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Home My WebLink AboutALL DOCS - 14-00180 - 582 East 4th South - SFRCITY OF C"ttifi""te of Occupancy GitY of Rexburg Department of Gommunity Develofl"n'--".1 H. lst E' I Rexburs' lP:-ttlil '^', ,no* 1loai35e-3o2o r r"i tzo'l) tw Building Permit No: ApPlicable Addition of Code: Site Address: Use and OccuPancY: Design OccuPant Load: SPrinkler SYstem Required: Name and Address of Owner: Contractor: Special Gonditions: OccuPancY: 14-00180 IRC 2009 582 East 4th South 582 East 4th South - SFR N/A No SDH Construction 1825 MidwaY Ave Ammon, lD 83406 ShaY HigleY Construction Residential, one-and two-famity = 2'229'OO sq' ft' Utility, miscellaneous = 458'00 sq'ft' Unfinished basement (all use group) = 683'00 sq'ft' This Certificate, issued persuant,. .,n" :::irements of Section,109 of the lnternationat Building code, cerlifies that, ur ti" tir" of issuance',"ri,"'"iri,ia,rg or that portion or the buirding that was inspected on the o"ni,rL'i*"rs rouna a iii, ""ii:,iince witn ii"i"q'ii"^ents of the code for the group and division o, or*i;nry and the ui" ror which the propisea o''"'pu"y was c/assified' Datec.o.lssued: 10 I o1 I 2014 @ G.o. fssued ov. @ Building Inspector: rhere sha* be no rurther change in the.existins:ffi"1"*m'H:,t$:lll?.:"Jll,:t"fff"11'il"*:Y$:lTn"'' il;;;il.; "r additions be made to the buildrns ( - \ tlJ t,l Plumbing fnspector: " \ ' ) '4-l( v'- ,licWorks: nla I ttra Electrical Inspector: P&ZPublic Works: nla "ppiou"o said future changes'Fire Alarm:'. \ Jljt/ Mechanical Inspector: t\ )' ' !'' l!;- Fire Dept./Sprinkler: nla I n/a CITY OF JEC am ei u\ F<lmitY A m nt uni tY RESIDENTIAL BUILDING iiJtJE, RE*BURc' ID 83440 ITJ;:ffiMBER _ _(wevi,,n;"'u,,:: :::,:, ?_ r"o:ro :* f\ ,,,^, r ":,* \{ ir r.,l t$'l&k.\._uNtr# *l--t1l'CIf:KJ+ *"" PERMIT APPLICATION (Addressing is based Drvelling tJruts:- pFroNE #: I{ome *---*****;:;:o ffi,,tt}}lil-{-*"r"'l! t.) '"tt" S14 Li\\:'Nl.i{ hl,{ll'l}'lc 'tf:Uffriss'- \t ? fr I} t lir-. B***P SUBDIVISION: i*:-=.--"** tUhir:ffi;-*5tr t1-3eS!$enie:' -;*:*- p 35d.$$ ^ooup.u.*,**t * r.*m-"t -A* "*ttt"fury?-s'rt'rri ?P zt :Home "lro ll+ ' ,' '*,..i *,,t falsc {nrr! t'{ ^t "t l;H;;;.r-p, tr, 180 days' .+- 'r.,u,h.\ttl,lt 180 t''rr'|t!'unntt voro u wur^ '-'"r" -- *t'''"""'\;'*,lJ'f,.. *..- '" o,r're *,t1"rirl"g "PPlicaot to act 2s @thrisaPPlication) APPLICANT INFOR]T{ATION : PHONE #: Horne pr'n fees "," ooo-*-*"ofri' "od "" n"ut" Tu,il$S'f:;Fi'li:i::'-:ffi1iil"*JJi:ro"" oo."r."*' -" :tv t"""Tf;,H'J:1"ffJ:ffi:ff ffi;iing p.,mit' a'" 'oi **Building Permil Feee are :'lj,Iix@CtTY OF REXBURG A fi B tk 4\ Fa m iIY Co ntm u n i D' 35NldE Rexburg, lD 83440 ProPertY Lines Each site plan that rs submitted to the city of Rexburg for the Building Permit process requires that ProPerty lines are shorvn accuratery, It is the Developer,s responsibility to correctly identify on the site plan the location of these lines in reference to the pubiic dght-of-way, :rn., acli.ining properry lines, the street' other structure$ and aii utihty tnes. The Developer should find property pins that arc stin availabre at the rot in question' If these pins do not eist or have become unrecognizable then a new survey should be perforrned' Accurate propeffy line information is a must for a tirnely review. In addition to finding existing properry pins' legal .escriptions should be checked. The best way ro identify pfoperry line rocadon is with a land survcy' The city of Rexburghasaerialphcltosandaparcellinelayerthatcanbechecked,buttheyareorrlyatoolandafenot guatanteed for accuracy' If you want to fequest a copy of your lot, see the front countef at the Community DeveloPrnent DePattment' I have read and understand the above requirements" * I") ,, ..Date tr Owner t'i' Signature lu.y' ""..r*_-) ,\be*l ihrt\s '?or n Builder Printed Name BuildingCieifebortment- CitY of Rexburg 35 N. 1$ E', Rexburg, Id 83440 Phone - (208)359-3020 / Hod"" - (205)372-2344 /Fax - Q08)359-3022 O\\NER'S NAME' to* ":l:tliY:LJWI\-Dr\ r r\/u'r" PROPERTY ADDRI ov'usn coNrACr P19IE OV'XEN E,MAIL ADDRE'SS {:t^rY 0l' REXSURG{9t An*r/*r! ibniiY f,ivmrnaniI Permit# n APProved for temPorary Power ! APProved for Permanent Power Fax ' t'tl 'AI-E|' l tttrJtY-rRequtrcattt Electrical contractor,s Name Quinten Bair Business Name Grizzly Electric -city Riguv t tatetD zip$aa2 Addfess 3982 E 170 N Cell Phone (208) 520-5225 Business Phone ,::,xxi::;y-!:i:,f'T.*'':il':':8i;;;;';:i;:;;';#:I;;"#':;:;:'::;;:iffi;;'));;'^"'* ins'|atta'ii'ns lii i,:Ei6 ),:,,::'{r{:{l{ * *" *,^^^,,ffi? ;J,l * $2g9 :_l _ : B*ffiiilf"' "'::':: ^.ilffirgq' ;Y,'1d: u small works 1cor,*llro^ oNL\): $1b'f.. fr, *ork nor .*.."a;g'$i00 i,'ro" and nor involving a change m service connections' Does NOT require inspection' RESIDENTIAL New: single Family Dwclriag, iacludiag an buildiags with witiag baiag consuucted oa cach ptopcttT' (Bascd on liuiag spacc' seedertntaonbctow) t 1,:91 to?':9::1:: Ii??'J*"ifi"r:\,(oo 'q rt - $130 o :,ior to 4'500 :fjl^.$125 ; z.iot to 3,500 sq ft - $260 ; over 4,500 .q rt $izi prus $65 for each additional 1,000 sq ft. or ffit"" ,ir.r*ris,s + ($65 x # of additional i.OOO ,q ft' oi Pottrett ther-t-q0)' r-tffiazctotsoalY)Ncw: MuIti-Fa^'*#:" , oz( -^*,,-it. /$130 x # of buildings) + ($65 I # pJ-units)"-"'"-- ouplerApartment $260 ^- ?o -". h'ildins Dlus $65 per unit: ($1?0 * # ?f b,*St:tti:'t';Hffi -". n Three or "r"t;;;ji-rrlly o*.r,-$r30 per burlding ry:1.65 oer unit: ($130 x # of b "f;fl i..-'XliiJ"";ffiitll.tf :;,ii*#ffi*l;H:?iliF."-':'l-"Hi''f'KHi;ii'11"1*5i' n central n"uti'g/cooling system;'ffi-in"JNoT;;:;;J;;;;;Fvtr;"""1t with no additional NTNCTRIC'LL - Y":T.t"ot Tubs' and Swimming Pools: $65 fee for each trip to mspect ru-p,-v"i"a i:t:",??i"*t" EGS|:;T'!"200HI n$130 over 200 HP I $65 uP to z5-t MISCELLANEOUS n Temporury Lonrar.rction Services oNLY: 200 amp or less' one location (for a penod not to exceed 1 year) - $65 I Tempo'"o;;;;t;ent: $65 fee plus $10 per ride' concession or generator llrrigationMachine:$65forcenterpivotpi,,s$l0Pertowerofdrivemotor ; T.Jht itul Service: $65 Per hour tr Plan Check $65 Per hour tr rlalr v'!v'' r - - ; Requested 1"'n"::]:*j,::,t intended ror human habitation *h,:h -"1,1:1'^:"::)5;ffi:jil:'.:n-n eatiog' cookrng' :":li tr"":,:in.1.".'}l*;1-.'*1irX1]'JlL,,lt!l'i:"#fr'ilffi;;';;i;'o"'id""d part orthe 'iving space bathing, washing, recreauon' ELE-C-31836 x1131115 April 18,2014 DateQuinten Bair --=-- Sis.,ator" o f Lr."nte{99ffS* ilI.-. *-ber &;IP'1]$ oo Y Ot' uilding SofetY DePcrtmgnt- CifY of Rexburg Permit# REXBURG ,l,th'rirui liytrifu {j/xfl lfi lry 35 N.l" E., Rexburg' Id 83440 OVAJE,R'S NAME SDH COI-S]TICIIOJT PROPERTY,q.OP@ OVA{E,R'S CONTACT PHONE O\XA{ER'S E,MAIL ADDRESS ff nrq"itrdilt Mechanical Mechanical Conffactor's \l2ms Dennis Hayden Business \126s Dependable Heating -ciryxg!y. 5.u1s ldaho ZiP$4az Fax Addfess 3851 E 22 N Cell Phone (208) 821-7520 Business Phone p,snail dependablehvac06@yahoo com New: Muhi-Family Dwelliag (Coamctots Oaly) il DuplexApartment$260 042^6a+L.,,ilAinonlus$65perunit: ($130x#of burldings)J ,::,,xx::f::*!:i:f,t#i,:H,:,"#i;;;:,;:n:;Ii::;::;l;:',fr,::;"ffi;:i,tr;;:)"*;';;-^*'',' i,'i i il),i r,'r r, i"l * i tl n e n r i o n e d e lx uh en o n I h i s't', m )', r up to sro,ooo (total cost of system ,. o:^'1.* 60 = $ ! Between $10,001 - $100'000 t tt"tffi" "f tV"""'- 19f9Ot x 0'01) + $260 = $ nover$100,0011ft"tffi"r'ilt"--roo'oob)x0005)+$1'160=$ RESIDENTIAL Ncw: singre Fam,y Dorelriag, inctuding alr buildings with witing being coastucted oa each property' (*Based on liuiag space' 'r'*"i"ilia"" betiw) o 1 ,501 to 2,500 sq ft - $i 95-- - ! Up to 1,500 sq ft - $i30-^ I f ,SOf to 4,500 sq ft - $325 : 31:l ;:'3f:l ;: [:;1113, u" 1;:;;'l iff;":illl'13ffi:j:,1 ffi'J;;l"i,Tl,o"" ".,."' il Duplex APaftmenr lr-," .. .. 04 2^ ^-* L.,,ilAino nlus $65 per unit: ($130 x 7+ ot ouuqurs", ' '.-"- " -- :iffi [?ffi::;*m:i,^1fi'"iil,*3:?'^Htlfi'1'"'J*"iao;'*r'astopfi 6E]t'$top.' **FfVAC equipment teing installed ,rp to thl-maximum of the corresponding sq' ft' of the building f$OS i fSro x + of n.tures)) MISCELLANEOUS n Plan Check $65 Per hour I Technical Service: $65 Per hour n Gas Liner $65 ! Water Fleatet RePlacement: $65 r Requested Inspection: $65 tt( ^^-i-cnerr n Firepla""/ioni Fuel Butning Appliance: $65 per inspectron *Living Space - space within a dwelling unit intended for human habitation which may.rea'o:'bly b."^lP zed for sleeping' eating' cooking' bathing, wasirrng, recreadon, and sanitation ryf:f in ,r'f-i'htd-basement is coniidered part of the liviog space' **E,126ples of HVAC Equipment-furnace rePlacement' solar' water heater' etc' April 18,2014 HVc-c-1164 *9!::!15 sie'u*. glL':_._191199$1T9::*F"t" number & ExP' date grilOin g Sofety DePir!.1ent- CitY of Rexburg Permrt# ***xx*x****xxx\$(21s1 Metet size: RI,$*tJLlS .,lnrcrirvl lionii {.o*awtlY 3sN1" E., Rexburg, Id 83440 OVA{E,R'S NAME SDH COJ'-SJT9CIIgI PROPE,RTYEPO@ Water Meter Quantiry: Requircd!!!Plumbing Plumbing Contractor's lrl2ms Michael Spears Busffressiness Name The Plumber' lnc ldd1s55 PO Box 2195 ciw fdaho Falls state lD zip6Jqvc cell Phone (208) 851-1140 Business Phone (208) 851-1140 1s gfeater Scwcr & Watet n$3SSewerLrnen$38WaterLinen$65Sewer&Water-ifinspectedatthesametrme I $65 St*t' to"'iu'oo"a t"tat' house (change from septic to city) MISCELI-ANEOUS I Plan Check $65 Perhour r Technical Service: $65 Per horx I Gas Line: $65 c Vater Heatet RePlacement: $65 I Requested Inspecti""':$61^. ^ L -c^^^:F^l;c/7nnes) 83403 '; 'n*;;;:'t+Yil'o;:f':';'i';n'f;;;i;riffi;;:?'ie;***ins'ia'|/a'/i'ns (Iniludes lhe rosl oJ mafena,rs t , . rt^:^ {^@l' ,)1, *"iirt,,, nentioned eheaherc on this Jomt)' (!'ral cost of system ,< o.o^?l 60 = $' ; UP to $10,00; si*".,, sro,'oor - $100,000 l'ffi:fi6 Y8?,iul = u tr Over $100'00 RESIDENTIAL New: single Family Dweriag, iacludiag arl buildings with witing bcing constuctcd on each prcpetty' (*Based oa liuiag spacc' 'r'J."i.iia"" beliw) E 1,501 to 2'500 sq ft - $195'""--:.-],iJi:lr:8ffi;;-]i:qr ^.r r ^r. ^AAi,inn,r 1 000 sq r'sot to o'uoo'.oiliJ'fu,uru x # oradditional nover4,500sqrt'$:zsplus$65foreachadditionall,000sqft.orportionthereof($| 1.000 sq ft' oi Portjp-n thereqf-)-') -r-t N "*, Mrt$-iy Dwelling (C onm ctots uatyl ; DuPlexAPartment $260 n Three or more ,rrrrj-rl'y units: $130^ger burlding plys $:,s^per unir ($130 x # of buildings) + ($o5 x rr or ur4'v n Existins Residence, T9 D",:i"^h:*:*f"T::.;.*'-i'io'p"tr**I" "p to the maximum of the corresponoms - ;;. ?;. o? the buildiog ($65 + ($i0 x # of fr-xtures n Giay'Ufater Systems: $130 n^--:^-. {/.( ; ;;J";i.i"r.i.tt/nackflow Device:-$65--.. {/.{ ror sewer and' :$:*,1x1#:Tff s.:,ffi:y*,t*m$t;,::!'iffi HJTi-'H'#liffi ,n*kerhead,whichever : ;;ffi"i""*tit"i*' guu * ($1ox# of manifolds/zones) ichmayreasonablvbeutil >oking' xliving Space _ .pu.. *r.ii u ;;"*r* ,.r.ri irr,"r,a"J ro, *-"" habitation which may reasonably be utilized for sleeping' eatlng' c( bathrrng, washrrng, ,""r"uool-r, uJ ,urritition p.,,pot"'i i" ""f-itft"a basement is consideted part of the lirtng space' PLB-C-11430 x713112014 April 18' 2014 DateMichael Soears SiEnarure o f Lrc ense d -C-"-lg1":9l**** I-t..*. number & Fig,** i"i a! r,{;'{,,{ t+!t;t"li f iil i;rii:.iiii-r : i i:li iii: .'i;1,ili"r:'iiiii :il...lii i iilt ':li'i:r :;' iiirl iliil rri;i Date: o5t::t^2:14 ReceiPt #: I ot I --I ,ilv :,.,:,i i ii!: il:'i. :rt:l; ii:i:i:l'j "i .iiii: :, : '.:; ;11 : 6iEllo,n south - sFR AdOi.rr, 582 East 4th South Perqit #: Permit TYPe: 14-00180 BLD-SFR i.;i.::,' liilili r'r i iri-"li : .,iii',1':i:f- ir'Liiiii ; l!'i,itl:,;'"' I. i!i'i' ii i: "i::i, i01 - 4500 sq ft 35oo;q ft soitJbs31 ic tt 'ater meter ew Fee 2822010 )ssizti' /ad2212 )sCiil|''ziubio 'roSaddo 'iCessoo )sizizo oisssoo ssi4zso 3335500 3434630 ' zgaz211 BPD ELP MP PtBit''wtlfPCr I iirov prrrriv'elic.' - PIF ulwccoH Srr WccoH'ep -500.00 325.00 260.oo ioo.oo iii.oo is; oo 888.00 ibz so'1217 00 1,419.00 i,oza oo 1,860.00 t,gzs.sg ii: Lr .i'i ii R.WATER VB-BLDPERM water :ode material Building Permit - VB AnYt Please contact the Building Depar ;oiii-ig+ i to' ru rth1l uestion s atE ir,i' MAY052014 cr@ 24 Hour Notice for.insPections-- ;;,, insPection hotline at (208)s72-2344 ***creditcardpaymentsareaccepted'butaresubjecttoa3%conveniencefeeonpaymentamountsover$500*** I https : //www4lessbillpay' com/utils/printerFriendly'php press Bill pay - Transaction Details ; It Print - Glose t t l1'(lt- ITEXBURG i\|J 1rr:, r:,.r';.rrrrrrlll I :t'r"'"rrr'iItt Account # 14-00180 Electrical Permit Billing Information SDH Construction SDH Construc'tion .83401 City of Rexburg 35 Northlst East Rexburg' tD 83440 Transaction Details i;;"ti* oltai6fravr""nt to clY9ll9l95t---- --'--- -:: iri"l iixx:xxxx'xxxx{853 Status:Successtul - --..- ".o:Y:'i::--- ' auantitY ltem Amount Extended Amount s65'00 T}TAL: S6s 'oo Transaction taken bY: amanda $65.00 5t8120142 : ;1. .i:;'i;i i 'ji. i. t:: ! .-ri i ::'Lll - iii; ;.i ':ii"l tG wnitY Date: ReceiPt #: 0413012014 1803 il2Fastath South - SFR Fermit +: 14-00180 Permit TYPe: elo-srn 582 East 4th South Please contact the Buitding Department at doi[i:isat to' further questions about this ' receiPt PAID APR 3 0 2014 CIW OF REXBURG 24 Hour Notice for insPections Call insPection hotline at (2081372-2344 ***cred* card payments are accepted, but are subiect to a 3% convenience fee on payment amounts over $500*** 1 14-00180 582 East 4th South Office CoPy 00-90-tr . 00-90-8I !:Pi I!!Ea;3 !iFi IE" 5; !i$ l!:qi I 3 T !ssl 3$ diE tbi f;=e5 s$;5'E;6{sISn ;HE5dFo9 :H!$e€e is$ E E i H*,3 b p €P $ltEigg Ol[ < E {i ZlJ.id{ oA oJ zIolu A ILrt)IL uotr ILrtL s O:$rt, -nn :cD:<(:c C:-J:0U:<>:t!f:O o{oI J FoF I I, ttJ tu:iiii!${:E i oE tX b-g s +ioxd:! --9! 5:-333F o N .ri l e n 55= ggh! 3 *:9 iG-{lJ $: Yi 6itr6Ei^q tFFSJ^r YE L i 5 ! 5iq tHE$" $llr$,$ $' Eiiii fr$ - .u** !i$F* l;iittgFPg[Iii$$$u$33t$$ttt$$ iiiEi l'ritil $l5ltl al ll -l LItl rn qd $$BHodHg $E$gH$ ifEiE suES$Es =a,.= .! ""sa t:I:Ta aE a E l !t i r ! !cs6 ^i:*ta "89= -F t .o 3 lg gag:.9:x6x'; 8i ild{E'gs il:ES cg,i FtF $ ;gEB3 g t:g <ae ilini tiiiii - , REScheck Software Version 4.4.4 t {I Gompliance Certificate llt- Project Title: 582 Energy Code: Location: Construction Type: Proiect Type: Conditioned Floor Area: Glalng Area Percentage: Heatng Degree Days: Climate Zone: Permit Date: Construction Site: E 4th S Canyonview estates 2009 tEcc ldaho Falls, ldaho Slnge-family New Construction 2,885tt2 1tYo 7918 6 Owner/Agent:Designer/Contractor: Compliance: 1.2% BetterThan Gode Maximum UA: 326 Your UA: 322 Ths c6 Botter tr worBo Thm code lndex eltsc& hil de b ffpliare fie hos is b*ed o code fadeoF rules.It BOES NOT pm:de an estimle ot fiorgy us s ct relatire to d mlrimuneoe tsnc. Envelope Assemblies Wall 1: Wood Frame, 16" o.c. Windorv 1: Vinyl Frame:Double Pane with Low-E Door 1: Solid Basement Wall l: Solid Concrete or Masonry Wall height 9.0' Depth below grade: 9.0' Insulation depth:9.0' Wndow 2: Vinyl Frame:Double Pane with Lov-E Name - Title signature 1,490 2,359 1U 40 1,398 78 39 123 0.320 52 0.390 16 67 0.320 25 Complianca Slatement: The proposed_building design described here ls consistent wlth the bulldlng plans, specifications, and other calculationssubmitted with the permit application. The proposed -building ha.s be6n designed to meet the 2009 lEcc requirements in REscfieck version 4.4.4 and tocomply with the mandatory requirements tisted in the REScheck Inspecton-checklist. Ceiling 1: Flat Ceiling or Scissor Truss ProJect Tifle: 582 E 4th S Canyonview estates Datia filename: Untitled.rck Report 0/.l0ill4 Page 1 of 1 T|||ONITINO York Engineering Inc. Structural C alculations Anderson Residence 582E.4 S. Canvon View Timpanogas Copper Creek Homes 1825 Midway Ammon,Idaho 83406 April 18,2014 Structural Calculations For: Copper Creek Homes Plan #: Timpanogas Location: 5828.4 S. CanYon View From: York Engineering Inc. 2329 W. SPring Hollow Rd. Morgan, Utah 84050 (801) 876-3501 Design Criteria 2012 IRC: RoofLoad; Roof Live Load (PSF) 40 Dead Load (PSF) 15 Floor Load; Live Load (PSF) 40 Dead Load (PSF) 10 Seismic Zone: D Wind Speed: 115 mph ult. Exposure C or 150 mph ult. ExPosure B April 18,2014 Material Properties & Assumptions Concrete (fc'): 2500 psi(found.) to 4000 psi (susp. slab) Concrete Reinforcement: ASTM ,4.615 Grade 60 & Grade 40 Site Conditions: Dry & Stable granular based, 1500 PSF Bearing Capacity, Granular Based Backfill (KH=35 pcf),Slope not to exceed 20Yo,Setback from slopes is minimum of 25' Dimensional Lumber: Hem or Doug Fir #2 & BTR Steel: ASTM ,4'36 Use Simpson straps and tie downs, and meet nailing, reinforcement and other structural requiremints 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 supplier. This engineering assumes that the building site is dry and stable, a high water table or adverse soils such as plastic clays, fills etc. could cause fuiure flooding, settlement, site instability, or other adverse conditions. Verification of and liability for the soil bearing pressure, site stability, and all other site conditions, including site enginelring as required, is the responsibility of others. These calculations and engineering are for the new building structure only and do not provide any engineering analysis of or liability/warranty for the non-structural portions of the building, or the site itself. York Engineering Inc. does not assume the role of "Registered Design Professional in Responsible Charge" on thir 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 shall be sheathed withT/16" APA rated structural wood panel. Block all horizontal edges I Vz" 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 il0NrrIN0 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: l. Contractor to verify all dimensions, spans, & conditions and notify engineer of any errors, omissionso 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 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 connectors/hangers. 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 2012 IRC. I l. Use balloon framing method when connecting floors in split level designs. 12. Nail all shear walls to floor joist using 2: l6d 16" O.C. Add additional floorjoist as reqd. 13. Provide joist and rafter hangers as per manufacturers' specifications. 14. Foundation steps shall not exceed 4 feet or Vzthe 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 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 Plan: Timpanogas 1427 Date: 16 April 2014 Location: Anderson, 582 E. 4 S. Canyon View Footing Calculations 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 widrh (ft) Width (in) Height (ft) Height (in) Weight (kips/|ft) Area per lft Soil Specs Density (pcf) Soil Pressure (psf) Weight (kips/|ft) Building Loads Roof span Roof (kips/|ft) WallHeight (ft) Wall Load (kips/|ft) Floor span Floor Loads (kips/|ft) Total(kips.lft) Calculations TotalWeight on Soil (kips) SoilLoad (ksf) Required Footing Width (in) Required Footing Depth (in) back front left 150 150 2500 2500 33 4.00 4.00 48 48 0.67 0.67 88 0.40 0.40 1.50 1.50 18 18 0.83 0.83 10 10 0.19 0.19 1.50 1.50 right interior 150 150 150 2500 2500 2500 333 4.00 4.00 0.08 48481 0.67 0.67 0.67 888 0.40 0.40 0.01 1.50 1.50 1.33 18 18 16 0.83 0.83 0.83 10 10 10 0.19 0.19 0.17 1.50 1.50 1.33 125 1 500 0.21 34 34 0.94 0.94 10 10 0.20 0.20 18 16 0.45 0.40 1.59 1.54 2.17 212 1.45 1.42 16 10 1E 10 125 1500 0.21 125 125 1500 1500 0.21 0.00 4250 0.11 0.69 0.00 10 {0 12 0.20 0.20 0.18 2232 0.05 0.05 0.80 0.36 0.94 0.98 0.95 1.53 1.16 0.63 1.02 0.87 125 1500 0.21 1E 10 lE 16 10 10 Plan: Timpanogas 1427 Date: 16 April2Ol4 Location: Anderson, 582 E.4 S. Canyon View Sawn Lumber Load Parameterc Floor Live Load(psf) Floor Total Load(psf) Floor 1 Span(ft) Total Floor Load(plf) WallHeight (ft) WallWeight (psf) WallLoad(plf) Roof LL (psf) Total Roof Load(psf) Roof Span(ft) Total Roof Load(plf) Beam Weight (plf) Live Load (plf) TotalLoad (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) Width Estimate (in) CF= Area = Momemt of Inertia I = Maximum Bend Stress = Allowable bend Stress Factor Of Safety = Allowable Sheer Stress Max Shear Cap (lbs) = Factor Of Safety = Bearing Required = E (psi) Deflection LL (in) Lload Def. Limit U Allowable Deflection (in) LL Deflection F/S Deflection TL (in) TLoad Def. Limit L/ Allowable Deflection (in) TL Deflection F/S Selection RB-2 40 50 0 0 0 20 0 40 55 34 935 4.4 680 939 1 3 1409 1409't057 1409 7.25 3 1.20 21.75 95 483 1020 2.11 180 2610 1.85 1.16 1300000 0.01 360 0.10 9.99 0.01 240 0.15 {0.85 2:2x8 RB-3 40 50 0 0 5 20 100 40 55 22 605 4.4 440 709 1 4 1419 1419 1419 1419 7.25 3 1.20 21.75 95 648 1020 1.57 180 2610 1.84 1.17 1300000 0.02 360 0.13 6.52 0.03 240 0.2 6.06 2:2 x8 RB-4 40 50 0 0 0 20 0 40 55 34 935 5.6 680 941 1 5 2351 2351 2939 2351 9.25 3 1.10 27.75 198 824 935 1.13 165 3053 1.30 1.94 1300000 0.04 360 0.17 4.48 0.05 240 0.25 4.86 2:2x10 FB.1 40 50 32 800 0 20 0 40 55 0 0 4.4 640 804 1 3 1207 1207 905 1207 7.25 3 1.20 21.75 95 413 1020 2.47 180 2610 2.16 0.99 1300000 0.01 360 0.10 10.62 0.01 240 0.15 12.67 2:2xB FB-4 40 50 2 50 10 20 200 40 55 4 110 4.4 120 364 RB-6 40 50 0 0 0 20 0 40 55 6 165 4.4 120 169 1 5 423 423 529 423 7.25 3 1.20 21.75 95 242 1020 4.22 180 2610 6.{6 0.35 1300000 0.01 360 0.17 12.23 0.02 240 0.25 13.00 2:2x8 7.25 3 1.20 21.75 95 333 1020 3.07 180 2610 3.58 0.60 1300000 0.01 360 0.13 23.89 0.02 240 0.2 11.80 2:2x8 1 4 729 729 729 729 Plan: Timpanogas 1427 Date: 16 April2( Location: Anderson, Sg2 E. 4 S. Ganyon View RB-l RB-s FB-2 FB-3LVL Beam Load Parameters Floor LL (psf) Total Floor Load(psf)Floor Span (ft) Total Floor Load (ptf) Wall Height (ft) WallWeight (psO WallLoad (plf) Roof LL (psf) Total Roof Load (psf) Roof Span (ft) Roof Load (plf) Beam Weight (ptD Live Load (plf) Total Load (plf) Reactions & Moment Duration Increase Beam Span(ft) Reaction 1 (lb) Reaction 2 (lb) Max Moment FtLb Max Shear Lb Max Shear Stress (psi) Determine Size Depth Estimate (in) \Mdth 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 L/ Allowable Deflection (in) LL Deflection F/S Deflection TL (in) Tload Def. Limit U Allowable Deflection (in) TL Deflection F/S Selection 40 50 0 0 0 20 0 40 55 34 935 10 680 945 1 9.6 40 50 0 0 10 20 200 40 40 50 5015 18 375 450 010 20 35 0 350 40 40 55 55 034 40 55 4 110 12.1 80 322 1 16 2576 2576 10306 2576 62 4534 4534 1 0882 4534 136 11.88 9.50 3.5 3.5 42 33 2604 2684 17862 11775 489 250 1.73 1.08 285 285 0.98 1.731900000 1900000 0.13 0.27 360 360 0.53 0.32 4.20 1.17 0.51 0.38 240 2400.80 0.48 1.57 1.26 0 935 610 300 1040 381 1745 1 4 3489 3489 3489 3489 105 9.50 3.5 33 2684 11775 250 3.37 285 6318 1.81 1.33 1900000 0.01 360 0.13 10.58 0.02 240 0.20 9.46 2:9 /2" 1 6 1143 7900 63183.07 1.39 1143 1714 1143 57 11.88 1.7 20 2604 8676 238 5.06 285 3837 3.36 0.90 1 900000 o.02 360 0.20 10.32 0.02 240 0.30 12.19 2: 11 718" 2:9 /2" 1.. 11 719,, Plan: Timpanogas 1427 Date: 18 April 2014 Location: Anderson,682 E.4 S. Canyon View TJI Joist Span (fl) Depth Load Parameters Floor Dead Load Floor Live Load Total Floor Load Simple Span Joist Duration lncrease Joist Span(fl) Joist Spacjng Joist Weight (plD Joist Loading (plf) Max Reaction (lbs) Max Moment (Ftlb/lf) Max Shear Lb Determine Joist Size Depth Max Moment 1000/6 (fr-lbs) = F. S. for moment = Max Shear 1000/6 (lbs) = F. S. for shear = Bearing Required (in.)= Live Load (U360) = Total Load (U240) = Elx106(lb-in^2) Live Load Deflection (in) Total Load Deflection (in) Live Load F of S Total Load F ot S 210 18 11.E8 1'18 t6 2.8 625 2413 625 11 7/a" 3620 1.29 980 1.57 2.OO 0.60 0.90 243 0.48 0.63 1.21 1./[3 10 40 50 Selection 11 718" 21O's @ 16" o.c plan Date: Location: BCtJotsTs Span (ft) Depth Load Palemeters Floor Dead Load Floor Live Load Total Floor Load Simple Span Jobt Duration Increase Joist Span(ft) Joist Spacing Joist Weight (ptf) Joist Loading (ptD Max Reaction (lbs) Max Moment (FtLb/f) Max Shear Lb Dete.mino Joist Size Depth = Max Moment 100oi (ft-lbs) = F. S. for moment = Max Shear't000/o (lbs) = F. S. for shear = Live Load (U360) = Totaf Load (U240) = 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 of S Selection Timpanogas 1427 16 Apdl 2014 Ande6on, 582 E.4 S. Ganyon View 6000 18 1 1.88 10 40 50 1 18 16 z.J 69 olJ 2801 oz5 11 7t8" 3670 1.31 1175 1.89 0.60 0.90 305 6 0.45 0.58 1.34 1.55 11 7/8" 6NO @1A" Plan: Timpanogas 1427 Date: 16 Ap.il 2014 Location: AndeEon,582 E.4 S. Canyon View Seismic Calculations Loading Summary Floor Dead Load (psD 10 Floor Live Load(pso 40 \/alls (Eld)(ps0 20 Walls (lnt)(psD 10 Roof Dead Load(psf) 15 Roof Slope Exterior Snow Load Reduction Slope Snow Pitch over 20 Rs Reduction L.L.- Reduction Total Load Seismic Zone E Roof Ll(pso /t0 RoofDl(psf) 15 6 t12 combination Seismic Paramaters 26.56 V=CS'W1.4 40.00 Fa= 'l R= 6.5 tabte 1617.6 Ss= 0.6 Sms= 0_@ eq.16-16 40.00 Sds= 0.4O eq 1G18 55.00 Cs= 0.074 pereq.16-49 Adi. Factor 1.4 Cs= O.O527 Length W(pso Lb/ft \l/idrh W(tb) 4 23 1104 50 55200 roofwatl 7g4o Total Mass Tributary to Roof Levels = 63040 Shear M(lbs) Roof Levels = 3922 Length V(psD tb/fl \ /idlh W(tb)48 10 /|80 S0 O wall height 0 ZA+O Total Mass Tributary to Ftoor 2= O Shear M(lbs) Floor Levels = O Length V{psD tb/n \ /tdrh W(b) 48 10 480 50 .15460 wall height 6 9800 Total Mass Tributary to Floor 1= 25260 Shear M(bs) Floor Levels = .t331 Roof Floor 2 Flooill Floor 1 Lateral Force Floor z Latorat ForceRoot Lateral FotceTotal seismtc Ma33 = Total Lateml ForcO = selsmic Folce Distribution* Roof Sections ** Roof Floor 1 Floor z V/sum(VVr'Hr) = E asement itneer wa|l Total Load (kips) nght side lelt sade lront back Ftoor'r sneer wa|l Total Load (kips)nght srde len srde fiont Dad( Ftoor z Jneer watl Total Load (kips)ngnt side len side ront bacft FrontBackRight Lefl UU33226A3(x, 3322 f1x) w(x) kip W(x)H(x)13.3 63 8351.000o.o u (, Totats 63 8350.0U398 Totat Shear (tbs) = r-(totar) Lengm3.31.7 3E1.7 241.7 221.t 36 o/o Forc.e Total Sheer I100.00% 3.32186160.u0% 3.321u61tt u.00% 3.321U616'l 3322 Shear Wall Load (plt) Not Applicabte Not Apptic€bte Not Apptic€bte Not Appltcable Shear Wall Load (ptf) 41 33 al 1U4 Shear Wall Load (plf)Not ApplicableNot AppticabteNot AppltcabteNot Appnc€ble l-(totat) Length l.t 41 I.t 50 1.t 19 1.1 16 F(totar) Lengrha? 1.7 101.7 10I.t 10 1.t 10 shear wafl criticat Lengths wal L]L t-toor uLFront 2oo 4ooBack 2oo 450Right 2OO 50Len 2oo so calculate uftift , Force Req'd to prevent oT (tbs)Panef Length (ft) 2 3 Roor DL uL (p|l) cnttcat | (n) 935 1022 2935 1056 2687.5 624 1110 240 2 -243 -1298 -520 -1144 1 18 -121 468-2516 -4560 -6605-2354 -4465 -6576-1764 -3017 -4266-361 -841 -1320 pten: Timpanoga3 1427 Date: i6 Apdt 2014 Lo€tion: AndeGon, 582 E. it S, Canyon View I'10.1-*.3,1e_9""t tarions usins Main Windforce{eslsring -i"i", tiiwraslLongitudinal DiEction Wnd &slgn Ceftlct.hts Pryind load.exp @efltw P=Design PressuG Horizontal Wnd Load (frcm table 1609.6.2.1(j)Wall Load (pso= end zone (A) i6..1 interiorzone (C) 1,1.7Roof Load (psD= end zone (B) 2.6interiorzone (D)2.7Vedi€l Wind Load (ftom tabt€ 1609.6.2.1(1)Roof Load (psD= end zone windward (E) -7.2 end zone leeward (F) -9.g interiorzone windwrd (c) _5.2 interiorzone feMrd (H) -S.Z Exposure Coefficient (frcm table 1609.6.2.1(4) lFlmportan@ Faclor (ftom tabte j604.5) Wlod SFd - Exposura Rd SloF - R@f Ansb (dq,- P=wind load'exp @efllw horizontal mll interior horizonlal wall end zone horizontal rcof interior horizontal roof end zone vertiel end zone windward verti€l end zone leewsrd verti@l interior zon€ windwad vertiel interior zone leward .4'Hmean .1*base End Zone Width (ft) Inte.ior Zone Wdth (fi) Gable Rd L@d Hip R6t Load Vefrical For€ Fl@r2 OiaphGgm Sh€r Totial Shear (lbs) Front Wall Length Back Wall Length Fl@r t Diaphragn Shaa Total Shear (tbs) Fronl Wall Lenglh Back Wall Length Usffient Olaphragm Sh€t Total Shear (tbs) Frcnl Wall Length Back Wall Length 1.21 t.0 10 Roof Height 8.Sou Wall Height 9 Truss Span 3il 6 t12 26.56 Sine = 0.4472 Minimum pressure Adjusted 14.16 14.16 19.48 19.48 3.27 1O.oO3.15 1o.oo-8.71 o.oo-11.86 0.00-6.29 0.OO-6.29 o.oo 4.8 .19 2nd storyEnd Zone Widlh (ft)4O.4 2nd Storytnterior Zone Wdtfi lfry wHth 4.8 40.4 Wlnd L@d 19.48 14.'t6 Sum = 4.E 40.4 H€lght 3.10 End Interior wtdrh 40 40 For@ (lbs) 215 3089 3304.39 AreaEnd 425Interior 0 wuth End 4.8Interior 40.4 Wlnd Ld Fore(tb)10.00 42sO10.00 0 Tolal 4250 1 1081 Critiqal l,lrall Length (fi)= Frcnt Wall Dead Load (pt0= 1022Frcnl Wall Criti€t Length (fr)= 3Back Wall De8d Load (ptD= 1056Back Wall Critiel Length (ft)= 3 Calculate Uptifr , Force Req,d to prevent OT (lbs) _ panet Length (ff) 2 3Frcnl 662 179Back 9g4 433 end zone Wndmrd teeward inlerior zone windward te*ard 4250 10 10 't0322 19't6 Holght Wtndld'1.0 19.481.00 14.16 Sum = l$gth Wind Ld 21.60 FALSE 2't.60 FALSE 21.60 FALSE 2't.60 FALSE ShearWall Loads (pto Not Appli€ble Not Appli€bte ShearWall Loads (ptO 272 323 ShearWall Loads (p|f) Nol Appli€ble Not Appli€ble Total 10656 Total (plD 54 2nd Stor Fore(lUfr) Fo@(tS 187 1A7.02 572 57't.94 758.96 758.96 For@ (lb6) 0 0 0 E10-2242 -3210-2070 -3071 4-306 -67 12-4178 4072 plan: Timpanogas ,1427 Date: t6 Aprit 20.til Lo@tion: AndeEon, Sg2 E. 4 S, Canyon View Wind Lqding Catculations using Main windfo@{$isting SFtem (MWFRSI TEnaveR DlGctign Wnd O$lgn Ce{tlcl.ntr Pryind load'exp @ef,lw P=Design Pressure Horizontel Wnd Load (from tabte j609.6.2.1(i) Wall Load (psl)= end zone (A) interiorzone (C) Roof Load (psD= end zone (B) interiorzone (D) VertielWlnd Load (trom tabte 1609.6.2.1(1) Roof Load (psD= end zone windwa.d (E) -7.2 end zone leeward (F) -9.5 interiorzone windwrd (c) -5.2 interior zone leilard (H) -5.2 Exposure Coeffcient (frcm tsble 1609.6.2.1(4) lFlmporlan@ Fac{or (from table 1604.5) Wlnd Stsd - Expsur€ R@l Sbpe = Rd tuglo (deglr P=wind load'exp @eff|w horizonlal wll intsrio. horizonlal mll end zone horizontal roof intedor hgrizontial rcgf end zone verli€l end zone windward verti€l end zone leMrd verti€l interior zone windward verti€l interior zone leilard End Zone Wdth (fi) Interior Zone Wdth (fi) Gabb Rd Ld Hip Rd Ld Wa[ L@d '16.1 11.7 2.6 2.7 end zone wndwtd leewsrd interior zone windward leeward 't.2'l 1.0 90 Roof Height 9.5 c wail Height 9 Truss Span 34 6 112 26.56 Sine = 0.4472 Minimum Prgssure Adjusted14.16 14.16 19.48 19.48 3.27 10.003.'t5 10.00-8.7't 0.00-11.86 0.00 6.29 0.00 €.29 0.00 4.8 38.4 wHth End 4.a Interior 38.4 Area End 408 Interior 0 wktrhEnd 4.8Interior 38.4 2nd storyEnd Zone Wldth (fr)2nd Slorylnterior Zone Wdth (fl) H.ight Windld Fo@(lbs)2.3 .19.48 2153.10 14.'t6 2936Sum = 3151.466 Wind Load Fo@ (lbl'19.48 1A7 14.16 544 Sum= 730.6464 4.4 38.4 10.00 408010.00 0Total 4080 Hdght1.0 1.00 Wdth length 5 42.60 5 42.60 38 42.6038 42.60 12-506.2683-1546 4 224-410 2nd Story 187.0176 543.62EE 730.6464 wid L@d FALSE FALSE FALSE FALSE Fo@ (lb) 0 0 0 Fbo.2 Dlaphr4m Shet Total Shear(lbs) Lef, Wall Length Right Wall Length Fl@r I Diaphr{m Sher Total Shear (lbs) Left Wall Length Right Wall Length bsmGil Diaph.{n Shsr Total Shear(lbs) Lefl Well Length Right Wall Length Criti@l Wall Length (ft)= Lefi Wall Oead Load (plO= Left Wall Crili€l Length (fl)= Right Wall Dead Load (plD= Righl Wall Critiel Length (ft)= Calculate Uplift, Fo@ Req'd to pFvent OT(lb!)Panel Length (fr) 2 3Fronl 412 320Back 158 -126 4080 10't0 9925 50 41 1065624 Jd 240 c 624 ShqrWallLoads (pl0 Not Appli€ble Not Appli€ble ShearWall Loads (plf) ShearWall Loads (pf) Not Appli€ble Not Appli@ble Tolal t108'l Total (plD 56 't0 -322 -2114 Plan : Timpanogas 1427 Date : 16 Aprit 2014 Location Micro-Lam Beam Uniform Loads Uniform Floor Span (fr) Total Uniform Floor Load (plD Wall Height (ft) Wall Weight (ps0 Wall Load (ptD Uniform Roof Span (ft) Total Uniform Roof Load (ptDPoint Loads 1 Distance from Lefr (ft) 1 Point Live Load (lb) 1 Point Dead Load (tb) 2 Distance from Left (ft) 2 Point Live Load (tb) 2 Point Dead Load (lb) Partialy Uniform Loads 1 Uniform Span (ft) 1 Live Load (ptD 1 Dead Load (ptf) 1 Distance of left side (ft) 1 Distance of right side (ft) 2 Uniform Span (fi) 2 Live Load (ptf) 2 Dead Load (ptD 2 Distance of tefr side (ft) 2 Distance of right side (fr) Tapered Load Tapered toad teft (ptD Tapered toad right (ptO Left Distance (ft) Right Distance (ft) Beam Weight (ptO Reactions & Moment Duration Increase Beam Span(ft) Left Reaction (tb) Right Reaction (tb) Max Moment FtLb Max Mom dist from LeftMax Shear Lb Max Shear Stress (psi) Determine Size Depth Estimate (in) VMdth Estimate (in) Cross Area (in^2) Max Moment 1OO% = Momemt of Inertia | = Factor Of Safety = Max Shear 100% = Factor Of Safety = Bearing Required = Load S Beam S S Factor of Safety E (psi) Defleclion LL (in) u360 LL Deflection F of SDeflection TL (in) u240 TL Deflection F of S Selection Anderson, 582 E.4 S FB€ 2 50 8 20 160 0 0 Canyon Vie\iv 3.5 914 229 4 0 0 0 0 6 I 12.06 0 0 0 1 6 0 0 0 0 4 1 19 3042.O 2320.1 121't1.0 8.6 3M2.0 73.2 11.88 3.5 41.58 17837.82 489.03 1.47 109.74 2.60 1.58 55.90 82.33 1.47 1 900000 0.26 0.63 2.42 0.89 0.95 1.O7 2:11 718" LVL Load Sho* Form Fnfire House Copper Creek Homes Ap wrightsoft. Job: Date: By: Apr 05' 20't4 @E 4th $ CanYonvia* estates Infilffition Outside db {"F) lnside db {"F) Oesign TD {'F} Daily range lnside humiditY (%) Moisture difference (grllb) Htg Clg -6 83 70 75 76 14-H 50 50 62 -31 Method Construction quality Fireplaces Simplified Semi-tightn I{EATING EQUNFMSilT Make Arnerican $landard Trade SILVER Zl Model AUf-|18060A93614* AHRI ref 2016796 EfficiencY Heating inPut !-{neting outPut Temperature rtge Actualair flow Air flow factor $tatic pre$$ure $pace thermostat COOLING EAUIPIIJIENT Make American $tandard Trade ALLEGIANCE 13 Cond 4A743024E1 Coil 4TXCA024BC3 AHRIref 4935774'eri"i*"v 11'0 EER, 13 qEFn Sensiure'cooring 15260 iatent coorins - ^9X:Total cooling z' rouv nctual air ftbAt 934 *iin*o f"*tu1. 0'081 Static pressure 0'70 ioao-sensiore heat ratio 1'00 SsAFUE80w 456Wca s34 0.027 n?n Btuh StuhOF cfm cfrnlBtuh in Fl2O Btuh Etuh Etuh efrn cfmlBtuh in H20 98 1951iitility Esid/ira'ic vnLres trsve 'b6€t msnuatly owrrtdden Calculatians approved OV nCCe to meet utl t"quit"tntd: oLY"l:ffi ROOM NAME family area bedl bath mech bed2 bed3 bed4 bed5 batM masier bed m bath wlc living rn'om kitchen Area(fi Htg load (Btuh) Ctg load (Btuh) HtgAVF {cfm) CIgAVF icfm) 70 42 I 0 32 33 s0 55 t6 t03 ,80 222 224 58 640 180 q! 146,to( 160 140 1.ta 45u7 81 t1 413 258 4035 15S7 10s5 0 1641 1498 ?233 1559 617 2924 786 AA77 71W 873 ct/ t' 0 399 405 748 680't06 1281 2?20 2750 2775716 111 M 30 rl5 41 6t na 14s0 22n 192 198 54 2014-Ap$5 t3:15:39 Pags 1 dl +p wrightsoff nignt-sunee un8e$al 2013 13'0'02 RSU11362 ,{*$r p*iu"l5.,up calc = MJB Fmnt Door faces: N Entire House d Other equip loads Equip. @ 0.94 R$M Latent c0oling 28S5 34009 7424 11570 1294 12492 0 934 s3d TOTALS 2885 41033 12492 934 93{ Eoldlltalia vatu4s t'6ve b€€$ ftEaflualty averrlddon Calculations approved by ACCA lo med all requirements of Manual J 8th Ed. I S ry wrightSCft' REht'$|]ite@ unlveBal 2013 13.s 02 Rsu11362 ffi Froi€ct5.rup Calc=MJ8 Frcn!Doottaces: N 2014Apr'05 13:15:39 Page 2 Jsbl Date: By: Apr 05, et14 $ wruhtssft. H||$i?,%AnarY*is CopPer Creek Homes to"io'l?3F*s, rD, us Eievation: 4741^ft Latitude: 44"Nout$?fh,o r"rr Da'ilY range-('F) Wet bulb ("1-l Wind sPeed (nrpn) Cooling8934 tH )007.5 5828 4th S CanYonview estates tntfr8$r, temperature ('F) fiRil,{&fflsm''' lnfiltration:MethodConstruction quatnY Fireplaces Hea$90 7650at4 SimplifiedSemi-tight 0 ccolgu 1450a4A Heat$s 41.814.42.9 66(c, 12.8 lt 0 17.1 100.CI 171465894 120S 22M2?.39 525600 t"} va?40 41033 4.6?4.3r0A 1.51.51.9 WatlsGlazrngDoorsCeilingsFlscrs lnfiltrationDuctsPipino Humilification VentilationAdjustmentsTotal 8.942"1 z.o 8.90.1?9 o 10.1 "ac0 10s.0 114'lv12 ?941141 I'484012W308000r?8s4 0.3 ?2.3 I .{'0.80.00.2 Walts Glazing Doors Ceilings Fioors lnfiltration Ducts Ventilation. lnterna gatna Blower AdiustmentsTotal #31*'R?*'$?'lS ;u? Elt[,o" -'' Data entries checked' 201+Apr-05 13:15:39 Fage 1 +p wrightsoft" p665uil€& unirjsrsel 2013 13'0 02 RSU1130z aiffih' proiu"ts rup calc = MJ8 Ftorit Doorfac€s: N I {# wrightsoff C omponent CIonstructions Enfire Hause Copper Creek Homes Job: gate: By: Apr 05, l0l4 5828 4th S CanYonvianr estates Location: ldaho Falls, lD, US Elevatian: 4741 ft Latitude: 44"N 0utdoor: Dry bulb ('F) Dailv range ('F) Wef bulb {"F) Wind spe*d {mPh) Cooling8S 34 (H ) bU 7.5 Indoor temPerature ('F) Design TD {"F)Relative humiditY (o/o) Moisture difference (gr/lb) lnfiltration: Method Construction quality Fireplaces Heating-o : 1fi. n lleating IV-fA xn 61.5 Sirnplifid $emi-tight Cooling 75't4 6n -31.5 0r At€an:U-v*lue Insul R Btuh/ft'-"F 1P''Fr€luh f{tg HTMstuhffr Loss Btuh Glg HTM &u hli: Gai6 BtshConstructicn descriPtions Walls iiF-b"*, Frm wall, vnl ext, 1/2" wood shth, r-21 cav ins' '112. gypsum board int firsh, 2"16" wood frm 15813-0wc-8: fu wall, lighl dry soil, 2"x4" wcodint.frm' concrete wall. r-13 cav ins, B" thl(, 1/2" gypsum boarq Inl lnsn s55 0.065 21.0 4.S4 25 0.065 21.6 4-S4 5?7 0.06$ 21.0 4 94 25 0.065 ?1.0 4.9l{ 542 0.055 21.0 4.S4 684 0.0€5 21.0 4-94 2359 0-s5 21.0 4.94 306 0,049 13.0 4.10 400 0.04s 13.0 3.86 290 0.049 13.0 3.S3 4A2 0.049 13.0 3.67 1398 0.04s 13"0 3.S3 263 12 ,tn 1Z zaI 324 1'119 I 4 a 22 ne s sw nvv atl ne s€ sw nw all 0 n 0 nez eT se '103 ee 32 s7 sw 15 $f{ 40 rrw 30 all 242 sw Z0 nw 20 ail 41 2743 9.47 125 0.47 2603 0.47 125 0.47 1678 0.47 3377 a.47 11652 0.47 1253 0.03't543 0.01 1140 0.02 1557 0.01 5494 0.02 Fartitisns(nonel Windows uinviilamewlrdop: 2 glszing, clr outf, ait gas,w!.f1{' mal, clr in*r' il# s$, ia" rfrk; NFR? rated 1st-tGc=0.32i; 50% blinds closed' light Bo0rs 11D0: Dsor, wd sc tYPe 0.320 0.320 0.320 0.320 0.320 0.3?0 0.320 0.320 s,3s0 0.390 0.390 24.3 ?4.3 24.3 24.3 24.3 24.3 24.3 24.3 24.3 n 175 19.0 137 172 27.4 194 2505 24.1 248V 778 24.1 Tl3 172 14.9 106 389 24.1 38€ 9?3 r9.0 760 730 19.0 570 5694 ?2.3 5412 29.6 605 7.21 ?g.ff 605 7 -21 29.6 12ffi 7,21 147 147 294 A{# nurightS€ff. nis}}t-suire@ univsrsat 2013 13 0 02 RSU113g2 Prcigcts.rup Calc " MJB Frofit Soor faces; N 20'14*Apr-05 I3:15:39 Page 1 ' Gei I in gtouo; Atiic ceiling' a$phall s hingles roof mat' r-50 ceil ins' 1 /?' gypsurn board int fnsh ff$lrf;"..p, Flr floor,.frm flr, 6" thkns' carpet ilr {nsh' r-2 ext ins' ;-1;civ1il' tight cnvl ovr, r-11 wall insul 21A-32c: Bg fisr, ligfrt dry eoil' I' depth' ca{pel flr fnsh c'ln 552 1490 1111 0.020 0.020 0.020 1.52 I A? 1.5? 1416 838 2264 708 TE1 1141 It n 50.0 50.0 50.0 0.84 0.64 Q.17 all 0.049 30.0 0.0?c 0 1.?9 w Q.24 1.52 2145 0 201+A!f-05 Je15:39 Page Z Right€uita& universal 2013 13'0 02 FSUll362 Frnilt DofflacBs: N.{: *d# wrightsoft' ,ffX P,ore"rs rup cah : MJ8 Proiect $ummary Entilts House CopPer Creek Homes Apr 05, 2014 US Summer Design Oonditions Weather: ldahP Falls' tD' Btuh Btuh Btuh BtuhBtuhBtuh Jsb: Date:gy: $. wrightsoft. 0utgide db lnside db Design TD hiotes: Winter Design Gonditions 89 "F 75 "F 14 'F H50 olo -31 gr/lb -6 "F 70 "F76 "F Outside db lnside db Design TD Da$ range . ...Relative humlolry Moisture difference Heating $ummarY Structure *Ox n! Fic B3ilL,,uunt (1oo cfm) ?0r'8 Humidification 6 E'$;ffmenl loud 41033 lnfrltration Method Construction quattry Fireplaces Sensible Gooling Equipment Load Sizing Structure g::l:, vent (1oo cfm) Blower Use manufacturer's data Eatffixfil'TH5itist* Labnt *ooling Equipment l-oad $ielng Structure 5?7 klii*wrm,#) '17s8 EHli:gl'"Tl#'?i% o ro sHR Cooling Equipment Sunnmary American Standard AllrcterrlcE ts i+ltlot#-' 11570 Btun 0 Btuh trg,4 Btuh 0 Btuh n 0,94 12092 Etuh Heffi ?041CIa.x t3 Btuh Btuh BtuhBtuh Btuhton12W2'tr.4Area (ft") Votunie (ft') Air changeslhour Equiv. AVF (ctm) Make Trade Model AHRI ref MakeTrade CondCoil Heating EquiPrnent Summary Anrerican $iandarc illXtF 6b^$51A. ?016796 EffieiencY Heating inPut .Heating output Tempeiature rtse Actdal air flqnt Air florrt factor Static Pressure.Soace thermostat n[nt t*r 4s35770 r1.0 EER,EfficiencY $ensible cooltng Latant coottng Total coottng Actual air flout Air flcruu factor Static PressureLoad s'ensible heat ra{lo 13 SEER15260 654CI 21800934 0.0810.701.00 Btuh BtuhBtuh efmcfm/Btunin H?O 5S2E 4th S CanYonvierv estdm $implified Semi-tightU *'"Jb?g 204100.1x41 SsAFUE 60000 Btuh45600 Btuh53 "F 934 cfm 0.027 cfm/Btuh 0.70 in HZO Boldltt|Jic v6'uss hare 'be€|l fiBnuelly avaftldddn catculations roo'""* o, [i"ii* **l'Ji i*']"u*"''tsorn,tan,"t.tanea 201+APr-05 13:15:39 Page 1 Righi-Suiie$ Univetsal 2913 13 0'02 RSU11362 F{ont l}cof lac6s: N$* *f* wrightsofE ,ffi Prcpcts.ruP calc - MJ8 *p wright*ctt'RishtJ@ Worksheet Eitire House 0opper Creek Homes Job: Date: APr06,2014 Ey: famivars550 ft o n ri f€avcod"" '''t'o x 64oo ft 040.0 fti Enlt€ Hou$e 338'2 lt 11.s ft o 2S45.0 ft' Room name Exoo6ed wall Rct$n height ,smm.limenE$r6 1a 3 Aree (ft') or Penmetet (nl Lsd {Btuh)Roomarea r I I HTM (Bruh/it1 lJ**,S* qt Loao(Btuh] Ty Consiructton numD€r U"value {Btuhfitl-'F) Or Heat Cool Heal Cod Gross NIP/S H*rt Cod Grosg NlPrs qlryln+{i o.qrl I '3,81 I o47lI zt stlt "lfilll za.tl1rl o.az1 il 'tffl cl z ztlrl o.ml 1l 't lil zl ta.egl nl 7.211 rrl o.o1l'31 ""nl ;al 0.641 ael 0.241szl o.ool tltttl1111ttIttlttttttttli 'l Y"-* I l?i,o'?!'*. s**". lw I tsetlowc-u , , I ry--o I 1''&'T'I'" *''** I rx I 1:F-0sw | 'L--c I vrnvl frafie windo'v lw I t:Brl-o'vc-a I 'L---€ I vinyl frame windsr'/ I w | 1zF-osw I I ClvinYl frantewrsotr Iw i 12F-osw I L*Dl11D0 lry--*lll3l#3i,*-I w I 12F-0sw I t 't--G I vrnyl tra'ne windcev I I l. ollrD0I I'u-*ll,fflh?**'.*I lr. ltsB-soaot I; l rsC-loat I lF lrec-lecscPI lr l21A-32c 0.065 0.320 0.893 0.065 0,39s 0.0650.32C 0-09( 0.3t( 0.05{ 0.33 0.06i0.38 0.09o.&0.0s 0.3S 0.0! 0"0: 0"0;0.o0.o. ir€ll{€l lnell:llsel ls"lrl sslil sl rl 3 il sw )l ew]l $w ll $\At5l nw 0l nw 0l rlw 3l r,w !l rr/t r0l - l0l - tel - z0l - 1I11IIII 4.C4 24"32 4.10 4.94 24"$i 4.Sr 24.31ax 24.S 4.9 24.3',4.9 29.6 24.34.9 24.1. 29.{ 3"1 4+.. l.l 1. 1.t. *-:l nI 1751 ";l goEl ressl €'q -tsl 1?1,1 r$ e*f il iffil :*4t;l Ti 'ffiI \ull ';l ;v,l 10 dl qil 'stgl 12-sl :51 ]1$l r'fil '11 "xisl x.iil *ll .?3il 5 efil *il 'l$l i "iil -;il s4l raiil 1411 I 21451 tllttllltItttttllttlltlttttllltllllltlltl-LI l-.355'86t 6 c) AF D scurston *0 2875{8006 lf eEnvdqe ln?l/g€in . .. . a) Inllltrattsn ni Room veniilation ;;ns,;, xffi?ffili:,R*, 525t(484 1tr{ 1380 1700 3658 87r.13 3400!11570 v 11570 8lo ryl 0n 377403€( 0 6IJ 14 15 Sustotal {lnes 6 to 13) Less extemal load Less transletR€distribubon Su$otal Duct loaos Tot3l rmml@d Au required (clml- orn/o OYo 0 n 3{009t 4035111 874 1l34W{9s. 11570 934 Riohl-Suit€@ Universal 2o13 FroniBoor faces: N 13.0.02 RSU1136?+it- \rvrigtttsoft ffix o,;,*tu.p cak = MJg *$- wrightsoft'RiqhtJ@ Worksheet Eitire House Gopper Creek llornes Job: Bate: APr05' 2014 By: bsth 15.0 ft0 n fi heaucool 15.0 x 6.0 n 90.0 ftz Room nanre Expgsed wgll Robm height Room diil|slsions Room area bedl 27.0 ft o n r{ heaucod 12.0 x 150 n 180.0 fi2 1 2 5 tpd(Etlj|r)Area ffn d penmetel {ft) Ar€E {ff10r perimeter tft) Load tBtttt)Ty Consttuctisn numher u-!€lue(Btultt4"F) Ot HTM (Br$Itft1 Cooltleat Hea'lN/PISGross oool Gr0ss N/P/S I Hest Cod 0 38( ol 5r a, olol 0lol0l loll0lt0tloll0ll0ll0ll0lI s4llolrl olIt 3l Ll 811rl otrl olrl ol )l ol il g0l tltltlll 00 tol ulol ql nl ol0l 0lolnl 0l0lnt ilrt 0l 0lul 0l0l0l nl al 5lW .l L lw. l!}J I II - tw ImrI'iI ,t, Ilry lTIt1:IL * --G ---G -{ ---s*t 1?F-0$w {inyl fffmewlnooff 15813-&vc-8 1lF"0sw vinyl fraille Y,irdsil'1ilF"0sw vi{tyt t|.arne windo4l 1681&"Sile.8 vinyl frame wifldsw 17F-Gw vinyi lrdme wirdo# 12F-0sw11D0 1581$o!vc-avinvl trarne window 12F-0$w'ri{ryt ffatnE winddit i 11s0 I tsatg-oA,c* I vinyl frame wino$ry I 1SB-50ad I 16c-50a1 I rsc-tgcs€p | 21A-32c 0lsl o 0 0 188 442 441 3A 173 1 6 c) AED excursicn 1st 51?69( ta 0 a) lfifihraiion b) Room vemibtion t 6 0 0iatntemarsains: fffi5$r" 15S7 517 Subtdal (lines € to 13) Less exterfial lcd Legs transi€r Redistribut'ton Subtatal 4%Vlo 00 r to? n 617 "0"1a vt o 0 a771095 U l4 15 1597 517 10s'(g 1 Tcis! radn losd Air requircd (cfm) , , ,, . ,-, ,, crt*,itatior",s approvg*b,v +ficA tp meqi all rqpsire'nQnts of Manu4 J 8Jh Ed' ';;;:;;G;;ffi; -. J+tt- rnrrig?rtsoft Rtght-suite@ universal 2013 13 0 02 RSU11362 ,ffiX proj*tS.rup Calc = MJ8 Frmt Dcor fsceE: N $ wrlght$oft RiohtJ@ Worksheet Eitire House Copper Creek Homes Job: Date: APr05, ?014 By: bed2 ?8'O tt tEavcod " " '' re.o x 15.0 fl 195.0 ft' Roofn name ExDosed w€ll Rob,n heigltt Room dirnEls$ns Roomarea ,. r.,r .." mecn21.0 ftq n fi r€avcool 1.0 x 1460 ft 146.0 ft' 1 ? J 5 Area (lt') | .Ls9or- penmoier (ft) I !tstYn)Area (ft1 6rs perimeta (R) Lod (Btuh)Ty Constructlon number U-value (Btuttft2-'F 0r I.tTM {BruMtl fleal Cod Grws N/P'S Heat Coo{ Gtos$NIPIS He61 Cod olqlol 0lnl+.sal 0.47 el.stl 18 99 +.rul o.03q.s4l 0.4? u.szl 2?-3i l.g4l o.4i 24'321 24'1t s.s6[ o.o' 24.321 24-1',4.e41 0.4 2432il 14 9 4.941 0.4 rg.s{ I 7.2 3.s31 o.o 24.321 w.1 a.eal *.4 za.lzl 18 s zs.6al 7.i I erl o.( za szl 18 1 1.521 o. I 1.121 o.{t.asl 0'; 1.521 0.1tIIIIItIIiIII 1 o.oeS| ne 0.32q1 nt 0.0031 nt 0.08$l e 0.3S1 € 0.0651 et 4.3?01 st 0'0931 st O'320[ sr i 0.0651 s I o.szo1 : I o.oes I sI ossol s I ooesl s I o.32ol s I 0.065l n I o szol t' I o.rgol r I oos3l r I 0.3201 t I o.otsl I o.oeo1I o.o4e l I o.ozol II lt tltltttltltttlIttttttlII W | 12F-06w L---G I vinv{ frame wruotv w I lsntsc'.o,c-e W I 12F'0swL._G I virryl frarne wmo€i ' \{/ I 12F-oswL-*4 lvrnYl fmme wncor w I ts8rr-s#c-9.L--€ I vinylframe wnc'6\A' !i{ | 12F-$w L---€ I vinYt lrame winoo'l \# | 1zF-osw I L--s I 11Do Iw I trBtlowc-a. I L--4 | virryl h€me w{noow Ir,u I tzF-osw I L---.c I vinyl lrame wrrn$iv I L-Dl11oo I w I lsBts-o*c"e I L--€ I vtnvl frame wtncoru I c I rse-soad I c I 16c-5oai I F | lgclgcscp I i l ztR-g2c I *ilslilii $l f4li4l !4It\ II1I ilol0l0t0lol3lsl0lol0lsl 0l olsl28510l0lolol IIIII 10t $l clAEDexcufsion 9S{L 4 n 158i7 39r 54Envelope loqsrgarrr 4t(12 0 0 bl ImT"*'lYtl"' ..- ;"**; Rffi?,Hli,g* 2w to t641103t7 14 TA n 0 a #/o OYo n o 1641 0 0c 39€L6s extemal lad Lesg transfer RedisttibutionguHotal D$:t loads Total roorn |oao Ai{ required {cfm) "ffla 00i 103€ 1641 3S€ 0 Rlght-Suite@ UniveEal ?013 13 o 0? RSU11362 Fmnt Dmr faces: N- {+ v\trightsoft" .ffx Prsie"ts.*P Calc = MJg $ wrightsoft'RiqhtJ@ Worksheet titire House CopPer Greek Homes Job: nate: APr05' 1014 Byr bed4 ?60 ft f€aUcoortt "1o.o x 140 tt 140.0 ft' bod3 18-0 fl^ ^ {, heaucool'" '''lo x 160o ft 160.0 ftr Room name Expogcd wall Robm nebnt 1 23 4 Root Aroa ft1or penmeld {!.- LGd {Btuh)Area (ft-i or perimdef (n). Load(Btuh) Ty U+alr€ tBtuitn?-'F 0r HTM (BturdftlConstruct.lonnurnber Heal 60d CoolHe3t graes t N/Pls CootHeat Groos xj71?61 nl1261 oul0lol ol 3l31ol ol 3l31ol olol ol 3l 3l nl 0l:l 3lTilol ol lo8l ql 151 ul rol 1ol ol ol ol ollsol tuol l1It tttt1itltt1ltltllltllt!ltl '[t-*ll,iiffi*'ry'* lw | 15813-g.ttc-u I w I 1zF-osw r r I L--C i vinyl frame wnootr I ltt I 12F-0sw I L--€ | vinvl frame wmoo.d lY--*lifills!ff,'..*I w I l2F-osw i U--C lvinYl frafte wrnooru I w | 1zF'osw I L*01 11D0I rru I 15813-owc-E i T*6 1 vinyl frame wln$il I lY-*liffiffl"**'*,,I I L---olllDoI 1ry-*llffill#!***t l: lisB#I lF ltgc-tececPi lr l21A€2c 0.0e5 0.320 0.0s3 0.0650.32C 0.06i 0.3?(0.09i 0.3?t 0.00{ 0.3210.08 0"09 0.06r)"32 0.cls 0.3, 0.&0.0i0.s 0.01 ol oltil3t ;lol ol ol ol rel 8ol{,flol 9lOI UJ'oll "31201 ql 0l ul1it111ItttltlltlttItI I 105 v 451 c 707 s c) AED excursion .r0ant$ @ 23fi ienoslstl€r 11S1 400 42(Envetope loss/gain -.. , al lnfiltralion bj loom_v:nlittion lntemal gains: Rffi 1F(n ;o n 403 ffi,1?,1'0 Ic 748 15 ?83 1498 0 U9 405 a -f/"vk a 0 ?,.33 5uc{?r?r'rrwv"J.'-l .. Less s(ternal iffid Le$$ transler RedBtnbumn SubtotalD.jct loads 8/o AYo 405 33 z3s 74[ 14S841 Total rmm load Air required (ctm) 13.O.$? R$u1136?+{* rnwrrght=-T" rr513g;*it€& univesa! 2o1 3 ,ffis. Project5.rup calc = MJt *$- wriEhtsoff RiqhtJ@ Worksheet Eitire House CopPer Creek Homes Joh: Datel APr05' ?014 Byr bath2 5.0 ft ^ n i heavcoolV.v rr 9.0 x Iv 45.0 tr bedS 19.0 tl h€aucodY.U tr 100 x ll'u rr 120-0 tt' Rooil name Exp6ed wall Ro{xn hsight ,l 6 Ra{ Rd Ar€a $') of penmet€r (ft) L.oed(Btuh)Area (ft1 or perimeter (R) Lo6d(Btuh)Ty Constructiannumber U-value lor(BtuMttl"F)l HIM(Stut itl H€At Ccol Heat Cool Gto3s Ni P/S Cml cr6s I NiP/s 3E rerInlI 6lw.lr c.lwlw111 r---G tw I t-*c IWlr ctwIHIWI t--c lwI L---{ lwI ll.rI l, r ttw llki lsi lcI IFI lF o.oorl ne 0.3201 ns 0.0931 ne 0.0651 e 0.3201 e o 0651 s€ o-aeol se 0.0031 tt o,3l0l s( 0.0651 s 0.3201 s 0.0S51 sr 0.3€01 st0.0931 $\ 0-3201 st 0.0S51 n 0.3?ul n 0.3s01 n 0.0e31 n 0.3201 n 0.020 |0.o?0 |0 c4slo*l IIIiItIIII 12F-0swvinyl frame Wnd0v', 15813ou,c-8 12F-osw virryl frarne winoo,v 12F-oew vinvl frame windtrv 15S13"0!rtc* vinyl frarAo winddAt 1?F"osw vinyl lran"€ windaw 12F-0sw i 11p0 I rtgr3-o',r'c+ I vinYl irarne wirdofl l'tzF-osw I vinyl franewiN$'v I l1DS I tsst3-owc-g I vinyl trarne windou | 168-5oadI tec-soatI tge-lgcscpl21A-32c 4.S4 ?4.324.10 4.94?.4.32 4.9{ ?4.3t 3,8t 24.3i4.9 24.3i4.9, 29.&?a ?4.34.9 ?4.3 29.63.8 1.i It T | ;l "ol el1ilfliltil$ililrfiilllilllslnl rl al ilql11 11l',ittttllllti\ttL_ I -6 115 6 A€D e"lcursion 430 't8l:s 277 c 26 0 n c a) Infiltfal|on '13 0 ililnu**, Rffiffi*,&* ?30 sYYdd (linei 6 t0 ts). .- . !es$ ext€m8l lo80 Lss ttensfer Redistribuliorr 680 ol o nl 0 olusrrl 1s5sl o 1o65171 55{ 14 15 -0%th t55t 0 00 680 -0%UA Subtotalguct bads srrl 1eI ral 1€1$5S 4a 680 Totgl r0om lsael Air re4uired (cm) Riqht-Suite@ Universal 2013 13 0 02 RSU11362 front Door faces: N+P wrigfrtsoff ,ffi.\ Protect5.ruP Calc = MJB I{p" wrig?*tsoft"RiqhtJ@ Worksheet Eitire House Copper Creek Homes Job: Date: By: Apr0E,10t4 R@m nafneExposed wau Room heislrl Room dimefi$rcfis Rodn a€a master b€{l 34.0 fi 9.0 tt h€d/cool 13.0 x 1S.0 fl 247.0 ft? m bath9-0 n 9.0 ft f€aucod 9,0 x 9"0 lt 8r.o ft? 1 2 3 45 Ty Construction NUilI'FI U-value {Btu|lf|la"F 0r HTM {BtuWA',i Arca fft1or perirns*ef (ft) Load (8iuh) Area (ffr) ar perimetet (fi) Lod (Biuh) He6t Cooi Gross N/PIA H€I Cod Grp83 N/PIS HBet Cool o 11 wt, ..clwl WIL___€ |WII ^l wl WII *l \$l'_Dl wlI -lrelr,1/ || ^lrlr---si WIL_--€ l !lt- F 1ZF-0sw vinyl franle windfif 15813-$^rc"8 12F+rw vinyl fram*wirdoA, 1ZF4swvinyl frame \"indoJt, 15313&vc4 viry'l fmm€ !Yind$,v 12F-0sw vinyt {rarne window'12F4sw'11D0 15813.$rrc-8 virwl frsna wirds{ 12F4sw\rinyl frerne windoi,v 1100 15813-s^,c-B vifiyN frame wiilde/ 169-50ad16c-50at 19C-'1gcscp ?14-32c I o.o6sl0.3r010,0931 0.0651 0.320 |0"065 I0.320 |o.os$lq"3t0 |0.065 I0.3m1 0,06510.3s010.0931 0.e?01 0,06$ |0.32010.39010,083 |0.3e0 io o2ol s.020 lo.04910.020 nel nelnel elel$elselsel8elsl *lswl3rr" Iswlm{lnwlnv/ |rw,' I 4.s4124 3214 101 {.94124-3214.s41 24"3213.fi6124.3214-941 24.321 4.Al 2e.6413.s31u,3214,S4124.3212s.6413.87124.411.521.521.2e tq? 0.471 19.901 0"031 0 4?l41 e7l 0.471 ?4.1410.011 24.141 a.471 14.s41 0.471 7,2110 oEl 24,141 0 471r8.991 0.0118.S9 0.84 O,H A:240.00 rzr I0l nl 0l0'117tzolelxt 0l1810lol0l0lol0 0247 ?a 171 |0t nl;l 0ls7lsl0lolol 0l1$loi0l0l0i n 0 0 247 o ?6 &451 OIul 0l0l4791 48610l ol ol8slol0l 0l 0l0l !U 0 375u 34 0 81 10l0l0l0t {6}483 I0l0lol 0tol 0lol0lol0l 0lql0l &71,0l 6 sl0lol0l arl 4lolol0l 0lolol0l ;ln n 0 8't uo ol0t0l0l0l,LI ololol 0lololol0lol 0j 0n 81 n olol0lolol38ols7l0l 0loIololsl0l0tol0l 0i 0l0l 12310iol0 I0l OIol0l0l371s7lol0lol 0l0l 0l0l3l 0' 0s8 0 U c) AED excursion Envelope loss/gain 230{755 801 19' a) lnfiltralion b) Roorn ventilation 5S{54 0 1tr(14 0 1 lnrernd oains: OccuPants @ 230- Aoolianceslolher ?,4800 Subiotal {lines 6 to 13}389i 1263 r57 2U l4 Lss external load Less lr€flsfer R€distrib{ticfi Subtotal Ouct lo€ds th 0% tc?s24 n 0 1? 1281 4elo Vh 2S 7E0 0 1{ Total r@m loqd Air r€quinrd (crm) 2gai4 a0 1281103 7&a 16 "*" +$F wrigtrtsoft' p61t1-3uite@ unhsal 201313.0.02 Rsulj382 l(**'$ Proiects.rup Calc s MJB Frcnl Door ftres: N ?014-Apr-OO 13.15:39 -fp rrurightscft.RightJ.@ Worksheet Entire,'touse Sspper Creek Flomes Jab; Daie: APr 05' 20't:f By: he,etlcool s.0 ft rrrac 0ft 9.0 ft 9.0 72.0 ft' living room 20.0 ft .7 a ft feaUcool 10 x 413'0 ft 413.0 ft? Room name Expo$ed wall Rgom he'ghl . Ro{sYl dimengons Room area 1 2 3 5 Area (ft1 or perimeter {ft} Lo& {stuh) l-oad tBtuh)Area {n'}or Petimeter tft)Ty Consiruction nuno€r U'value lOt(gtuhrfi'r"Fll HTfuI(stuh/ft1 CodHeatN/P/SGrossCoolHeatN/PI6 CoolHeat rj 44q qqqqq sl $r.lL.lwIW1l L IW lL I \{!J1ttud!I l!ilI,ilf lj tv lv 1 --s --€ *G **rG ---! -*€ *l --..4 0-471B.ss 0.03 0.47v7.3V 0.47 ?4.14 0.0124.14 0.47 14,9r0.4i 7.2' 0.0: 24,1'0^4 18.917.2 0.0 18.9 0,80.6 v.t0.0 o.ossl * | o.tul 3ffi1 K I 'i?31 o,oesl e | 4s4l os2ol e I u.?21 o.oosl se I 4%l o o2ol se | 24-3?l oogsl se I 3861 o.sz0l se I 24.341 o.oosl s | 4e4l orzol s I 24321 o.oo5l swl 4941 o,sgol sw | 29.641 o.o$l sw I 3.931 o,32ol sw | 24321 o-oosl rwl 4s4l o"tZ0l rw | 24.321 o.s90l nw I 29.S41 oo93l nw I 3871 fiifil 1l i,#l oo+si - I 1'2eloozo[ - I '*l llllllttilttIt 13F-0sw vinvl{rame windas 1itB13{wc-8 r2F-&wvinyl trafi\e windS{ 12F-0swvinYl trame winco/v 15813-O^tc'8 virryl i$r|s wtftdd'il 12f-0sw vinyl frame wins$/v 12F-06w11DA ilsBl&owc-8I vinyl framewindo,!, | 1zF-oss, I vinyl frame windo{v I 1tD0 Itsg'lg-owc-g I vinvl lrane wi*doit | 168-59ed I 16c-5sal I i9c-1gc$cp I 21A'g?c II1tll;trl rI rl{l41{.10t {tt {1q\\1 -9 554i .F1 6 16nc-) AF..D excursicfi 10*51 12 n 0 iaTa c 127 0 lntiltfation Roafn ventilation 0 ff t 13 Internalsai*s: ls,g*:rg* 1!C 61 6922 272, subtotal {lines I t0 13} Less extemal load Less tran$fer Redtstributicfi Subtolal Duct bad$ "0%ff U-l99 ! oo -51 -eh Wo o 55wn 0 4n* 14 0 s9T7 1V 2750 222 Total room load Air rcqui€d (cfm) 201i1-APt'Os 13:15:39 '*l# rrwrightsrafr Projects.ilP Calc = MJ8 Right€uiie@ UniesEal 2013 13 0 02 RSU11362 Front Ooor ides: Nr$i& "|$'wrightsoft'Riqht*f@ Worksheet Eritire House Gopper Creek Honnss Jobi Date: By: Apr 0S, 2014 I) J 4 5 Room n6me Exp*ed w€il Reom height Room dimensions Room ate,a kitcn€I!44.2 ft 18.4 ft heaucod'1.0 x 258.0 fl 258.0 fl1 utitrty 21.0 ft 9.0 ft kal/cool 14-0 x 7.0 ft 98.0 ft' Ty Cor}structiornumber U-value(Elutdftc-'F)Of HT|i4 {Btuilftx} A16€ (ft-) o{ pedmdsr (ft} [$ad {Btun} Ar€a {ft1or perimels (ft)Losd (Btr"fri l-leat Cool Gross Ntpls Heal Cool Gross NIP/S Heat God 0 1'l W \trL---.e WL*€ W wL---€ Wt*.D W Wlc Wr_€ C F '12F4sw vinyl fram€ wifl&n 1591$Srt/c-8 12F-Osw vinyl fmile wind0\& 12F-0swvhvl frarne wirdo,td'1sts130wc$ vinyt kafie wirdc M 1?F-0sw vinyl trame windo\./ 12F-0sw11D0 159'13-Oseo-B vinyl f€rn€ wiodwu 12F-0sw vinyl lrafie wifdot^l 11D0 1981}Srdc€ vinvl frsme wirdow 1€8-50ad 16C-5Oall9C-1gcaep ?14-32c 0.085 |0.3201o.qesl0_06s10.32410.065 I0.320 I0.(rss l0.320 lo.065l 0.32010,06$0.3900.9930,3?00.ws 0.szq0.390 0.093 0.3200.0?0 0.0?00.o49 0.020 n€ e 5e ge s 5W EW sw $l/y tw n$f.mv md nw 4.941 24.?21 4.101 4.941 2't^521 4 s4l24.321 3.861 ?4.321 4.94 24.32 4.S4 29-6{ J.YJ 24.32 4.S4 24.& 29.64 i,oa ?4.t21.*2 1.52 1.2S oazl18.Calo03lo.4il27s1l0.471 24.141aoll24"141 0 471 14.9{l0_4717-21lI0-02124.i410.47118.99 7.21 0.0118.9t0.840.64 0-24 0.00 oi0l0l 3217l16: 9410 32 7 410 0 0 0U 27233 27 ol0l0l2510l128 |olol0l D6l 0l410 |0l0lol 2131 0 U 27 2?3 0 olsl oi 1261 6S? 827 00125 2023 0n 10s* 0 0 0 041 355a{ 0 0l0l atl1s* |6tIeai I0l ul 4rl,0s l194 l0l 0l 101 l 0 0 0 0?s 145 0 ol0l ul0l UIol0lBl fllol63!?010l0llaBl 00w 00 0l0l0l 0,n n n U a4320n 0 126 0 98 U 4Iul ol 0lol 0l 0l 0lol 0l 0l 210 60d 0 0€42 0 U 149 00 ul NI "l0lolol 0lol olol ol?fr]|14710l0isol 0l n n 82o c) AED excur$iofl -254 -12'7 Er,velop€ lss$lgain wt '1425 156(1Ei 1 b) Iniiltration Room ve'rtilgtion 163?( 15J c 3S{&4 ! 1 lntemal oarns: Occupants @ 230- Appllanceslother (12tr t50( Subiotal (lines 6 to 13)719i 2774 1951 71( 1415 Less extemal lwd Les$ t{ansfer Redisirlbuti0nSrJbtotatDucl loads -0%0% ( 719i( 0 0 0 2775 -V/n vt 0 I 1951 0 ((( 71t{ Tatal rwn load Ai. requircd {cfm) 719?1gi 2775 n4 1s5154 716 58 -+ '| - 20'14-APr-0513:15:39 *r # vt rigtrtssfiE* Rrght-Suit@ Univercal 2013 13.0,0? RSU11362 Pags I ,&:*k p61s61$.x1p Calc=MJE FrontDoorfdcec: N First Floor ffi'ru o,* ffi nso *t* IVl g lc3 68 cfm ffi ,,* *, l*51 tt2 ctm m beth Wr. *t* $cab: 1 :83 Paqe 1 Riqht-Suiie@ [niversal ?01 3- 13.0.02 RSU11362 2014-APr-05 13:1633 Pro.iect5.ruP Copper Greek HomesJab#: Ferformed for: 5828 4h S Carryonview estates Baeernent Scab:1 :83 Paqe Z Riqht-Sui@ ilniven al 201 3- 13.0.02 Rsu1l362 2014-APr05 13:16:33 Proiec6.ruP Coppor Creek HornesJob #: Ferformed for: 5B2F 4*r S CanYonview e$htes r.i #p- wrightsoff Duct $ystem $ummary Enfi're Ho.rse Copper Sreek Hsmes Jqb; Date: Byr Apr 05, 2014 5828 4th $ Canyonvievv estates External statis Piessure Fre$$ure losses Available static Pressure $upply I return available pre$sure Lov{est friction rste ,{ctual air flow Headng 0.70 in HZO 0.34 in HZO 0-36 in l'{20 0.2710-09 in HZO 0.096 irl100ft 934 cfm Gooling 0.70 in H2O 0.34 in HZO 0.36 in H2O 0.27 / 0.09 in H20 0-096 in/100ft 93d cfm Total efiective length (TEL) $t2 st1 stZ st1 st1 si1 st1 st1 st2 sIz st1 st1 ctl I st1 lst2 155,0 fi5.4 {tK n 165.0 195.0 230"0 200.0 165.0 190.0 70.0 146.0 190.0 170.0 1S0.0 185.0 ?30.0 160.0 o.u 29,0 u.g 46.0 35^0 4S.0 33.0 40.0 16.0 ?8"0 8.0 21.8 17.9 22.0 22_0 43.0 9"0 VIFX VlFx VlFx shMt VlFx VlFx VIFx VlFx VlFx VIFX VlFx VlFx VlFx VIFX VlFx VtFx VlFx 0x0 0x0 0x0 8xG 0x0 0x0 0x0 0x0 0x0 0x0 0x0 0x0 Sx0 0x0 0x0 0x0 0x0 8.0 b.u 6.0 4.1 6.0 6.0 o.u 6.0 6.0 6.0 b.us.0 6.0 6.O 6.0 6,0 o.u 0.1w 0"131 0.168 0.127 0.1160.09s 0.115 0.131 0.130 0.273 0.175 0.127 0.143 0.126 0.129 0.098 0"158 1 16 42 et 60 A'i 35 35 112 llL 74 v4 74 18 ,tn? EQ 301 141 4l451 411s1l 431 EE] 55 oo gg & 64 64 22 80 54 h 1095 c 1$5 h 1597 h 1641 h 1498 h 2?33 c 080 h 2018 h 2018 c 1388 c 1388 c 917 c 917 c 9'17 h 786 c 1?81 c /lo bath bBth? bedl bed2 bedS bed4 bed5 family ares lamily afes-A kitcnen Kilchen-A living r00rn living rcom-A living room-B Eordlrlaric t"st{tss h€ve tffi ffif,utlty ovsrldds 20!+APr-05 13:15149 Page 1 Right-Suite$ Unive$€l 2013 t3'0'02 RgU11362 Frsnt Ooor lacesi N* {{# wright$t}ft" ,s*&, Pr0jec15 ruP Cale = MJ8 \ame Grrll Size {in) Htg (cfm) clg(cfm) TEL tft) Deeign FR Veloc ifpm) Diarn (in) HxW(in)Stud/Joist Opening (in) Duct Matl Trunk rb1 rb2 0x0 0x0 271 663 't78'7r&5S.09S.0 0.165 0.096 4?9 7FA '74 tz.3 2-3,25x14 8x 18 2-10x18 $JSp shMt I "S {# WfightSOft" Righr-suse& universat 2013 13.0.02 Rsu1136? lKS proiectS-rup Calc=MJB FrontDoorfacee: N 2014-Apr-05 13;15:40 Page 2 Scale = 1:'18.2 q 11c{ DEFL in (loc) l/defl Ud Vert(LL) -0.07 4-5 >999 360 vertaTL) -0.11 4-5 >999 240 Horz(TL) 0.03 3 nla nla windiLl) o.o2 4-5 >999 24o Plates Increase 1 .15 Lumber Increase 1 .15 Rep Stress Incr NO Code lRC2009/TP12007 LOADING (psf) TCLL 35.0 TCDL 8.0 BCLL O.O BCDL 8.0 PLATES GRIP MT20 220n95 Weight:88 lb FT = 0% LUMBER ioFbHono 2x4 DF 1800F 1.6E or2x4 DF No'1&Btr BOT CHORD 2x6 DF 1800F 1'6E WEBS 2x4 DF Stud/Std REACTIONS (lb/size)'l=3765/0-5-8 (min' O-2-0), 3=3S52/0-5-8 (min' 0-2-1) Max Horz 1 =-32(LC 5) Max Uplift1 =-250(LC 7), 3='25s(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown' TOpCHORD 1-2=-6609/445, 2-3=-66401447 BoTcHoRD 1.6=-361/5828,5-6=.361/5828,5.7=-261t4126,7.8=-261t4126,4.8=-261|4126'4.9=-363/5856,3-9=-363/5856 WEBS 2-4='19213311 ,2-5=-189/3259 NOTES i f-iJi, ttu"t to be connected together with 10d (0'1 3-1'.X3) nails as lollows:' Tdgchords connected as follows: 2x4 - 1 row at o-9-o oc' Bo-ttom chords connected as followsi 2xG ' 2 rows staggered at 0-5-0 oc' a lii[il:T:""Tl"fi"tii"H,{:ii;r',1# t lll;!Sq-:1"^"pl ir noted as rront (F) or back (B) race in the LoAD cASE(s) section' Prv to prv connections have been proJioriol6tirtribute inly loads noted as (F) or (B), unless otherwise indicated' St UnfafanceO roof live loads have been considered for th-is- desion' 4i Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BcDL=4.2p"r; n1Z?il;'e=+sfr; L=24ft;^eave=4ft; cat' ll; Exp B; enclosed; MWFRS (all heights); -' #ii];;;-;& fi'6shi;ip;;l ",ioGh["r r"rt anb risht exposed; Lumber DoL='1..60 plate srip DoL=l'60 5) This truss has been oesigne'a-rii i'i6.'o Oo iq"il :,n:id live load nonconcurrent with anv other live loads' 6) provide mechanicar connection (by others) ot tru.r to n""iini irii" t"pJi" oi *iintt"nding 250 lb uplift at ioint 1 and 255 lb uplift at ioint '3. 7) This truss is designed in accordance with the 20og International Residential code sections R5o2"l 1'1 and R802'10'2 and relerencecl ,, it:|$:lt ilrt"fiSJJonn""tion device(s) shar be prwided sufricient to support concentrated load(s) 1-661 lb down and.1 1 1 lb up at 2-0-12, 1661 tbdownand lll lbupat 4-o-12,and 1661 d;;;;;;Jrriluupat 9-0-12'and t661 lbdownand lll lbupat 8-0-12on bottom chord. The design/seleation of such connection device(s) is the responsibility of others' LOADCASE(S) Standard ribelJ * n.ioi Live (balanced): Lumber Increase=l.15, Plate Increase=l.15 Uniform Loads (Plf) Vert: 1-2=-86, 2-3=-86' 1-3=-16 Concentrated Loads (lb)--' -- V"rt,6=-166i(B) 7=-1661(B) 8=-1661(B) 9=-1661(B) BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 4-1 1 -9 oc purlins' Rigid ceiling directly applied or 10-0-0 oc bracing' -n-n LOADING (psf) TCLL 35.0 TCDL 8.0 BCLL O.O BCDL 8.0 SPACTNG 2-0-0 Plates Increase 1.15 Lumber Increase 1 .15 Reo Stress Incr YES Code lRC2009/TP12007 csl TC O.22 BC 0.13 wB 0.08 (Matrix) DEFL in (loc) l/defl Ud Vert(LL) -0.01 4-6 >999 360 Vert(TL) -0.03 4-6 >999 24O Horz(TL) 0.01 4 nla nla Wind(LL) 0.01 4-6 >999 24O PLATES GRIP MT20 2201195 Weight:40 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or2x4 DF No'1&Btr BOT CHORD 2x4 DF 1800F 1 .6E or 2x4 DF No'l&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std REACTTONS (lblsize) 2=641 t0-5-8 (min' O-1 -8), 4=641 /0-5-8 (min' 0-1 -8) Yqx Flerz l=43(LC 8) Structural wood sheathing directly applied or 6-0-0 oc purlins' Rigid ceiling directly applied or 10-0-0 oc brlc'ng:-- 'ek recommends that Stabilizers and required cross U" in"t"tteC during truss erection, in accordance with Stabilizer lnstallation qui BRACING TOP CHORD BOT CHORD Max UPlift2=-77(LC 9)' 4=-77(LC 9) FORCES (lb) - Max. Comp./Max' Ten. - All forces 250 (lb) or less except when !ho*Ii-.-- Top cHoRD 2-1i--640t72,1i-ii=-soeizs s 2=-5i7ils,3-13=-547t89,13-14=-56e/75, 4-14=-640172 BOTCHORD 2-6=0t483,4-6=0/483 NOTES 1 ) Unbalanced roof live loads have been considered lor this design' 2) wind: ASCE 7-05; sompn;r6b-L=a.2'psf; eCDi=+.zp"f; n=z!it; e=+sft; L=24ft; eave-=4ft; cat. ll; Exp B; enclosed; MwFRs (all heights)-'"i,jt-C-ert"iiortii-l-ri,rb to 1-s-3, Inrerio(1) r-s-3 to 5-0-10, Exterio(i) 5-0-0 to 8-0-o zone; cantilever left and right exposed ;end vertical left and right exposed;c-C for members and forces & MWFRS}oT reactions shown; Lumber DoL='l.60 plate grip DoL=l'60 3) TrussdesiqnedforwinOtoaOsintheplaneolthetrussonly. iorstudsexposed.to.wind.(normaltotheface),seeStandardlndustry' Gable End -Details as applicable, or consult qualified building designer as per ANbv I Fr r ' 4) Gable studs sPaced at 2-0-0 oc. si it is trrii nas Oeen OesigneJtor a 10.0 psf bottom chord live load nonconcurrent with anv other live loads' 6) provide mechanicat connection (by others) of trygf lo n""ring pl"d "ipiole of withstandingTT lb uplift "t ioll3^1"^dl7 lb uplift at joint 4' ;i il;ft;;;igneein a"corointe with ihe 2009 rnrernatio"nil Resid'ential code sections R502'1 1.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOADCASE(S) Standard Scale = 1:35.4 201918 3x4 = LOADING (psf) TCLL 35.0 TCDL 8.0 BCLL O.O BCDL 8.0 SPACTNG 2-0-0 Plates Increase 1 .15 Lumber Increase 1.15Rep Stress Incr YES Gode lRC2009/TP12007 csl TC 0.05BC 0.03 wB 0.07 (Matrix) DEFL in (loc) l/defl Ud Vert(LL) nla - nla 999 VenoL) nla - nla 999 Horz(TL) 0.00 11 nla nla PLATES GRIP MT20 220/195 Weight:93 lb FT = 0% LUMBER TOP CHORD 2x4 DF 1800F 1.6E or2x4 DF No.l&Btr BOT CHORD 2x4 DF 1800F 1.6E or2x4 DF No.l&Btr OTHERS 2x4 DF Stud/Std REACnONS All bearings 21-9-0. (lb) - Max Horz 1=-68(LC 7) Max Uplift Ail uptift 100 tb or tess at joint(s) 17, 18, 20,21, 15, I4, 13, 12Max Grav All reactions 250 lb or less at joint(s) 1 , 1 1 , 16, .17 , 18,20, 15,1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 2S0 (lb) or less except when shown. NOTES BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directty applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer 14, 13 except 21 =251 (LC 1 ), 12=251 (LC 1 ) Unbalanced roof live loads have been considered for this design. 2) Wind: AS-CE 7 05;gqnph; IC_D_L=1.2p!f; BCDL=4.2pst; h=25fi; B=45tt; L=24ft: eave=2tt; Cat. [; Exp B; enctosed; MWFRS (alt heights)and C-C Corner(3) O-7-7 to 3-7-7 , Exterio(2) 3-7-7 to 1 O-1 0-8, Co!1e(3) I 0-1 O-g to I 3-1 O-B zone; cintiiever teft and right exposed I eni . v_ertical left and dght exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=I.60 plate gri-p DOL=1 .603) _Truss designed for wind loads. in the plane of the.truss only. For studs exposed to wind (normal to the face), s6e Stiniard IndustryGable End Details as applicable, or consutt qualitied buitding designer as ier ANSI/Tp| 1. 4) Alf pfates ate 2x4 MT2O 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 {or a 1 0.0 psf bottom chord live load nonconcurrent with any other live loads.8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplitt at ioint(s) 17, 18,20,21 , 15, :|4,13.12. 9) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1 .1 and Rg02.1 0.2 and relerencedstandard ANSI/TPI 1. LOADCASE(S) Standard 80608-14 I russ I yPE Common vry 8 iopperureer(/AndeMn [mp4/21 (tD)BP ,ob Ref erence (optional) n:7.430 s Oct 14 2013 tlD:y Nqx6qYdLX rqo s rcn Apr zl rztzoio4 2014 P21 f DHBGkYrhwFiRhYDzssz( Scale = 1:37.7 LOADING (psf) TCLL 35.0 TCDL 8.0 BCLL O.O BCDL 8.0 LUMBER TOP CHORD 2x4 DF 1800F 1.6Eor2x4 DF No.l&Btr BOT CHORD 2x4 DF 1800F 1.6E or2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std BRACING TOP CHORD Structural wood sheathing directly applied or 4-6- l oc purlins.BOT CHORD Rigid ceiling directty applied or 1O-O-0 oc bracing. Mr lek recommends that stabilizers and required cross bracingbe installed during truss erection, in accordance with Stabilizer PLATES GRIP MT20 220t195 Weight:86 lb FT = 0% REACTIONS FORCES (rb) TOP CHORD BOT CHORD WEBS NOTES (lb/size) 2=1 1 95/0-3-8 (min. 0-1-8), 6=1 195/0-3-8 (min. 0-1 -B) Max Horz2=-79(tC 7) Max Uplift2=-109(LC 9), 6=-109(LC 9) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 2-9=-1776h65,3-9=-1 684/1 87, 3-10=-1 294/135, 4-1 0=-1 195/1 46, 4-1 1 =_1 1 95/1 46, 5-1 1 =-1 29411 35, 5-12=-1684t187 , 6-12=-1776/169 2-8=-90/1 493. 6-8=-1 07l1 493 4-8=-7 t637, 5-8=-517 I 1 22. 3-8=-517 / 122 1 ) Unbalanced roof live loads have been considered for this design. 2) Wind: {S,CE 7-05; 90mph;TCDL,=4.2psf; BCDL=4.2psf; h=251t; B=45tt; L=24ft; eave=4ft; Cat. ll; Exp B; enctosed; MWFRS (al heights)and C-C Exterio(2) -1-6-13 to'1-5-3, Interio(1) 1-5-3 to 10-5-0, Exterio(2) 1O-5-0 to 13-5-0 zone; cantilever left and right exposed ; endvertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate giip DCiL=1.603) This truss has been designed for a 1 0.0 psf bottom chord live load nonconcurrent with any other live loads.4) Provide mechanical connection (by others) ol truss to bearing plate capable ot withstanding 1 O0 lb uptift at joint(s) except 0t=tb) 2=109,6=1 09. 5) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1 .1 and RBO2.1 0.2 and referencedstandard ANSI/TPI 1. LOADCASE(S) Standard SPACING 2-0-0Plates lncrease | .15Lumber Increase 1 .15 Rep Stress Incr YES Code lRC2009/TP12007 DEFL in (loc) l/dell Vert(LL) -0.18 2-8 >999 Vert(TL) -0.41 2-8 >596 Horz(TL) 0.05 6 n/a wind(Ll) 0.03 6-8 >999 ud 360 240 nla 240 Sele = 1:37.7 4x4 = ;ets (x.Y): llE:u-3-u,u-J-( LOADING (psf) TCLL 35.0 TCDL 8.0 BCLL O.O BCDL 8.0 SPACING 2-0-0 Plales Increase 1.15 Lumber Increase 1 .15 Reo Stress Incr YES Code lRC2009/TP12007 csl TC 0.15 BC 0.05 wB 0.08 (Matrix) DEFL in (loc) l/detl Ud Vert(LL) -0.02 13 nh 12O Vert(TL) -0.02 13 nlt 12O Horz(TL) 0.00 12 nla nla PLATES GRIP MT20 2201195 Weight:99 lb FT = 0% LUMBER TOP CHORD BOT CHORD OTHERS 2x4DF 2x4 DF 2x4DF 1800F 1.6E ot2x4DF No.l&Btr 1800F 1 .6E or 2x4 DF No.'l &Btr Stud/Std BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins' Rigid ceiling directly applied or 10-0-0 oc bracing. ?uliTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer FEACTIONS All bearings 20-10-0. (lb) - Max Hotz2='7g(LC 7) Max Uplift All uilift 1 60 lb or less at ioint(s) 2, 1 9, 20, 21, 22, 17 t 16: l\ I 4 : 12 Max Grav A1 re;ciio;; iso tu or tesi at lo'int(s) ia, is, eo, 21,22, 17,16, '15, 14 except 2=299(Lc 1)' 12=299(Lc 1) FoRcEs(|b)-Max.Comp./Max.Ten.-Al|forces250(|b)or|essexceptwhenshown. NOTES 1 ) Unbalanced roof live loads have been considered for this design' 2) Wind: ASCE 7-05; gOmpn; rdb-r-=+.ipsi; eCDi=a.2pst; n=e!ti; e=+Sft; L=24tr; eave=2tt; Cat. ll; Exp.B; enclosed;.MWFRS (all heights)-' ""J6-C-crns(3i -1-6:13'to is-g, Elteiio<el 1-5-3to t0-5-0, borner(g) 10-s-0 to 13-5-0 zone; cantilever left and right exposed ;.end verticat left and rignt exposed;ilCro, memobis and lorces a ilwf nS ioi reactions shown; Lumber DOL=1.60 plate grip DoL=1 '60 g) Trussdesiqnedforwindtoadiintheplaneolthetrussonly. Forstudsexposedtoyind_(normaltotheface),seeStandardlndustry Gable End betails as applicable, or consult qualif ied building designer as per ANSI/ | l'l I . 4) All plates are 2x4 MT2O unless otherwise indicated' 5l Ga6b requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. ;i ili;;;; h-";'b"en Oesigneator a 10.0 psf bottom chord live load nonconcurrent with any otherlive loads.. g) provide mechanicat "onn""iion (Oi otheis) of truss to bearing plate capable of withstanding 1 00 lb uplift at ioint(s) 2' 19' 20' 21 ' 22, 17 , 16,15,14,12. 9) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1. 1 and R802.1 0.2 and referenced standard ANSI/TPI 1. LOADCASE(S) Standard DEFL in (loc) l/defl Ud Vert(LL) -0.18 5-6 >999 360 vertil-) -o.42 1-6 >582 24o Horr(TL) o.o5 5 nla nta Wind'(LL) 0.05 1-6 >999 24o SPACING 2-o-o Plates lncrease 1 .15 Lumber Increase 1 .15 Reo Stress lncr YES Code lRC2009/TP12007 LOADING (Psf) TCLL 35.0 TCDL 8.0 BCLL O.O BCDL 8.0 PLATES GRIP MT20 220fi95 Weight:82 '5 P1 = 0% LUMBER i6i crbno 2x4 DF 1800F 1 .6E or 2x4 DF No'l&Btr i6r ciioRD ii+ or I eoor 1.6E or 2x4 DF No'1&Btr WEBS 2x4 DF Stud/Std REACTIONS (lb/size) 1=1048/0-3-8 (min' 0-1-8)' 5=1048/0-3-8 (min' 0-1-8) Max Horz 'l=-69(LC 7) Max Upliftl =-64(LC 9)' 5=-64(LC 9) Structural wood sheathing directly applied ot 4.-2-11oc purlins' Rigid ceiling directly applied or 10-0-0 oc bracrng' . BRACING TOP CHORD BOT CHORD FORCES (lb) - Max. Comp'/Max' Ten' - All forces 250 (lb) or.less except when shown' rop cHoRD 1-7=-1so3t2o;;-i-='iz6lt - ---' --ti711p'3-8=-1225l165' 3's= 1225t165' 4'9='1327 t|48, 4'1o=-1704t217' 5-10=-1803/207 BOT CHORD 1 -6='1 4111 543, 5-6=-1 4211 543 fr-e'es - - 3-6=-291676, 4'6=-543t127,2-6=-5431127 NOTES i',, Wjtnsat;:jJiS#.?i: +SfJj.:lr"i1;33fil?'rtj;:#"r?fllb_=1sq; g'^r:T.":1ll cat. '; Exp B;encrosed; MWFRS (arr heishts) . . and c_c Exterio(2) O-1 -12 ro 3-1 -1 2, interio(1 ) 3-1 -12 to rb1"s:b,-extiiibrtzl i o'-s-o to I O-S-O ionei ianiilever left and right exposed ; end verticar reft and rignt exposei.;bic fi;;dd and torces-&-M-wFns toir6actions shown; Lumber DoL=1.60 prate grip DoL=l '60 3) This rruss has been a"rign;i'io;;ib.o-priui,ttor "hord tive ioad nonconcurrent with anv other live loads' 4) provide mechanicat connection (by others) ot truss to.uearini irli" t"pJi" ot *ithstandino 100 lb uplift at ioint(s) 1 ' 5' si This truss is designed in "".oio.nt" wirh ihe 2009 rnt"rn"iio'n5i?lr-il[il"] doa" r".tionJR502'11:1 and R8o2'10'2 and referenced standard ANSI/TPI 1. LOADCASE(S) Standard '{:l1 DEFL in (loc) l/defl Ud Vert(LL) -0.00 2-4 >999 360 Vert(TL) -0.00 2-4 >999 240 Horz(TL) -0.00 3 n/a nla Wind(LL) 0.00 24o SPAC|NG 2-0-0 Plates Increase 1 .15 Lumber Increase 1.15 Rep Stress Incr YES Code lRC2009/TP12007 LOADING (psf) TCLL 35.0 TCDL 8.0 BCLL O.O BCDL 8.0 LUMBER TOP CHORD 2x4 DF 1 800F 1 '6E or 2x4 DF No.1 &Btr BOT CHORD 2x4 DF 1800F 1 .6E ot 2x4 DF No.1 &Btr PLATES GFIP MT20 220fi95 Weight: 11 lb FT = 0% BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins' Rigid ceiling directly applied or 10-0-0 oc bracing. recommends thal 's and required cross bracing in accordance with Stabilizerbe installed during truss erection, REAC]]ONS (lb/size) 3=-7lMechanical, 2=44510-7-6 (min' 0-1-8),4=1g/Mechanical Max Horz 2=48(LC 9) Max Uplift3=-7(LC 1 ), 2--1 05(LC 9) vsx 6iav!=15(LC 10),2=445(LC 1)' 4=43(LC 2) FORCES (lb) - Max. Comp./Max' Ten' - All lorces 250 (lb) or less except when shown' NOTES il-ViinO: nSCe 7-05; 90mph; TCDL=4.2psf; BCDL:1.?qsl; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp B; enclosed;.MWFRS (all heights)' .nJ C-C Corne(3i -2-2-1 ro t-O-14, eiteiio(z) 2-0-1i to 2-8-7 zone; cantilever left and dght exposed ; end vertical left and right eipoi"o;C-C toi r"rU"o and forces & MWFhS tor reactions shown; Lumber DoL=1.60 plate grip DOL=1.60 Zl itiis trusi has been designed for a 1 0.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Reter to girde(s) for truss to truss conneclions. 4) provide mechanicat .onn".uon-lov otn"rs) ot iruss to uearing plqle cgpable ot withstanding 1 o0 lb uplift at joint(s) 3 except (jt=lb) 2=1 05' Si fnis tiuss is designed in accordinte with ihe 2009 Internatio-nil Resid'ential Code sections R502'1 1.1 and R802.10.2 and relerenced standard ANSI/TPI 1. LOADCASE(S) Standard I D :y_Nqx6qYdLX_rqoFqxpPVozOVgHJl Scale = 1:57.4 6.00 I 12 26 5x8:\ 5 2r4 rl :l 3x4 :\67 7x10 MT20H= 5x6 = 6.00FZ 13 5x10 MT20H--12 5x6 --.- Plates lncrease 1 .15 Lumber lncrease 1 .15 ReD Stress lncr YES Code lRC2009/TP12007 DEFL in (loc) l/defl Vert(LL) -0.29 13-14 >999 Vert(TL) -0.52 13-14 >761 Horz(TL) 0.24 10 nla Wind(LL) 0.10 14 >999 ud 360 240 nla 240 LOADING (psf) TCLL 35.0 TCDL 8.0 BCLL O.O BCDL 8.0 LUMBER TOP CHORD 2x4 DF 1800F 1 .6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1 800F 1 .6E or 2x4 DF No.1 &Btr WEBS 2x4 DF Stud/Std'Except. Wl0:2x4 DF'1800F 1.6E or2x4 DF No.1&Btr PLATES GRIP MT20 2201195 MT20H 165 46 Weight: 169 lb FT = 0% BRACING TOP CHOBD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-16 that Stabilizers and reouired cross be installed during truss erection, in accordance with Stabilizer REACTIONS FORCES 0b) TOP CHORD BOT CHORD WEBS NOTES 1 ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; B=45ft; L=33ft; eave=4ft; Cat. ll; Exp B; enclosed; MWFRS (all heights) and C-C Exterior(2) 0-0-0 to 3-3-10, lnterio(1) 3-3-10 to 16-6-0, Exterio(2) 16-6-0 to 19-9-10 zone; cantilever lefl and rightexposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 .60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 1 0.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Refer to girde(s) for truss to truss connections. 6) Provide mechanical connection (by others) ol truss to bearing plate capable of withstanding 1 00 lb uplift at joint(s) except (jt=lb) | =1 03, 10=144. 7) This truss is designed in accordance with the 2009 lnternational Residential Code sections R502.1 1 .1 and R802.10.2 and relerenced standard ANSI/TPI 1. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. LOADCASE(S) Standard (lblsizel 1 =1677 lMechanical, 1 0=1 824/0-5-8 (min. 0-1 -1 5) Max Horz 1 =-1 29(LC 7) Max Uplift1=-103(LC 9), 10=-144(LC 9) - Max. Comp./Max. Ten. - All lorces 250 (lb) or less except when shown. 1 -24=-29O4t31 1, 2-24=-2628t27 O, 2-3=-19891223, 3-25=-1 817 /237, 4-25=-1 8091250, 4-26=-1736t257,5-26=-1 886/245, 5-6=-31 441333, 6-7=-29851287,7 -8=-31s3/286, 8-9=-5089/405, 9-27 =-2601 1222, 10-27 =-2662/21 6 1-17=-434t2854, 16-17=-14512467, 1 5-1 6=-89/2007, 14-15=-9a/2224, 1 3-1 4=-308/4455, 1 2-1 3=-1 59/2363. 1 0-1 2=-21 9/31 1 8 2-17 =Ot297, 2-16=-97511 45, 4-1 6=-1 01 n 1 05, 5-16=-71 411 1 5, 5-1 5=-946/56, 5-14=-14111998, 6-14=-373194,8-14=-1736^68,8-13=-171899,9'13=-169/2457' 9-12=-1208t93 WKTSLFxZUDALBT 6.00 llz 4x6 = 4 3x4 :\ 4x6 :\ 5 r+o il SPAC|NG 2-0-0 Plates Increase 1 .15 Lumber Increase 1 .15 Rep Stress Incr NO Code lRC2009/TP12007 DEFL in (loc) l/defl L/d Vert(LL) -0.16 7-9 >999 360 Vert(TL) -0.34 7-9 >510 24O Horz(TL) 0.01 7 nla nla Wind(LL) 0.07 7-9 >999 24o LOADING (psl) TCLL 35.0 TCDL 8.0 BCLL O.O BCDL 8.0 LUMBER TOP CHORD 2x4 DF 1800F 1 .6E o( 2x4 DF No.1 &Btr BOT CHORD 2x4 DF 1800F 1 .6E ot 2x4 DF No.1 &Btr WEBS 2x4 DF Stud/Sto OTHERS 2x4 DF Stud/Std REAC]'IONS All bearings 18-1 1 -8 except (jt=length) 7=0-5-8. (lb) - Max Horz 1=-129(LC 5) PLATES GRIP MT20 220fl95 Weight: 207 lb FT = 0% BRACING TOP CHORD Struclural wood sheathing directly applied or 5-1 1-1 oc purlins BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 1 0-1 1,9-1 0,7-9. WEBS 1 Row at midot 4-11, 6-1 '1, 2-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Max Uplift All uplift 100 lbor less at joint(s) 1,15, 17,18 except 11=-191(LC 7),7=-116(LC 7) MaxGrav All reactions250 lborlessatioint(s)1,12,13,14,16,17,10except11=161s(LC1), 15=647(LC11), 7=845(LC 12), 18=345(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-50/349, 3-4=-221498,4-5=0/498, 6-42=-7011101 ,7-42=-842168 BOT CHORD 10-1 1 =-0/623, 1 0-43=-0/623, 43'44=-01623, 44-45='01623,9-45=-0/623' 9-46=-0/623' 46_47 =_Ot623, 47.48=-Ot623, 48-49=_0/623, 7 _49=-0t623 WEBS 4-11=-9O6n1,6-11=-10991172,6-9=0/301,2-11=-3281104,2-15=-622/101 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; B=45ft; L=33ft; eave=4tt; Cat. ll; Exp B; enclosed; MWFRS (all heights); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed tor wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualif ied building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psl bottom chord live load nonconcurrenl with any other live loads. 7)Providemechanicalconnection(byothers)oftrusstobearingplatecapableofwithstanding l00lbupliltatioint(s) 1,15,17,18except 0r=rb) 1 1=191, 7=1 16. 8) This truss is designed in accordance with the 2009 International Residential Code sections R502.1 1 .1 and R802.1 0.2 and referenced standard ANSI/TPI 1. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) Hange(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8 lb down and 22 lb up at 31 -0-0 onlopchord,and15lbdownandll lbupat 18-11-4, 15lbdownandll lbupat 20-11-4, 15lbdownand11lbupat 22-11-4, 15lb downandll lbupat 24-11-4,15lbdownand11lbupat 26-11-4,andl5lbdownandll lbupat 28-11-4, andlSlbdownand9lb up at 30-1 1 -4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 1 1) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 LOADCASE(S) Standard iiolao. n.joi Live (balanced): Lumber Increase=1'15' Plate 1ns1s3ss=1'15 Unitorm Loads (Plf) Vert: 1 -4=-86, 4-8=-86' 1 -7=-16 Concentrated Loads (lb) 1/grt;4!=17(B) 43=-15(B) 44=-15(B) 45=-15(B) 46=-15(B) 47=-1s(B) 48=-15(B) 4s=-18(B) 2'l SxB :- 6 '15 TfiOMrmH-- 6.00llztl DEFL in (loc) l/detl Vert(LL) -0.29 14-15 >999 verriTl) -0.52 14-15 >753 Horz(TL) 0.26 11 ila windilL) o.1o 15 >999 Ud 360 240 nla 240 sPAclNG 2-0-0 Plates Increase 1.15 Lumber Increase 1 .'15 Rep Stress Incr YES Code lRC2009/TP12007 LOADING (Ps{) TCLL 35.0 TCDL 8.0 BCLL O.O BCDL 8.0 PLATES GRIP MT20 220n95 MT2OH 165/146 Weight:fb FT =0o/o LUMBER i6p cHbno 2x4 DF 1800F 1.6E or2x4 DF No'1&Btr i6i cHoRo ii+ or t aoor 1 .6E or 2x4 DF No'1 &Btr WeeS 2x4 DF Stud/Std'Except" Wrot z"+ DF 1800F 1 '6E or 2x4 DF No'1&Btr REACTIONS (lb/size) 2=1814/0-5-8 (min'O-1-15)'11=1814/0-5-8 (min'0-1-15) Max Horz2=131(LC 8) Max Uplift2=-149(LC 9)' 1 1 =-1 49(LC 9) FORCES (lb) - Max' Gomp./Max' Ten' - All forces 250 (lb) oI less except when shown' rop cHoRD 2_1s=-2s$t2ff,b_il=_irtib;r5& s-+=leooglzrs, 4-2ci=-1834t233,5-2o=-182st246' 5.21=-1755P;;,'a-i1=lsoi'as:'6.7=-g2gglgg2,7-8=-30621285,8-9=.3265/283' 9- 1 O= -53 1 7/409 : fi -22='2593 | 23 4, 1 1 -22-='30 1 3 I 227 Bor cHoRD 2-1a=-134t25ii', ti 1a= tsqtzEll',^ia-it='a6iioqo' fi-16='s5t222g 14-1 s=-310/4634' 13-14='173t2682,11-13---16512543 - wEBS 3-18=0/326,sliil-ioi5/1ie,5-17=-s7t1132'6-17=-734t116'6-16=-877t54' 6-15='1Aazo;i',t- j;=:&td5-, g-r s=-iesdi ze' s'14=-25t1046' 10-14=-15s/2358' 10-13=-1 181/90 NOTES BRACING TOP CHORD BOT CHORD WEBS 't'it jn-t-"t"n""urooJliveloadshaveneen-c9n3ri1,e!,t?t^tiir1??igrl;1) Unbalanced roof live loads have "_?"i"t"?.";38'i]1|i:iir"=:iji. b=45ft; L=33ft; gsyg=4fti cat. l; Exp B; enctosed;.MWFRS (all heights) ii ;ffiil'scE tbsl.so.mg!;^lc!rjfq:L?9P.\1"1tjll1^-^-" tryrerior(2,r 16-6-0 to 1s-s-10 zone; cantitever rert and ristriexposed^'-winu, esce 7-05; 90mph; TCDL=4.2osf; BGDL=4 zPsti n=zclr; o={orr' L=ru'r' eqrv--'|!' -l*b l*J d"lilever teit and right exposed ; andc-cExterio(2)-r-o-rstoi-;ilinib'roarlr e-tg-i:1,9:t95lliJ3{?l]l;}l,llJliso*n,I,'be,DoL=l.60pratesripDoL=l.6(-' and c-c Exterio(2) -1-6-13 to 1-8-13, lnterio(l) 1-6-r r Io l:.,:-t fii;?H$;#;.;#;. ;;*n;Grb"i oor_=i.60 ptate grip DoL=l.60 Ini u"tti""rl"t air6 right exposed;c-c for members and fo 3) ;l|iht;;;* MT20 pl-ates unless otherwise i{i:I*^," rr,^ r^,.r nnnnnncrrrrenr wirh anv other live loacls.?l +il'3 f,11"fl:$:13 ['::',s"":'ffi:;i9:' q,u' 'ii!9l .{::o^*:'^",:f-'""#."1['il"Jl*i':"il""1g,'il:iii;f,li;*lln::;ff;llsil?J.i[L'6|h1[j'"?"J""J,ffi!'#;ffi"ft;reoi*iir'srinoiniioo h upriftatioint(s)except(it=rb)2=14s' 11=l49. 6) This truss is designed in accordance with the 2oo9 Internationar Residential code sections R502'1 1 '1 and R802'10'2 and referenced ,, :llflllrflti$irlli. with rixed heers. Member end rixity moder was used in the anarvsis and desisn of this truss' LOADCASE(S) Standard Structural wood sheathing directly applied' Riqid ceiling directly applied or 10-0-0 oc bracrng' 1 Fow at midpt 3-17 6.00 FZ DEFL in (loc) l/detl Vert(LL) -0.18 11-12 >999 Vert(TL) -0.35 1 1 -12 >999 Horz(TL) 0.13 I n/a Wind(LL) 0.06 11 >999 Ud 360 240 nla 240 SPACING 2-0-0 Plates Increase 1 .15 Lumber Increase 1.15 Rep Stress Incr YES Code lRC2009/TP12007 LOADING TCLL TCDL BCLL BCDL (pst) 3s.0 8.0 0.0 8.0 PLATES GRIP MT20 2201195 Weight: 145 15 Pf = 0olo LUMBER i6i ciono 2x4 DF 1800F 1 '6E or 2x4 DF No'l&Btr eoiCHORo 2x4 DF 1800F 1.6E or2x4 DF No'1&Btr WEBS 2x4 DF Stud/Std Structural wood sheathing directly applied' Riqid ceiling directly applied or 10-0-0 oc bracrng' t iow at midot 7-1 1 ' 3-1 1 REACTIONS (lb/size) 2=1818/0-5-8 (min' 0-1-15)' 8=1818/0-s-8 (min' 0-1-15) Max Horz 2=131 (LC 8) Max Uplift2=-l44(LC 9)' 8=-1 44(LC 9) FORCES (lb) - Max' Comp./Max' Ten' - All lorces 250 (lb) oI less except when shown' rop cHoRD 2-1s=-2sost2;;,3:id:-i6iri261, s'+=''z6ottzzo' 4-2ci=-183st233' 5-20=-1827t247 ' 5-21=-18272i;,,0-ii=-ieig/Zis' a-z=-zooltzzo,T-22=-2632|26'1,-8.22=-2908|234 Bor cHoRD i-72= zoatzs61" 1 l'tz=-tsstztTo, 1o-1 1 ='1 4912470' 8-10='2222501 WEBS 5-11=-63h02;:i-rr=.sos/144, l.io=otzaz,3-11=-969/144,3.12=01287 NOTES l'twllruat;:JJ5#?":+eb"r:?:i,,'Jii33Br:-'.?"$:'f-Efi'=o*i.;g..1,i"^":":4jl car. l; Exp B;encrosed;.MwFRS (arrheishts) ' and c_c Exterio(2) -1-6-13 to .t-8-13, tnterio(1) r -a-re tolilidEii"i-riir6-o-0. to 19-9 1O zone; cantilever left and right exposed ; end vertical teft and right exposed;C-C for members and f";; & MWiRd 16r reactions shown; Lum'ber DOL=1'60 plate grip DOL=I '60 g) This truss has been o".ignliio-;;i o;.0 p.i Uottot "norO iivl toaa nonconcurrent with anv other live loads' 4) provide mechanicat connection (by others) of truss ro o*iili 'irliir i;jiJri" oi *iinJt"noiig 1 00 lb uplift at ioint(s) except (it=lb) 2=144' 8=144. 5) This truss is designed in accordance with the 2009 International Residential code sections R502'1 1 '1 and R802'10'2 and referenced .i :,9**iili:lir:lis with rixed heets" Member end rixitv model was used in the analvsis and desisn or this truss' LOADCASE(S) Standard BRACING TOP CHORD BOT CHORD WEBS Scale = 1:57.6 I*l* DEFL in (loc) l/defl Vert(LL) -0.40 12-13 >871 Vert(TL) -O.7312-13 >474 Hoz(TL) 0.33 10 nla Wind(LL) 0.1312-13 >999 Ud 360 240 nla 240 Plates lncrease 1 .15 Lumber Increase 1 .15 Reo Stress Incr YES Code lRC2009/TP12007 LOADING (psf) TCLL 35.0 TCDL 8.0 BCLL O.O BCDL 8.0 LUMBER TOP CHORD 2x4 DF 1800F 'l '6E or 2x4 DF No.1&Btr BOT CHORD 2x4 DF 1800F 1.6E or2x4 DF No.1&Btr WEBS 2x4 DF Stud/Std.Except' W6: 2x4 DF 1800F 1.6E or 2x4 DF No'l&Btr BRACING TOP CHORD Structural wood sheathing directly applied or 2-3-15 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: PLATES GRIP MT20 220n95 Weight: 162 lb FT = 0olo 6-0-0 oc bracing: 15-18.'l Row at midpt 6-13 recommends that Stabilizers and required cross be installed during truss erection, in accordance with Stabilizer WEBS REAC'I'IONS (lb/size) 10=1551/0-5-8 (min.0-1-9), 15=2085/0-5-8 (min' 0-2-4) Max Horz 15=-131(LC 7) Max Uplift1 0=-1 1 8(LC 9)' 1 5=-236(LC 9) FORCES (lb) - Max. Comp./Max' Ten. - All forces 250 (lb) or less except wien lh-oln'. .^^ ioF cHoiD 2-22=-ssanta,3'22='s74t11o1 ,3-4=-15231122, 4'5=-1389t144' 5-6='1429t202' 6-23=-s904/29b, 7-29=-4O3Ot278,7-8=-3803/203, 8-9=-39s7/201, 9-24=-44771303' 10-24=-45941289 BOT C HORD 2-1 5=-869 t7 02, 1 4- 1 5=O t7 26, 1 g' 1 4=O 17 26' 1 2- 1 3=0 t 1 323, 1 O- 1 2=-21 7 I 41 43 wEsi 3-1 3=-1 03/s89, 5-1 3=-423n 09, 6-1 3=-so9/230, 6-1 2=-1 59/3000' 7-12=-549t151 ' 9-1 2=-551 ^ 39, 3-1 5=-251 21 42O NOTES 1 ) Unbalanced roof live loads have been considered for this design' ii Wi|illcE ]-bs; sorph; rcb-L=a.2psf; a[Df=a.zpsr; h=25t1 B=45ft; L=33ft; eave=4ftj Cat. ll; Exp B; enclosed; MWFRS (all heights)-' ;il;-C-E-t";io,.iii-i-ri-ib t" i -B-r s,'tnterio(r ) i -8-i 3 to t 6-6-0, Exterio(2) 16-6-0 to 1 9-9-10 zone; cantilever lelt and risht exposed ; end vertical left and right exposed;c-c for members and forces a MWFRS f6r reactions shown; Lumber DoL=l.60 plate grip DoL=1 '60 Ol i'ni ii"ss nas Ueen UlsignjO for; 10.0 psf bottom chord live load nonconcurrent with any other livg.l.oadg. . +i e""ri^a "t Fint(s) 1O con-siders parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. s) provide mechanicat conneclion (by others) ot truss to bearing plate capable of withstanding I 00 lb uplift at joint(s) except 0t=lb) 10=1 18' 1 5=236. 6) This truss is designed in accordance with the 2OOg International Residential Code sections R502.1 1.1 and R802.10'2 and referenced standard ANSI/TPI 1. LOADCASE(S) Standard 5Xb tl I leIY lNola l*l u4 tl 1 j q';l"1 g.ooF DEFL in (loc) l/defl Vert(LL) -0.36 9 >921 vertiTl) -0.66 7-9 >5oo Hoz(TL) 0.33 7 nta Wincl(LL) O.12 I >999 Ud 360 240 nla 240 Plates Increase 1.15 Lumber Increase 1 .15 Reo Stress Incr YES Coae lRC2009/TP12007 LOADING (Psf) TCLL 35.0 TCDL 8.0 BCLL O.O BCDL 8.0 PLATES GRIP MT20 2201195 Weight: 136 lb FT = OYo LUMBER i6iGbno 2x4 DF 1800F 1.6E or2x4 DF No'1&Btr eof CHORO 2x4 DF 1800F 1'6E or2x4 DF No'1&Btr WeeS 2x4 DF Stud/Std'ExcePt" WS: Zx+ DF 1800F 1'6E or 2x4 DF No 1&Btr REACIONS (lb/size) 7=1568/0-5-8 (min' O-1-10)' 11=1404/0-5-8 (min' 0'1-8) Max Horz 1 1 =-1 60(LC 7) Max Uplift7=-l35(LC 9)' 1 1 =-85(LC 9) FORCES (lb) - Max. Comp./Max' Ten' - All forces 250 (lb) oI less except when shown' rop cHoRD 2-ts=-1464n#,b-il=-ii'i,b/ise, 3 -t+l-stztts+g,4-14='3e47t337 ' 4'5='3751t262' 5-6=-3923/260, 6- r s=-++o t tge+, 7 - 1 5=- 4499-1 347 BOr oHORD io-t t =-zslt t os, s-1 0=0/1 347, Z-s-?89110^06 WEBS 2_10=-7}r28s,6'-r o=:so-5t n-r=-1 80/288e' 4-9=-531/1 38' 6-9=-459/1 38, 2-1 1 =-1 5s0/190 NOTES Structura|woodsheathingdirect|yappliedor2-6-Socpur|ins'except end verticals. Rioid ceiling directly applied or 10-0-0 oc bracing' r E^*armJdnt 3-10,2-11 BRACING TOP CHORD BOT CHORD WEBS l]-W*telru;t,;:jJ5.HX'^: +AfJj.:l':?538'ijr'.","'i1""'j,Hi11:i*#i'l::T,""=,'i;96';J;.',i"?;il:nif;ll\'nl,.$i!:3["],wind:ASCE7-05; gumpn; ruul=+'zusr'iDvul-''4vs""---;_o,gri"iib<zjtt-o-oto14-6-0zone; cantileverleftandrightexposeo;*1"";l"till"zul;1,:::$';r;l*:l"4ll,i1;-lidiiL'*it"3:iT:i:i::ril'J:1f.ifill':;#i.,1i'ci"dLir-gindoL:r oo .) l?t1?'f""'*1'iBl'.";ffi::;#i-q:ii"l-?:qn^;*'l*'X""1#;1",":::tllfll;X?"?H,iji"JJif'l'111?l*;,ft?ffii:it|ff',J:li:,i,Llg%1'"?fHil""H1'X'*3'iidi"ilil;ilffi;ilffii'ilil:;;ii,ii^gdeiignersnoutdverirvcapacitvot bearing surface. 5) provide mechanicar connection (by others) or truss to bearing prate capable of withstanding 1 o0 lb uplift at joint(s) 1 1 except (jt=lb) a, fil"t?;", is designed in accordance with the 2009 International Residential code sections R5o2'1 1 '1 and R8o2'10 2 and referenced standard ANSI/TPI 1. LOADCASE(S) Standard Ssals = 1:52.8 4x4 = 2625 24 3x4 = DEFL in (loc) l/defl Ud Vert(LL) -0.02 17 nh 120 vertiTl) -0.02 17 nl( 12o HorifiL) o.o1 16 nla nla SPACING 2-O-O Plates lncrease 1.15 Lumber Increase 1 .15 Rep Stress Incr YES Code lRC2009/TP12007 LOADING (Psf) TCLL 35.0 TCDL 8.0 BCLL O.O BCDL 8.0 PLATES GRIP MT2o 220fi95 Weiqht: 170 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins' exceptLUMBER ioF cHono 2x4 DF 1800F 1.6E or2x4 DF No"l&Btr eof CHOnO 2x4 DF 1800F 1.6E or2x4 DF No 1&Btr WEBS 2x4 DF Stud/Std OTHERS 2x4 DF Stud/Std BRACING TOP CHORD BOT CHORD WEBS REACTIONS All bearings 28-0-0. (lb) - Max Horz 32=-160(LC 7) MaxUplift nrr ,iiiriro6iuorlessatjoint(s)s2'26'27'28'2s'30'31 2!,2?:22'21'20' 19'18'16 MaXGrav A|l reactions250|borlessatloin(s)g','6,ii'za'zs'30,31,24,23,22,21'20, 19, lSexcept 16=295(LC 1) FORCES (lb) - Max. Comp./Max. Ten' - All {orces 250 (lb) or less except when shown' TOP CHORD 7-8='601259 NOTES Itwffinsa'.'i$Ji3#x1:+3t".:?T;?53Bl"il"r"x}:':"r?flib^=+st;1-^11e.ni1y" *:t:caLr; Exp B;encros.ed;YryfRS (arr heights) ' and C-C Corne(3) O-1 -12 to 3-1 -t 2, Exterio(2) 3-1 -1_2 to 1 'lf,'-'6, C;;;;(31 r r -b-O to .t +-O O zone; chnlilever left and right exposed ; end vertical left and right exposed;c-c lor members and forces & MWFRS foi ieactions shown; 1-"691 9QL=1'60 plate griP DOL=I '60 3) Truss designed tor winO toaOs in the plane of the truss only: i;;;il;s;tposeO 1o ryr1d (normal to the face)' see Standard Industry Gabte End Deraits as appricJr-re, ii cSnsrrt quiriri"o building designer as per ANSI/TPI 1. +) All olates are 2x4 MT20 unless otherwise indicated' 5i Gabb requires continuous bottom chord bearing' 6l Gable studs spaced at 2-0-0 oc. 7) This lruss has been oesignJiiot a 10.0 psf bottom chord live load nonconcurrent with anv other live loads' ai provide mechanicat connecrion (by others) of truss to bJi;; ffiG.;i;i" oi *iintiinoing 100 lb uplift at ioin(s) 32' 26' 27 ' 28'29'30' ,, ?lri3fu3:',3?;2,l;it; Ll:,13;,i,?nce wirh the 200e Internationat Residential code sections R502.11.1 and R802'10'2 and rererenced standard ANSI/TPI 1. LOADCASE(S) Standard Scale = 1:10.6 J :l I DEFL in (loc) l/defl Vert(LL) -0.00 2 >999 veniTl) -o.oo 2-4 >999 Hotz (TL) 0.00 4 ^ta windiLl) o.oo 2 "-" Ud 360 240 nla 240 SPACING 2-0-0 Plates Increase 1 .15 Lumber Increase 1 .15 Rep Stress Incr YES code lRC2009/TP12007 LOADING (Psl) TCLL 35.0 TCDL 8.0 BCLL O.O BCDL 8.0 NOTES BRACING TOP CHORD BOT CHORD PLATES GBIP MT20 2201195 Weight: 9 lb FF = 0oh Structural wood sheathing directly applied or 2-0-O oc purlins' except end verticals. riigiO ."iling directly applied or 10-0-0 oc bracing' LUMBER ioiGbno 2x4 DF 1800F 1 '6E or 2x4 DF No'1&Btr ;6T cHoRD 2x4 DF 1800F 1 .6E or 2x4 DF No'1 &Btr WEBS 2x4 DF Stud/Std REACTIONS (tblsize\ 2=29210-5-8 (min' 0-1 -8)' 4=31 /Mechanical Max Horz 2=36(LC 8) Max Uplift2=-7'l (LC 9), 4=-2(LC^6). Max Giav2=292(LC 1)' 4=36(LC 2) FORCES (lb) - Max. Comp./Max Ten' - All lorces 250 (lb) or less except when shown' NOTES1) wind: ASCE 7-05;sg{'et! Ic-D!=^4 3p^.1i,?-9RL;1'z"q:^1i!;'-uj';3*u$h11},3i,,"#l[3il-'J*:3:*l"Jni"t,[H5ff,1;;1,n"'nn'"'Hli;t'"",i 1;l3i :i.Tt'T ;"i.'il Elr:lr'.irrp-ri-.ii-'-.f X ?:T..,""11-*"J:,,f*ll;l'n::mBoilj [?1"' 'eft and risht and c-c corner(r) -r -o- r\' tu ',".-i.'"!Til"\ii;hbioi iJ"ii-" "no*h; irroe, DoL-=l .60 ptate grip DoL=1 .60 exposed;C-C lor members and. ^h^,i rir,^ r^,r{ n^nrdncrrrreni with anv otheilive loads',, fi?"Tit"'"t#J"r'"T;ffi;'":liff-.; ;L*;iliiti'-.,ii'ii"" r".J nonconcunent with anv other live roads' 5i n"i", to girde(s) for truss to truss conne-clions'?lF:Jit':fl[ffi$lJ:l'#:$Jli'"'X1ili.,'q;;;*** p.:::lts^lli"...,in?i: L::1"'::ll3'#;33,: i:#,'i';l$!ll3 i;4i Provide mechanical connection (by others). or tru:: Io.o"1il"" urar' ucvqv'e "' """"'- - "-nSOz.f f . f and ifgo2.t O.z and referenced s) This truss is designed in ".ro-iOint" *itn ine ZOOS Internatio-nil Residential Code section standard ANSI/TPI 1' LOADCASE(S) Standard L0sc 918(l0s) oEotg qorn uooion pE rotpH outrds [ 6zcz stilrouv PlV u6lsac lD)nl..{S'cul 6ulraaul6uf !ro1 oHvol 6rnqtad aar^uoluoc st I289 lcNlolslu uo6r.P!v SlfloH )l:UC Ulddoc t:tttt gg6g6!B:3ltB c:gg:*5959$: bb!!!999'9!!'! 6agtgakhib!h ag E i '"ri i t,iLLi'oit s !eRi8t&3tql8E lllltJiJJ;;r finffi OHVOl 6r^qraU a.r^uduDC St 3289 lcNlols:u uosraPuv slt\oH )l:lc ulddoc Loqc 918(lO9) ncnta qoln uoDron p:r-;oipH 6u!ds a 6ZCz s!s^p!v PUv u6ls-.0 lornlenrls'cul 6ulreaulbul lrol ffiffihbB ffi #ffi s1tvlt0 rvtnlcnus ,e' i9 i iti t9l 'l'iffiffift*ffiffii**giffiffi ::rlimimffiii;iiffgffiffi z z E 3_ 0 si s p5? ; >gi d i3FI ;e9 9J t log-e-gzs 008)rn l.|vosorr'CIJ ,UOTloll O|{U[F] ,ll6Z@'cft cNt#FlDl{3 xlo .223> d E5E F llE s p$E E b9 1 6= ":r 5?nP ind !r;.\ iilisiiitillll tf E:sl EE3;cgig :r a2 8 =i9 >=d ,qo ='-zfr=YEefEaF E=- >9-" *in@N- Ec-F2sFj"itra z=ts-;2 3EeEs* @U_N oo +_@ xN* F .9: a=or,r ]md o-+A a4-io <|!=6 ," f 1F.ta<zUOMO Oz t alF o Noddd ddd<i @N@N @@@@ ss@@ NNNN a FOE qggi r8 t5 2 ) ffif#Js' ffi*somim,s#o \Z ]vltc tvun-L3nuls r) tr 3nx 2t(-l ) ir3?. \l-l <ql r- 60 Y6 *i*" g;qq eHiHHH ;:Es g'53;[ hx 6egJ a- ;E* FY eai Ep! "x9P66 a-dN a9 eE-.odii e.i33> z 2.-a ;:ddeB 3 - 9F I ;g 3; "66gs KB ;s E- 3f : I a 5; ;e I I :sii>q 2E d*:3 >: * E d B3 4X 4 9^::q illiu6!{i. :;BP" b3 96: -;8iisril:siEsit';:EEi E ;ffE; : !i 5"iBE:5r..-td IEFEI] ?:;!{} fl i!$EE q {n,\, z532 C;i:E tE ii::;:3i5x;$ 3i-!:H PP d: 9J :iB8 a 6t eFs d =* ; l:s4 3bt5 cA. - tP 9 2 c ! :-xiIA ?l EIel"rlt 6 6tE3 g^ El:liE E3: ;E Ia6i :H 3 ?af; gt {E; I 3 -,s; E9 2i n{ II,lII;t v ,l >l:la9l:l (- fr 3!- e 4 cJ ; ^ .dz eiE 6e{ 2 I 5d o;'9- ? lg flEl€ a-\eq =lcl d6lvl9| vfl;l \-, : 3q E: s: EE ;. a .^P,E;dTH eel:! EF*i> .l=ldlcl>l rlr/':(ss ,t R.ESIDENTIAL PLAN CIIECKLIST (2003 Intemational Residential Code) fec Date: f l* l'/BuildingPermitNumber: ll*@ ' Project:sffr Job Addr ess: ,{t<J t1 . ^/%,-tb, Zorung: @ Z!('rt" ber of Stories:I Basement'f")No rffi@ Fixrures: (Note unfinished bas)frEidas ,p""hiaooo-iin on permit) Floor Area (sf):finished, ('83 vnfinshed, 458 garage Mechanical Fee: The following comments based on the 2003 edition of the lntemationat Residential Codeshould be resolved before a building permit is issued. This correction list is not a building permit. The approval of plans and specificatiols deesnotpermitthe violation ofanysectionofthe lntemational ResidentialCode oranyfederal, state or local rezulations. PLAN CIMCK A. /lansi/To Scale {egibte tz PlotPlan Y/N Flood Plain-,/ ,/Itr Floor i loundation Plan ,/i/ Section showing construction details ,r' / All Buildine Elevations-./ " Design Criteria (shall be identified on plans as Wind - 85 m.p.h., Snow, 35 lb. Per sq ft.) / Truss Calculation Sheets & FloorJoist Details ,/ a,/ Mechantcal Design ,./ Energy Calculations (R320 & Ch l1) B. Zoni.lg (Rircle one - new zoning designations adopted in 2005) (YDN)12,000 sf min. (width 80 ff. min) LDR2 8,000 sf min. (width 60 ft. min); Duplex 10,000 sq. ft.min. with C.U.p. RR2 21,780 sf min" (width 150 ft min) D-uplex allowed with C.U.p, Other (V"rify zoning requirements) C.r)Jse / Sl,nele Farnily _Duplex (LDRI only - Conditional use perrnit?) D. ryt Backs (taken from eaves) t zlrontsetback (32ft..from curb) Note: 60%ntnoffrontyard green ,/'r/Reu set back(LDRI 25 ft. &LDR2 20ft.) - Sides set backs (6" for every ft. of building height with LDR - J.J'min., & LDR1 - 6'min.) /' lBuilding-Height (maximum 30 ft.) E. footings -!-Proper Size (as per Table 4A3J,use 1500 psf unless soil type is known, Table 401.4.1for soil bearing) ;' ReUar (2#4 continuous) ,/" Footing Depth (36" below finished grade and 12" below undisturbed soil; I 8" to top of slab - interior) F. lgundationjFoundafion walls w/ rebar (city ordinance) Z,r",AnchorBolts with 2"x2"x3/16-rsquare washers (incl. interior bearing walls) R403.r.6.r ., : ,/z Foundation Drainage (foundations on sift soil shall be designed per R405) ,/l -L Dmp proofing/Waterproofing to finish grade. R406.1 (fod. extends 6" min above grade R4O4.1.6) @of18''x24',min.R408.3(maydifferifmechappliancei:*"'.*l'pu:"Ml305.1.4) sulation:l sf vent per 150 sf. (,with moisture barrier I sf. per 1500 sq. ft.) and within 3'of each comer (insulate walls vent to inside of home) R408.2 : 6r^*9 slope away from house. R401.3 G. tr'rame -gJeismrc Hold Downs and Braced Wall Panels (R602.10) _lfiloors joists sized as per R502.3, Wood I-joists sized per manufr. ,/" Joists Under Load Bearing Partitions shall be doubled. R502.4 ,/'t/ Gtders sized per R502.5 or per manufr. Tables for engineered pioducts /' l/ Cuotl"verg (comply with R502.3.3 or manufr instruction) vFloor sheathing (314' min forjoi sts24" oc & 5/g,, for joists 16" oc) R503.2.2 tW{@earing and nonbearing) stud sizes, height & spacing per Table 6,02.3(5)R602.3 y'Headers in Bearing Wall shall be designed as per Tables 502.5(l&2)R602.7 t7' _Roof Trusses (eles.igned according to R802.10.1) 35 # Snow and 90 mph winds ,/- i./ Rafter and Truss tie-downs. (R802.10.5) t/ ntticAccess 22" x30" min. opening (RS0Z) flocal Conditions) II. Exterior Covering './Muo*y and stucco shall have weather resistive barrier over exterior sheathin gR703.2 &,703-g.l I. pXot Covering and Ventilafion a' Roof Ventilation as per R806 6rrn t Shingles (slop>2:1 2)w/ iceprotection. (Other rype:to complywi R9O5. ) J. Firgwalls --;@ragetRouse drywall separation (protect ext. walls & beams supporting habitable space) R309.2 t" -tDoot from Garage to House (1 3/8" solid wood or steel door, or 20 min. fre-rated door) R3O9.I WelIingSeparation(Ihrfireseparation)Supportingstrucfurealsorated.R317.1 -uW-tanres & Townhouses (2 hr separation & 4.'overlurnprotection orparapet) R317.2 -_1musparalleltoandwithin3ftofpropertyIinedNoopenings.R302 __]=peneffiiens inprevious 3 items to comply with R3f 7.3 K. $eneral Requirements r-4louse Numbers R32f /'y'Half Openable 3sf window or Mech. Ventilation in bathrooms, water closets, and similar rooms- R303.3 "/-r/rnteior and exterior stair illumination shall comply with R303.6. /--",/Bathroom Fixture clearances comply with Figure R307.2 v@toom at least 120 sf.; r--Other habitablerooms 70 sf. min d amin. dimension of 7 ft..R304*areas w/ sloped ceilings less than 5 fi in height &furred ceilings less than 7 ft DO NOT comply*50% or more of the required area must be at least 7ft high in rooms w/ sloped ceiling /Egr"tt clearance from windowwells under cantilevered floors. R310.2 yt Glanng at Hazndous Locations R308 vt -Emergency Egress in all sleeping rooms and basements with habitable space R310 /Oo"required Exit Door shall comply with R31f .4 / V Landnngs at top and bottom of stairways R311.5.4, and each side of each exterior door. R311.4.3 ,/' ,/'1/ StArrR F /Run (7 3/4" max. rise & 70" niylread, nosing req'd if <l l) _v:S:rrlr Width (36" min), V Stakway Headroom (6' 8" min.) "'Handrails (34"to 38" above stair nosing)(R311.t @r circular, spiral and winder stairways and bulkhead enclosures R311.5.8 ,/ Stakway Protection (enclosed accessible space under stairs shall be covered with 1/2'drywall) R311.2.2 .' t'4uwdrails complying with R312 r,/Smoke Alarms Gach bedroom and common area and one on each level) (R 313) L. Enerry ? z Homes with glazin g < 15% of gross area of ext. walls (Townhous es < 25Yo) to comply w/ Chapter 1 I . *Otherwise shall meet requirements of IECCfor respective building type.Nll0l.2 _YYapor retarder on warm in winter side of walls, ceiling and floors R318 ,u{*ur"rHeater heat traps IECC 504.7 /Oxctsealing and insulation N1103.3&4 or IECC 5033.3.3, 503.33.4.3 -_elans match quantities & values on a "passing" REscheck compliance report M. Mechanical "4{*appliances not in bedrooms, bat}rooms, toilet rooms, or storage closets G2406.2 ,/.lRoom access 24" min width/Attic access clear opening}}x3}Nnder floor r.o.22x30.M13O5 ,/ lpryer Vent length 25' maxd 8' transition (-5'per 90 deg turns) M1501.3 /' UJn"chase shown on plans (B-vents not to be inside insulated walls without insulation shield)