universat 2013 13.o.oe RSU20477 ...R\Documents\wrightsoftware\Kartchner\SF22B4.rup Catc = MJ8 House faces: E 2O14-Mar14 21:44:49 st4A st4 st5 st4B st1 Peak AVF Peak AVF Peak AVF Peak AVF Peak AVF 280 728 8 59 744 470 727 35 150 765 8x 12 8x20 8x 12 8x 12 8x20 rb4 rb2 rb6 rb1 rb5 rb3 62 54 64 540 113 88 295 200 222 570 515 307 3.25x11 3.25x14 3.25x14 3-3.25x14 3.25x14 3.25x14 Peak AVF Peak AVF I JL q+ l|Ufbht3oil? 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