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Home My WebLink AboutALL DOCS - 13-00271 - 385 Shoshone Ave - SFRCITY OF Gertificate of Occu pancy City of Rexburg Department of Community Development 35 N. lst E. / Rexburg, lD. 83440 Phone (208) 359-3020 I Fax (208) 359-3022 ng Permit No:13-00271 rRc 2009 385 SHOSONE AVE 385 ShoshoneAve - SFR N/A No JSM Construction 3944 S 2000 W Rexburg, lD 83440 JSM Construction Addition of Gode: ite Address: and Occupancy: Occupant Load: prinkler System Required: and Address of Owner: ntractor: ialConditions: ncy:Residential, one-and two-family = 2,880.00 sq.ft. Utility, miscellaneous = 600.00 sq.ft. Unfinished basement (all use group) = 1,176.00 sq.ft. This Certificafe, lssued persuant to the requiremenfs of Secfron 109 of the lnternational Building Code, certifies that, at the time of issuance, this building or that portion of the building that was inspected on the date listed was found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy was c/assffied. Date C.O.lssued: 1'l I 04 I 2013 G.O.lssued by: There shall be no further change in the existing occupancy classification of the nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the building Offtcial has reviewed and approved said future changes. Mechanical Inspector:Fire Department:nla Plumbing Inspector:FireAlarm/Sprinkler: I]/? | P&ZAdministrator: fllQElectrical Inspector: -E), ..o. nla INSPECTION TICIft Itd& . iEl PrunO.Om J:ff:'"-i#*ro,,Moct. O E" ./^+--Dafe // t t^t ./,n hon. N^Address_ S f; lnspection Typ,6 Pertnitnoffi.r= .":caV,/ lnspector,s Report r,vsprdEE '"i9lo^'to.r,;...,.cpR,5 Al.t{'ro*orro ,tr^nfu .6G;"1)!lDrsAPPRovED oYh Orvra ^cnoN*rqri*ro- ONorApprr.oi.,DFlruer ooo NorrilsEc? fri:#iT#.* ""-,GA INSPDCTION TICKE Blds. X .,*r= Inspection Rquest: Recd n., .,0- , --"' u fl'" RqBy JSrnTl,asY @Date //-o/*/Z*,noffiPhone* #ffi O Firc '----4 :-*/)/- Pennit No. / ? ,ti tr-:-.tzz ., lnspection lype Day /Time Reg. - ",".,E'JTEMSCO% )F^pptovED/nc.o.,.,"i., cDrsaRPPevsp ov oNh AcnoN*rerr*rr, DN0TAPPUCABLE DRNAT DOIONOI|NSPECT tr.rr*.*16 ffi:#*--*, INSPEC?ION TICKEIaBHeffi Mech. O firc Date /bil- t= PhoneNo. ",r.7*Perrnir No. /3 ao>n l- lnspection Type DaI /Time Req. ,,J,TJffi DY oTl*17N/^DAPPRo'ED ,miion *ouroOc.o. (F1NAL) ACNoNREQUIRED: ONOTAPPLrcABLE DFINAT DOIONOTINSPECT m;ffi..*tttor..66 6epy Pt*.n+.or]6 $.tor'r Report y( 6z lrsrncrloN TIcKET O Phmb. p Ehct. O Mcch' c'any. , rfu*'* -*... t" lu €Vtz. acsg"--r- :1 (;, i - i.2 . rC55 Req. By S a orl' i '7 " + ':-t- '; Phone *t tl -: :*.: j 1rb ao ;--lJ'a-L'9FltnnilNo. |)oo e-l / Inspction TYPe Day /Time Req. lnspcctor's RePort tr comm. Rec't Ackrcwlcdgcd Ff*-hf.frlCqt Wtrr - Otf,cc CoPY F.FlF.C&l tblor .JoD Co0' rxspefon's AcrtoN dofu*orto flDtsAPPRovED IIRNAL-dr'(FtNAL) r - nN'TAPPLI.ABLE DDIDN'TINSPE.T ACnoN REQuIRED: NglS\g . - Zt{ 5hgsh'o.t'- ffiAPPRoVFDDwcs CITY OF PERMIT APPLICATION We will provide this for you) UNIT# BLOCK# LOT#must be accurate) REXBURG c\l. Am e ri ca\ Family Co nr m un i ty RESIDENTIAL BUILDING 35 N 1" E,, REXBURG.ID 83440 208-372-2326 PARCE,L NUMBER: SUBDIVISION: (Addressing is based on the Dwelling Units:_Parcel Acres: ffi PROPERTY ADD PHONE #: Home ( )_ Work ( ) CITY: &-Xd;Urt STATE: /D ZIpt F7"frO\X,\TER MAILING ADDRESS. 31"1y ) {cw aj APPLICANT (If other than owne (Applicant if other than owner, a statement authorizing ^ppli."rr, [ "o "ffi tor owner must accompany this application.) APPLICANT INFORMATION: ADDRESS STATE;-ZIP- EMAIT PHONE #: Home ( t MAILING ADDRESS:ctw-8-928@&--STATE rp zrp PHONE #: Home ( ) EMAIT PAX--- IDAHO RE,GISTRATI.N # & ExP. ',oTp il.cz z 7631 How many buildings -. to.u Did you recendy purchase this property? No @$f yes, list previous owner,s name) Is this a lot sptitRfQ- yES @lease bring copy of new legal dcscription of property) PROPOSE,D USE: (i.e.'SingIeFamilyResidence,MultiFamily,Apatments,Remodel,Gum ::i:lrt:):.:jllTllYll;!5lltt"Tl" AND AUI'HORIZATIoN:,Under penarty of periury,I hereby certiff that r have read thisii*t"'##fii:*""?:'iT,:,::T:-T:::i:':l::T':'-':1di,:*.i'-,rry -r i"r".-J;yil:;#r*#;;;:Tilil:;TILTI:;1:* ""i#JfjJl"1,'#ff"':T,T;::#;"'"':.'.1?":::fig:::li::l.'3*,*,d;ffiffi#'."'-*i:1;::fl:T"iJ'ffi1lfi?ffi:-ffiT":ff-,:ji.;3:il:11$flf*T'tsffiir;:i:ii1-*:1"':ln:i"1.:*rT:1i-1'-*:-1;;;|;;F&;:1i*;*ril'J;JlJ-:frJi::'113l:#i::":t',*l;:::::':")::1-:::"*i9qiT:11:^'x"\:le.'-ri""ffiililffi;il;ff'u::'"",iffiffi,ffiffif3j::';cases of any false statement gg4lisrepresentation of fact in or on the plans on which the permit or approval was based. permit void if notstarted withh 180 void if /6t DATE / )rL] UALDyll)rlj.9 - iurLprNGpERMlTr\4usT BE posTED ON CONSTRUCTTON srTE!"."I'ifi)iii'*' Citv ofRewh"'n. A^^--r^-^^ ^rrl- -i:1y."":y::y,*."f;f:::_:llTt1i"*r.*r*a"_*'i.-,-""J*;,?;Tf;"ff ffi*Buitding Permii Fees a"e drie o,i-! 'ilppri."J,i"*- '*B"ldi"c p;;;""":T;X:rnJ::,"3#:;1".s not crear*l Building Sofety Deportmenl City of Rexburg Phone: 208.372.2326 Fox: 208.359.3022 Property Lines Each site plan that is submitted to the city of Rexburg for the Building permit process requires that property linesare shown accurately. It is the Developer,s responsibility to coffectly identif, on the site plan the location of theselines in teference to the public right-of-way, other adjoining property lines, the street, other structures and all utiJitylines' The Developer should find property pins that are still available at the lot in question. If these pins do notexist or have become unrecogni zable thena new sufvey should be performed. Accurate property line information is a must for a timely review In addition to finding existing property pins, legaldescriptions should be checked' The best v/ay to identi$, property line rocation is vzith alandsuryey. The city ofRexburg has aerial photos and' a parcelline layer that canbe checked, but they are only a tool and are notguaranteed fot accutacy. If you want to request a copy of your lot, see the front counter at the communityDevelopment Department. I have read and understand the above requirements. Mt"l/vt ro+rJ n Owner or trg[*Builder Printed Name REXBURG c\, Ame i c a's Family Conr munity cl'tY oF 35N lsrE Rexburg, tD 83440 www.rexburg.org Buifding Sofefy Deporlmenl City of Rexburg Phone: 208.372.2326 Fox: 208.359.3022 Permit# CITY OF 35N I'rF Rexburg, tD 83440 www.rexburg.org REXBURG c\t Amei cab Family Com m uili ty NAME PROPERTY ADDRESS SUBDIVISION rrrlrrJ-D l()-f Reguitedlll AIECHAATIC.4L Mechanical Contractor,s Address III\ame rrt ?f tr) Business Name Cell Phone ( City_State.=-==-Zip. Business Phone ( Fax( )Email Mechanical Estimate (Commerc ial/MultiFamily Orly) FIYURES & A?PLIANCES COUNT (Single Faaity DweIIng OoIr) Furnace Furnace/Air Conditioner Combo Heat pump Air Conditioner Evaporative Cooler Unit Heater Space Heater Decorative gas_fired appliance Exhaust or Vent Ducts (water heater) Dryer Vents Range Hood Vents Cook Stove Vents Bath Fan Vents other similar vents & ducts: Incinerator System Boiler Pool Heater Fuel Gas pipe outlets including stubbed in or future outlets Inlet pressure (Meter Supply) pSI Heat (circle all that appry) Gas oil coal Fireplace Electric Hydronic Signature of Licensed Contractor License numbet Date Submit by E-mail Building Sofefy Deporlmenl 35 N.1.t E,., Rexburg, Id 83440 City of Rexburg owNER'S NAME Jonathan McMullin PROPERTY ADDRES'Permit# jS 6AA7lSUBDIVISION PHASE LOT..- BLOCK cIT't'ol: REXBLIRG'' - chr /\ me, iei Ftttrrily t:orilt?rrltrity Reqwired!!!Mecbanical Mechanical contractor,s 1q,'',. David JuddtlgE Hg!3gglBusiness 1.,1rrrr. Judco, Inc. 464..112453 East 400 North cityS! 44!g!y Strt.fD zi^83445 Celt phone 313-6247 Business phone 624-1 46'l p^* 624-7223 B-^;1 mcjudco@gmail.com (COMMERCTAL/INDUSTRIAL) Total cglt grgfupbing system (contractedAmount) $-(Includa tlte con of mateiak nstalled nganlbs of ihe panT wppfing lt. it rlro t;rnf*ar tbis inspution gpe sball app[t toin$albtiorc not specifca@ mentioned ehiyltere oi thiifornl. E Up to $10,000 ^ - itot"l .ort of ,),rt.* x 0.02) + 60 = $n Between $10'001- $100'000 ri@ x 0.01) + g260 = gn over 9100,001 ii[r"r.or, "rrF,.*_loi.ooo) x 0.005) + g1,160 = gRESIDENTIAL New: single Family hoelling, inclading att buildings uitb Taiing being constructed on eacb propmy. (*Based on living space,see definitionbelow) Up to 1,500 sq ft - 9130.) \,(.t1 +^ 2 (n^ ^- r^ 6^.^ n 1,501 to 2,500 sq ft - $195E 2,50.t to 3,500sq rt_g260 H ;il;;;ffiil rt_fi325 n ovet 4,500 sq ft $325 plus $65 for each additional 1,000 sq flor portio., ,ho.oi' New: Murti,Famity Dweiling (contrauors S:frl. ($65 x # of additional 1'b00 sq' ft' or portion thereo0). n Duplex Apartrnent $260 n rhree or more multi-family units: $130 per building plus $65 p_er unir ($130 x # of buildings) + ($65 x # of units)n Existiing Residence, Modular, Manufacturea oi iraorit fro-." ria o*r"rred Shop: g65 fee plus g10 perxxHVAC equipment being installed up to the maximum of the corresp""Grq.'r,. of the building MrscELLANEous ($65 + ($10 x # of frxtues) n PhnCheckg65perhow n Technical Service: $65 per hour n Gas Line: g65 n Vater [Ieater Replacemenr $65 n Requested Inspection: g65 n Fireplace/Solid Fuel Burning Appliance: g65 per inspection *Living Space - space within a dwelling unit intended for human habitation which may.reasonably be utiliugd for sleeping, eating, cookingbathing washing, recreation, and sanitition pu{poses. An unfinished hasement is considered part of the living space.*+Examples of HVAC Equipment_fu.rr".e rlphc.-ent, solar, water heater. erc. David Judd -Signature of Licensed Contractor HVC-C-1169 8t27t2013 License number &Date 35 N. 1il E,., Rexburg, Id 83440 Building Sofety Depqrlmenl City of Rexburg owNER'sNAME _ )+f*y* ryry.,,l"il i,,,pRopERTyADDRESS ?tS Srhcslrge_ - ,- - prront# /.'j AC??t Water Meter Quantity: OF BSXRIKg Ame r i $l Fat ili, Co m$u tt i tl x*********)kxxxVater Meter SiZe:i':i Requircd!!!Plumbing Plumbing Contractor's N^*. J"q4 pt rued tusiness Name ooor."r .i r$/A]fu",, CellPhone 2ob-3?o''1aG'3 gusinessphone Fax Em,1 a-c-*catn7 A) L (COMMERCIAL/IND_USTRIAL) Total cost of plumbing system (contractedAmo,r,,t) $_---(Includu tbe eo$ of materiah iutalled ngardles of tbe paf| nppfing it. itte Vu t;rniroar fis intpection ype thatl appbt to an. and all plumbingnot Eecifcally nentioned elren here on tbis form). New: siaglc Faaily Dwelliag' includiag aII buildiags vzith witiag beiag constttcted oa each propetty. (Bascd a liuiag space,sce defrnitioa below) n Up to $10,000 D Between $10,001- $100,000 D Over 9100,001 RESIDENTIAL Contractor (lotal cost of system x 0.02) + 60 = $( (total cost ofsystem- 10.000) x 0.01) + g260 = g ( (total cost of system - 100.000) x 0.005) + 91,160 = g tr Up to 1,500 sq ft - 9130 n 2,501 to 3,500 sq ft - 9260 D Over 4,500 sq ft 9325 plus 965 for each additional 1-000 sq. ft. or portion thereo9). Ncvz: Multi-Family Dwelliag (Coatnctoi OaIy) D Duplex Apartment $260 tr Three or more multi-family units: g130_per b ritdingplus g65 per unir ($130 x # of buildings) + ($65 x # of uoits)tr Existing Residence, and Detachef {o,p: $65 fee plus $10 per rot*. "p t" trt. maximum of the correspondingsq. ft. ofthe building($65 + ($10 x # offixtures)) tr Gmy Vater Systems: g130 tr Lawn Spdnklers/Bacldlow Device: $65 n Modulat, Manufactured ot Mobile Ffomes: $65 for sewer and water stub connectionsD Multipurpose Ffue Spdnklet and Domestic water Supply System: $65 fee or $4 per sprinkler head, whicheverrs gfeatef Sewer& Watct D $38 Sewet Line o$38 Water Line n$65 Sewer & Water- if inspected at the same timeD $65 Sewer turnaround under house (change fiom septic to city)MISCELI-ANEOUS tr Plan Check 965 per hour tr Technical Service: $65 per hour tr Gas Line:965 u Water Heater Replacement $65 n Requested Inspection: $65 D Hydtonic Heating $65 + ($10 x # of manifolds/zones) xliving Space - space within a dwelling unit intended for human habitation which may reasonably be utilizsd for sleeping, eating, cooking,bathing, washing, recreation, and sanilrtion purposes. An unfinished basement is .onsidered pari of the living space. C- l2lcz 2-2y- c C- 7^ /3 n 1,501 to 2,500 sq ft _ 9195 tr 3,501 to 4,500 sq ft _ 93251,000 sq ft. or portion thereof ($325 + ($65 x # of additional License number & Exp. dateof Buildi Sofely Deportmenl 35 N. 1,t E., Rexburg, Id g3440 cily of Rexbulg Phone - Q08)359-3020 / Hotline - Q08)372-2344 / Fax - e0B)3Sg-3022 OV/NER'S NAME PROPERTY ADDRESS Permit# 13 AOJ+/ SUBDTVISION PHASE LOT_ BLOCK_ Required!!!ELECTRICAL Electrical Contractor's Name {or--r./ / ' lr/a or,rsiness Name { t,' F/*.-*^,r aaarcss ?f/ et J2,a.r'ae- /4 /,t-, city :4r,r.i s t^t __ED_zip g_<f f) Cell Phone b6€) 3/'a. ")d,g - Business phone ( ) Fax ( (COMMERCIAL/IND_USTRIAL) Total cost of electdcal system (ConractedAmount) $--(nckdu the cort of mateials in$alled regardless of the parq suppfing it. The fer litnd uider this inspution fpe shatl applt to nu1, oua othlrrt lrntnot specifcal! mentioned elsewhere on thisfonz). tr Up to $101000 (total cost of system x 0.02) + 60 = $! Between $10,001 - $100,000 ( (total cost of svstem - 10.000) x 0.01) + g260 = g ! over $100,001 ( (total cost of system - 100.00b) x o.obs) + g1,160 = g Small Works (Contractots ONL!: $10 fee for work not exceeding'$200 in-cost and not involving a change rn service connections. Does NOT require inspection. RESIDENTIAL New: Single Fatnily Dwelling, including ail buildings with wiring being consttucted on each ptopetgr. (*Based on Euing space,see definition below) ! Up to 1,500 sq ft - 9130 tr 2,501, to 3,500 sq ft - 9260 ! Over 4,500 sq ft 9325 plus 965 for each additional 1.000 sq. ft. or potion theteo0). r 1,501 to 2,500 sq ft - 9195 tr 3,501 to 4,500 sq ft - fi325 1,000 sq ft. orportion thereof ($325 + (965 x # of additional lYew: Multi-Family Dwelling (Contactorc Only) tr Duplex Apartment 9260 ! Three or mote multi-family units: $130 per building plus $65 per unir ($130 x # of buildings) + ($65 x # of units)n Existing Residence, Modular, Manufactured of Mobile Aomes, and Detach.a sn"iTosE$", $ro pJbranch circuit, up to the maximum of the_correspolding sq. ft. of the building ($65 + ($10 x # branch circuits))n Central Heating/Cooling Systems: $65 When NOT pat of new residentii or rryAc permit *itn t o additionalWiti"g o spas, Frot Tub-s, and swimming pools: g65 fee for each trip to inspect Pumps-lYatet, fttigatio4 Sewage (each motot) n $65 up to 25HP n$95 - 26 to 2O0HP l$130 over 200 Hp MISCELLANEOUS n Tempotary Consftuction Services ONLY: 200 amp or less, one location (for a period not to exceed 1 year) - $65! Temporary Amusement $65 fee plus $10 per dde, concession or generator tr Irrigation Machine: $65 for center pivot plus $10 per tower of drive motor D Technical Service: $65 per hour tr Plan Check 965 perhour ! Requested Inspection: 965 *Living Space - space within a dwelling unit intended for human habitation which may reasonably be u.'rized for sleeping, eating, cooking,bathing' washing, recteadon, and sanitation purposes. An unfinished basement is considered part of the Iiving space. OtSgeS. q/<o//1 Lrcense number & exp. dateSignatuie of Licensed Conftactor 35N I'rE Rexburg, tD 83440 www.rexburg.org Buifding Sofety Depqrlmenl City of Rexburg Phone: 208.372.2326 Fox: 208.359.3022 Permit# CITY OIJ REXBURG c\, - Ame ricab Family Com mun i ty O\yNER'S NAME, PROPERTY ADDRE,SS SUBDIVISION PHASE LOT F Requircdlll ELECTRIC.4L Electrical Contractor,s Name Address C4rltt*g Q'LEc'rLr 6.Business Name City State 7in Cell phone ( ) Business phone ( Fax ( ) Email E::;;::;|:;;:;n:;;:;;i;il;:fffi;!.,,,.*(coMMERcrAL/MULrr-FAMrLyoNLy) TYPES OF INSTALLATION (New Resideatial iacludes evetTthiag coaaiaed withia the tesideadal stflctute edd attached gange at thc saae dae) xUp to 1,500 sq ft - 972x2,501, to 3,500 sq ft _ g16g RESIDENTIAL ONLYD tr tr tr x*Over 4,500 sq ft - $216 plus $.04lsqExisting Residential (# of Branch Circuits) tr x1,501 to 2,500 sq ft _ 9120x3,501 to 4,500 sq ft _ g216 ft: -_ sq ft total- $40 plus $10 per cfucuit: _ # of circuits tr Temporary construction Service, 200 amp or less, one location (for a period not to exceed 1 year) - $40tr spa, Hot Tub, Swimming pool - $40 plus $40 grounding grid where appricabie D E'lectric central Systels.l{e attng and/ or cooling (wben notpart of a new residential corctrrlcr,on pennitand no additiona/ wiing) _ $40Modular, Manufactured or Mobile Home _ $50 plus $10 per circuit other Installationsr ydig not specifically covered by any of the above:cost of lf,/iring dy l-^abor /- .- (nckdu the cott of materialr inrtalletr regardlets of trte parlt tupptingb).Pumps (Domestic W'ater, f-igutiorr, S.-ug.;: horse power Requested Inspections (of existing wiring) - $40/hr(1 hr minimum) plus g40/hrthereafter xlncludes a maximum of 3 inspections' Additional inspections charged at requested inspection rate of g40 per hour.x* Includes a maximum of 4 inspections. Additional i.r.p..tio.r, .rr-ffij ,i?q,r..r.a inspection rate of $40 per hour. tr D D 0 Signature of Licensed Contractor License number Date Building Sofety Depqrlmenl Cily of Rexburg Phone: 208.372.2326 Fox: 208.359.3022 Permit# CITY OF 35N lsrE Rexburg, lD 83440 www.rexburg.org SUBDIVISION PFIASE r.or - REXBURG''' -''c\, Am e ri cah Family Co mmuni ty NAME PROPERTYADDRESS '?+( -rtx-;.,-.# R ea odeliag Yout B uildiag,/Il oae (need Estimate) g SURFACE SQUARE FOOTAGE:(Shall include the extedor wall measurements of the building) First Floor Area secondfloot/loffi Unfinished Basement area Finished basement area Gange ate _ ,/h-Carport f D eck (30,, above grade)Are Vater Meter Quantitv:t**+*********xWater Meter Size: Requircdlll PLUIUIBING Plumbing contractor's Name: tlt %usiness Name: Address.---.-ciw State_Zip Contact Phone: (Business Phone: ( ) Email Fa Clothes STashing Machine Dishwasher Floor Drain Sprinklers Tub/Showers Toilet/Urinal Water Heater lVater Softener Garbage Disposal Hot Tub/Spa Sinks (Lavatories, kitchens, bar, mop) Plumbing Estimate (COMMERCIAL/MULTT_FAMILY ONLv) Signature of Licensed Contractor License Number& Expiration Date Date RESIDEI{TIAL PLAN CIIECKLIST (20 03 International Residential Codej Building Permit Number: /J -Oo p y | ,. Project: -5;{^ F Job Addr"ttt 3 tt SArJ+.,e /(,. zonng: L0R I Number of Storiesr A Basement:@No/Fin. unfin. Fixtures: * trt(Note unfinished las}nefils as special condition on permit) Floor Area (r0' _finished,unfinished, garage Mechanical Fee: The following comments based on the 2003 edition ofthe lntemationat Residentiat Codeshould be resolvedbefore a building permit is issued. This corection list is.not a building perrrit. The approval of plans andspecifications dQes not permit the violation ofany section ofthe lntematiinZl Residentiai Codeor any federal,state or local regulations. PLAN CIMCK lu[aiw Fber JnL Fbor At,^t Baa /576 tlTo l)nF 47r u60 A. Plans y'y'aTo Scale I/PlotPlan 4,egibre Yd.}tood ptain 4roorl Foundation plan '/Sectionshowing construction details ftrBuilding Elevations u'Design Criteria (shall be identified on plans as Wind - 85 m.p.h., Snow - 35 lb. per sq ft.) ll. t*s Calculation Sheets & fiFloor Joist Details da Mechanical Design iloEnergy Calculations (R320 & Ch il) B. ZoAi1g.1!"{gte one - new zoning designations adopted in 2005) (LDp 12,000 sf min. (width 80 ft. min) fDf,2 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) Duplex allowed with c.u.p. Ge-vtpe Other (Verify zontng requirements) C. -Use yls^gt"Family-Duplex (LDRI onry - conditional use permit?) D.rSet Backs (taken from eaves) v: -Frontset back (32ft. from curb) Note: 60%m:mof front yard green yft"*set back (LDRI 25 fr.. &LDR220 ft.) ,/i/ sides set backs (6" for every ft. of building height with LDR - 7.5, min.,& LDR1 _ 6, min.)-r/ /B,rila;"g-Height (maximum 30 ft.) E. Footings 4!Ptopet Size (as per Tabie 403.l,use 1500 psf unless soil type is known, Table 401.4.1 for soil bearing)./ -i"f;.ebar Q4|continuous) lJootng Depth (36" below finished grade and.l2"below undisturbed soil; l8,,to top of slab - interior) F. Foundation -gfoundation walls d rebar (cify ordinance) -Yfi,"Anchor Bolts with 2"x2"x3/16-square washers (incl, interior bearing walls) R403.1.6.1 -,,'!9ur,dation Drainage (foundations on sift soil shall be designed per R405) ,/ -vQamp proofingAvaterproofing to finish grade. R406.1 (fod. extends 6,, min above grade R404.1.6) -&Mspace access of 18" x24" min. R408.3 (may differ if mech appliance is in crawl space M1305.1.4) C&$d.Spa€$Ventilation4nsulation:1 sf vent per 150 sf.ft.) andwithin 3'of each corner ) R40S.t ,r4^j' Grading slope away from house. R401.3 G. pame t/Seismic Hold Downs and Braced Wajl panels (R602.10) "/ Floors joists sized. as per R502.3, wood I-joists sized per manufr. r,/Joists Under Load Bearing partitions shall be doubled. R502.4 -/,zGirders sized per R502.5 or per manufr. Tables for engineered pioducts €tilevers (compiy with R502.3.3 or manufr instruction) '/ Egress clearance from window wells under cantilevered floors. R310.2 ,fg-tng at Hazar dous Locations R30 g rt!--Emergency Egress in all sleeping rooms and basements with habitable space R3l0 ,'y'One required Exit Door shall comply with R3ll.4 ,/vLandngs at top and bottom of stairways R311.5.4, and each side of each exterior door. R311.4.3 '/'zStait Rise fRun (7 3l4 max. rise & 10" min. tread, nofng req,d if <il,) _y{^rwidth (36. min),L{ao*uy Headroom 16'8" min.; -:ffi;tlr+;to 3g,,above stair nosing;G3rr.5) --:=Sp€€iaMitions for circulm, spiral and winder stairways and bulkhead enclosures R311.5.g ./ itairway Protection (enclosed accessible space under stairs shall be covered with l/2, drywall) F&31l.2.2 1'Gugrdruls complying with R3l2-7 &' Smoke Alarms (each bedroom and common area and one on each level) (R 3r3) L. Enerry ,/ ,'/Homes with glazing < llYoof gross area of ext. walls (Townhous es <25yoi)to comply w/ chapter l l-*otherwise shall meet requirements af IECCfor ispecttve b,uitdin[ jpe. Nlfil.z ,/ -r 1-vvrv' 'v' i/Yapor retarder on wann in winter side of walls, ceiling and floors R3ls ,/V *Water Heater heat traps IECC 504.7 ,uct sealing and insulation N1103.3&4 or rECC 503.3.3.3, 503.3.3.4.3 ans match quantities & values on a "passing,, REScheck compliance report M. Mechanical ,/r' Gas appliances not in bedrooms, bathrooms, toilet rooms, or storage closets G2406.2 y' Roo- access 24" minwidth/Attic access clear opening 20x30ftnder floor r.o.22x30.M1305-/ 1'Dryer vent length 25' maxd g' transition (-5'per 90 deg turns) Ml50l.3,/ 4n"chase shown on plans (B-vents not to be inside insulated walls without insulation shield) R ^c{cvt gjloot Sheathing (314" minfor joists 24" oc & 518" for joists 16" oc) R503.2.2 "/14lWutt(bearing and nonbearing) stud sizes, height & spacing per Table 6AnQ) R602.3 V{uarrc io e.*irrg Wall shall be designed as per Tables 502.5(1&2) R602.7 .,/ v/Roptfrusses Ggsiggd according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions)-/ j|ft^n", and Truss tie-downs. 8302.10.5) ,/{ Attic Access 22" x 30" min. opening (R807) Lm:ffiff"rt#al shan have weather resistive barrier over exterior sheathing R703.2 & 703.9.1 I. Bgef Covering and Ventilation y'Roof Ventilation as per R806-,/ /Aspbialt Shingles (s1op*2:12)wl ice protection. (O&er type: J. /irewalls ,L C*ug"/Flouse drywall separation (protect ext. walls & beams supporting habitable space) R309'2 /;"rrfrom Garage to House (i 3/8" solid wood or steel door, or 20 min. fue-rated door) R309.1 ---:Wmily DwellingSeparation (1 hr fue separation) Supporting structure also rated. R31?.1 jgxomes & Townhouses (2 hr separation & 4' overlum protection or parapet) R317.2 -:gnetwaUs parallel to and within 3 ft of property line w/ NO openings. R302 -Pene*ra+iorrs in previous 3 items to comply with R317.3 K. freneral Requirements ,,/Hout"Numbers R321 ,//tUutt Openable 3sf window orMech. Ventilation in bathrooms, water closets, and similar rooms. R303-3 "ft/ Iot"t':ro, and exterior stair illumination shall comply with R303.6.-r/ FButhrooro Fixture clearances conplV with Figure R307'2-,/r/ ./ ,/y'oo"room at least 120 sf.; ;{otn", habitabterooms 70 sf. min w/ a min. dimension of 7 ft'- R304-- *arcas w/ sloped ceilings less than 5 ft in height &furred ceilings less than 7 fi Do NaT comply *50% o, *oi, of the riquired area must be at least 7fi high in rooms w/ sloped ceiling to comply wtxtos.{ -/-l REScheck Software Version 4,4.4 lVI Comptiance Ceftificate Project Energy Code: Location: Construction Type: Project Type: Conditioned Floor Area: Glazing Area Heating Degree Days: Climate Zone: Permit Date: Construction Site: 386 Shoshone Rexburg, tD 83440 Schmidt home 2009 tEcc Rexburg, ldaho Single-family New Construcfion 2,400 ttz 2oo/o 8693 6 Owner/Agent: Brent Schmidt Designer/Contractor: Jonathan McMullinJSM Construction.inc Comptiance: 6.1% BettorThsn Code Maximum UA; 460 your UA: 43Af&1"i3%T"yfif:J:3$,,f""3""'i*:["i;:.1i:[fi:::.H;lg':",::::*pjl"-F_tr..o on coderrade-offrures,rt DoEs Nor proviou in J.ti,i'"it!"#ffi d ff:""i#f i:::,tr"'ri[",3.fi lH.i#iif,,i: Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 1,500 38.0 0.0Wall 1; wood Frame, 16,,o,c, Je'v u.u 4s Door 1: Glass 2'880 22'o 6.0 92 84 0.310 26Window 1: Vinyl Frame:Double pane with Low_E 500 0.320 160Ffoor l: All-Wood JoisVTruss, Over Unconditioned Space l,5OO 22.0 0.0 63Floor 2; All-WoodjoisVTruss, over Outside Air L,Loo 2z.O 0.0 46compliance Sfafernen*.The proposed building 99,ig.n described here is -consjstent with the buirding prans, specifications, and otheri?'s:'ix.l?T#i#'f;:fl'll'*itsfl;li;R;';ff'ffitffiT3;:flffir:,bsir;i;iiliio,""tthe 2obe reic r6uirements in, ^ I'rs"vqrvrv rcqurrements llsted in the REscqff( tnspection Ci".rriii.'"" Project Tifle; Schmidt homeData filename: example.rck 07ft2/13 Page 1 of L Esti mateRoof plane ni dge Materi al ,86. j_3 Hip Li nes.27.4L Horizontai. overhang Lines, 165. 16naked overhang r_in6s,L72.67--' -- Root Area,2992 val 1 ey Li nes , 51.05 Scale = 1:39.8 qq SPACTNG 2-O-OPlates Increase 1.15Lumber Increase i.15Rep Stress Incr yES Code lRC2009/TP12007 DEFL in (toc) t/defl UdVert(LL) -0.17 B-10 >999 960Vert(TL) -0.39 8-10 >667 240Horz(TL) 0.05 8 n/a ilaWnd(LL) 0.02 10 >999 240 LOADING(psf) TCLL 35.0 TCDL 8.0 BCLL O.O BCDL 8.0 standard ANSI/TPI 1 LOAD CASE(S) Standard PLATES GRIP MT20 220t19s Weight 99 lb FT = 0% LUMBER TOPCHORD 2x4 DF 1800F 1.6Eor2x4 DF No.1&BtrBOT CHORD 2x4 DF 1 80OF 1 .6E ot 2x4 DF No.1 &BtrWEBS 2x4 DF Stud/StoSLIDER Left 2x4 DF Stud/Std 3-0-9, Right 2x4 DF Studistd 3_O_9 REACTIONS (tblsize) 2=123sio-r8 (min. o-1_8), B=123Slo-S_8 (min. O_j_8)Max Hoz2=-82(LC 7\Max Uptifp=-r09(LC b), 8=_109(LC 9) Structuraf wood sheathing direcily applied or 4_11_14 oc purlins.Rrgto cetttng direcfly applied or 10_0-0 oc bracing. BRACING TOP CHORD BOT CHORD ek recommends that Stabilizers anO required crossinstalled during truss erection, in accordance with Stabilizer I9!qF.S_ 1l!) - Max. Comp./Max.-Ten. - Ail forces 250 (tb) or tess except when shown.TOP CHORD 2-11=-1723t169, ?-11=-rcaOr.7+, s4=lrtr+grraS, 4_12=_12ssh4s, S_12=_1205t157,s-13=-120st1s7,6_13=_1299/145,6-7=_1s42hss,7_14=-,t68it17i',e_ii=_iizsnag BOT CHORD 2-10=-95t1424. 8-10=-,1}st1424WEBS s-10=-7t57A,6-10=-4611119,4-10=-461t113 NOTES 1 ) Unbalanced roof live loads have been considered for this design.a H3tri3rt"%9?:3-?T?i'.,lf?t;?;'",*lPl-o^f.=1'.nt Flt-LP^=-t:,*,^L:2:L91:11; cat. rr; -Exp B;etcrosed; MWFRs (ar heishts) andc-c Exterio(2) -1-6-13 to 1-s-3, Interib(1) r-s-o to io-s-8, Extlrior(2)lo g:d'ib-r1-ii;'ffiffit# r:ii#TlirlilL"ifi"t5'iF*""llij:slflpj^.:9:9;c^tg *l?:': :l9J9p": & MwFRsloridlltioni "no*q lr-r-o-.iboL=r.00 prate srip DoL=1.60reft and risht eiposed;c-c ror members and rorces & M\vFR6i;ru;id;;;;#*n i;;iil3fr1iff;Et?;r'33t"i133"0 ; "no u"'ti"'t :l ll:.",*Tf^r^:?^"1 *::g*11"1:. T,ql:f-?9tton ghgrd rive road nonconiuiieni*iti ai/otner rive roaos.4) Provide mechanical connection (by otheis) of truss to Oeiring pratea' rrvvruc IIrsurralrrGr conneclon (Dy omers) of truss to bearing pl9le ca.pable of withstandingl-o-9-lb uplift at joint 2 and 109 lb uplift at joint g.t) $':,j:i:t;i,9,?gl?o ,t accordan'ce with tne zoog tnternatio-nir Resid'entiat coae seciions'n 502.11.1and R802.10.2 and referenced 4x4 = zc 3x4 26 '17 16 3x6 ll Scale = 1:40.1 Plates Increase 1.15Lumber Increase 1.1sRep Stress Incr yES Code lRC2009/TPt2007 DEFL in (toc) t/deflVert(LL) -0.02 15 ntlVert(TL) -0.03 15 ntl Horz(TL) 0.00 16 nta Ud 120 120 nta LOADING(psf) TCLL 35.0 TCDL 8.0 BCLL O,O BCDL 8.0 PLATES GRIP MT20 220t195 Weight: 109 lb FT = 0% LUMBER TOP CHORD 2x4 DF '1800F 1 .6E ot 2x4 DF No.1 &BtrBOTCHORD 2x4 DF 1900F 1.6Eot2x4 DF No.1&BtrWEBS 2x4 DF StudiStd OTHERS 2x4 DF StudiStd BRACING TOP CHORD Structural wood sheathing direcfly applied or 6-0_0 oc purlins, exceptend verticals.8OT CHORD Rigid ceiling direcfly apptied or 6-0-0 oc bracing. recommends that Stabilizers anC requireO crossinstalled during truss erection, in accordanie with Stabilizei 18,17 18,17except29=341(LC REACTIONS Att bearings 21-7-0. (lb) - Max Horz29=-93(LC 7) MaxUptifi 4!! up]il 100tb-or.lessatjoint(s)29, 16,23,24,26,27,28,21,20, 1s,Max Grav Al re-actions 250 tb or less at jo'int1s; zi, zs,24, 26, ii , ie,1ii,Vo, p,13),16=3a1(LC 1a) I9lqF.S^_(l!) - Max. Comp./Max- Ten. -Ail forces 250 (tb) or tess exceprwhen shown.TOP CHORD 2-29=-287h6O. 14-16=-287t161 NOTES 1) Unbalanced roof live loads have been considered for this desgn.2) Wind: ASCE 7-05; gomph; TCDL=4.2ps[ BCDL=4.2df; h=25i; B=4sft; L=24fr; eave=2ft; Cat. il;.Exp B; enctosed; MWFRS (ail heighrs) andC-C corne(3) -1-6-13 to 1-s-3, Exterib(2) r _s-o to t'b_si-C, _Come4oy ib_s_e lo ig;alo'*; ""ntitever teft and right exposed ; end verticalleft and right exposed;c-c for members and torces & lvt\AnRS roi rbiaLns s-r'-o*n; Lii-b", DoL=1 .60 ptate grip DoL=1.603) Truss desisned forwind loads in-the plane of the irusi onr11o19tuo.!$*"J 6;ili 6"rmat to the face), see standard Industry cabte.. End Detairs as apprigabre, or consuft {uarified buirding designer as per ANsr/Tpr 1.4) All plates are 2x4 MT20 unless otheruise indicated. ' 5) Gable requires continuous bottom chord bearino.6) Truss to be fully sheathed from one face or sec[rely braced against lateral movement (i.e. diagonal web).7) Gable studs spaced at 2-0-O oc.8) This kuss has been desioned for a 1 oo psf bottom chord live load nonconcurrent with any other tive loads.t ii:;3:,T:ii:nicar coni"ection (bv otheis) or ilL;r to b;;;s prare capabre ot wiir,stanJiis r oo ro uprin ii loint(s) 2s, 16, 23,24, 26, 27, 28, ") ]ffJ:Hii,#gned in accordance with the 2009 Internationat Residentiat code sections R502.1 1.1 and R802.10.2 and referenced LOAD CASE(S) Standard 5x6 =Scale = 1:24.4 3x6 = Plates Increase 1.1SLumber Increase 1.isRep Stress Incr NOCode lRC2009/TPt2007 DEFL in (toc) t/deflVert(LL) -0.07 4-S >999 Vert(TL) -0.12 4-S >999 Horz(TL) 0.03 3 n/aWind(LL) 0.02 4-S >999 Ud 360 240 nla 240 LOADING(psD TCLL 35.0 TCDL 8.0 BCLL O.O BCDL 8,0 PLATES GRIP MT20 220t195 Weighl 106 lb FT = 0% LUMBER TOP CHORD 2x4 DF'1800F 1.6E or 2x4 DF No.1&BtrBOT CHORD 2xo DF 1800F .t .6E WEBS 2x4 DF Stud/Stc BRACING TOP CHORD Structural wood sheathing direcfly applied or 4-B_9 oc purlinsBOT CHORD Rigid ceiting direcily apptied or r o_Olrioi OiicrnS. REACTIONS (lb/size) 1=5735/0-5-8 (min. O_3_1),s=462tto_5-8 (min. 0_2_7)Max Horz 1=S9(LC 6)Max Uplift1=-373(LC 7), 3=-301(LC 7) I9IC^F9^_(l!) - Max. Comp./Mar Ten --Ail forces 2sO (tb) or tess excepr when shown.TOP CHORD 1-2=-6947t465, 2-3=-6831t4SBBorcHoRD l?;=:33i?333r.'7=-332ts664,5-7=-332t5664,5-8=-228i3e10,8-e=-228tss10,4-s=-228t3s10,4-10=-326/s564,WEBS 2-4=-227t3886,2-5=-2424119 NOTES 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows:Top chords connected as follows: 2x4 - 1 row;t O_7_O o;.Boftom chords connected as follows: 2x6 _ 2 rows staggered at O_3-O oc.Webs connected as follows: 2x4 - 1 row at O_9-0 oc. -- 4 fllf::,',"il:trJ:,#:".0.:;ty,i':r,?tflild",li,flllip,',^glTtllillt_"9j.-fj1l(llflb"9l (B).face in the LoAD cAsE(s) secrion. pry to pryc'nnections have been providedlo distribute only loads noted as trl oi iej,'uiresi oiii.jilir" indicated3) Unbatanced roof tive toads have been coniioe-rai ror inii iesign. ' ' 4) Wnd: ASCE 7-05;90mph; TCDL=4.2pst BCDL=4.2osf: h=ZSn: e=asfi, | =)afi e ua=Ltt..,r il. trv^ E or tnts design. if ?l l;ij1"t^^rlTi :::1*^"Ag:f:,93t r !! EIq p ; en crosed ; MWF Rs (a il h e is hts) ;cantilever reft and right expose4 ; end verticar ten ani rilht exposed; Lumber DoL=1 .60 pr;t d;p:6bi:i:;;:l lll'",*':y:"?:""j1 llllgjsll"lf.lg;0^g_1r g1o19r9ic rive roao nbnloncu"*f*itn .,i)/ omer rive roads.u) I?Nl" mechanical @nnection (bv otheis) of truss to oearins plaie;p;i;;f *ii;lil;i;g 100 tb uptift at joint(s) except [t=tb) 1 =373,3=301. 7) This truss isThis truss is designed in accrrdance with the 2oo9 International Residential code sections R502.1 1.1 and R802.10.2 and referencedstandard ANSI/TPI 1. 8) Hange(s) or other connectiol o^evjf(!) shall b€ provided sufficient to support concentrated load(s) 1852 lb down and 121 tb up at o-11-12,1852 lbdownand121 tbupat2-11_12,1852tbiown and121 tbupati_ii-1r;;;;idiirooo*n andl'21 tbupat 6_11_12,and18s2tbdownandl2llbupalS-11'l2onbottomchord. Thedesign/seteciionofsucn-donnectionoeuicelsyisinJreJpohJLiityototner". LOAD CASE(S) Standard 1) Dead + Roof.Live (balanced): Lumber lncrease=1.15, plate hcrease=1.15unform Loads (ptD Vert: 1-2=-86, 2-3=-86, 1-3=-16 Concentrated Loads (lb) Vert: 6=-1852(B) t=-18s2(B) 8=_1 852(B) 9=-18s2(B) 1o=-18s2(B) 81081 -1 3 I russ B1G Common Supported Gable our ilesoqmlol//t c(tu)RP Job Reference (ootional) i,.3x1?,rf.1Illpl l-n2o.s May. @ | -1:6-0 , $7_g 's4eer v'LusauvrrL+JranEAAyxu4n-ntsZYK4AlNTJCC4vlWxEExDdnqyZ4p2 113-0 4x4 = lPyxs4u Scale = 1:25.9 SPAC|NG 2-O-O Plates Increase 1.15 Lumber lncrease 1.15 Rep Stress Incr yES Code lRC2009/TPt2OO7 DEFL in (toc) t/defl UdVert(LL) -0.02 9 n/r 120Vert(TL) -0.03 9 n/r 120Horz(TL) 0.00 I nla nla LOADING(psQ TCLL 35.0 TCDL 8.0 BCLL O.O BCDL 8.0 This truss is designed in standardANS|/TP| 1. LOAD CASE(S) Slandard PLATES GRIP MT20 220t195 Weight: 52 lb FT = 0olo 10 11, 10 except2=297(LC 1),8=297(LC 1) FoRcEs (lb) - Max. comp./Max. Ten. - Ail forces 2so (rb) or ress except when shown NOTES 1) Unbalanced roof live loads have been considered for this design.4 31S%f;:-F,.1-il;-n.'ilt1'#?i,;',,3?i,tr ?","*1*;19:J l-^'.:li,:::'l*.::".q:1=l; ql t; qxs B; encrosed; MWFRs (a' heishrs) andS;3.".Tilll?J#li;kl;Tfl'11,).1,I^' 'j^u,;?f:gqlleiql/8 t" 8; F;"; +Ft;l;,T[ ff';i,iiiEl;llilTliFl#,,giijo,Tj,jg[:f:T*9;"9-p,::ll".ll"lt j9g-q ywFRq ro'.,ei6tion,-,rio*;;i;;:i,;bi:i:d, pftffi'btr=",:; LUMBER TOPCHORD 2x4 DF 1800F 1.6Eor2x4 DF No.1&BtrBOTCHORD 2x4 DF lBOOF 1.6Eot2x4 DF No.1&BtrOTHERS 2x4 DF Stud/Std REACTIONS All bearings 11-3-0.(lb) - Max Horz2=-77(LC7\ Max Uptift Ail uptift 100 tb or tess at joint(s) 2,8,1g, 14, 11Max crav Ail reactions 2SO tb or les-s at jo'int(s) tZ, 1a, 14, 3) rruss desisned rorwind loads in the ptane orthe truss *rv:_f9f .tuo*.riil1ll6;;il d;;i; ilff#i ;"""';#il" Industry cabre_. End Detairs as appricabre, or consuft {uarified buirding designer as per ANbrrrpr 1 . ' 4) Alf plates arc 2x4 MT20 unless othenrvise indicated. - ' 9) gable requires continuous bottom chord bearing.6) Gable studs spaced at 2-O-O oc. ll ll::.,*Tf"t^1,"^"jl 99iisl^991"13 19:0 psr b-ottom chord tive road nonconcurrent with any other tive toads.8) Provide mechanicalconnLction.(by otheis) ortrultto ffi;;;t"i.r 6;i;;,i,.iil#,fiiis"ir",j 'il,liifili",nt(s) 2, 8, 13,14,11,10.9l.BSySqO ptate or shim required to provide iul bearing surraidilit irusi;-h;;'"i;;;;ftil-I u, I nfs Iruss ls oeslgned in accordance with the 2009 International Residential coie siitions R502.1 1 .1 and R8o2 10 ) an t .aicre^.a. TOP CHORD Structural wood sheathing direcfly applied or 6-0_0 oc purlins.BOT CHORD Rigid ceiting ctirecily apptied or tO-oltioc Oiacing. BRACING R502.1 1.1 and R802.1 0.2 and referenced 81081-13 1G I yPs Valley our noqrmmnr//t 5(tu)HP Job Referencg (optional).4ZU S Mi 13-14 Pyis4U Scale = 1:52.4 22 21 20 19 .t8 17 .16 15 143x4 = Plates Increase 1.1SLumber Increase 1.15Rep Stress Incr YESCode lRC2009/TPt2O07 DEFL in (toc) t/deflVert(LL) nla - ntaVert(TL) nta - ntaHorzOL) 0.00 13 nta Ud 999 999 nla LOADING(psD TCLL 35.0 TCDL 8.0 BCLL O.O BCDL 8.0 PLATES GRIP MT20 220t195 Weight: 144 lb FT = 0olo LUMBER TOP CHORD 2x4 DF 1800F 1.6E ot 2x4 DF No.1&BhBOTCHORD 2x4DF IAOOF 1.6Eot2x4 DF No.1&BtrOTHERS 2x4 DF Stud/Std REACTIONS All bearings 26-2-8.(lb) - Max Horzl=-135(LC 7) Max Uptift Ail uptift 100 h or tess at joint(s) 1,20,22,23,24,Max Grav Ail reactions 250 tb or tess at joint(s) r, i, tg, ZO,13),14=281(LC 14\ Structural wood sh€athing direcily applied or 6-0_0 oc purlins.Krgro cetttng direcfly applied or 10-0_0 oc bracing.1 Row at midpt 7-19 BRACING TOP CHORD BOT CHORDWEBS 25, 18, 17, 16, 't5, 14 22, 23,24, 18, 17 , 16, required cross bracing beinstalled during truss erection, in accordan& with StabitizJr 1 5 except 25=281 (LC and R802.10.2 and referenced FoRGES (lb) - Max. comp./Max. Ten. - Ail forces 2so (rb) or ress except when shown. NOTES 1) Unbalanced roof live loads have been considered for this desrgn.2) wnd: ASCE 7-05; 90mph; TCDL=4 2pst BCDL=4.2psf; h=lsi; B=as^ft; t=26ft; eave=2ft; cat. il; Exp B; enctosed; M\ /FRS (al heightg andc-c corne(3) 0-5-12 to s-s-rz, Exterior(2) 3-s-12 to rg'-i-a, c6rrytt9)'13-i-4-6i6:1; zire; cantrrever reft and right exposed ; endvertical left and right exposed;c-c for mdmbers and rorces a uvwnS'toire""tionr siro*-ti Lumber DoL=1 .60 plate grip DoL=1.603) Truss desisned for wind loads in the plane of the trusi "ilv:- l:l ri.ja"!$;;-6;iili;;rmat to rhe face), see standard hdustry cabte.. End Details as appricabre, or consuft duarified buirding designer as per ANsr/Tpr 1 .4) All pfates are 2x4 MT2O unless othenrvise indicated. - " q) gable requires continuous bottom chord bearing.6) Gable studs spaced at 2-O-O oc.7) This truss has been desioned for. a 1 o.o psf bottom chord live load nonconcurrent with any other tive loads.t) ii:I8:,T:if nicar coni'ection (bv otheis) or tri,lJ to olarini ili" J"i;iliilil:il'ff,?iJ 1oo rb uprift at joint(s) 1 , 20, 22, 2s, 24, 2s, 18, 9) Tiis huss-is.dedgned in accordance with the 2oog International Residential Code sections R5o2standardANS|/TP| 1. LOAD CASE(S) Standard Scale = 1:13.4 SPAC|NG 2-O-O Plates Increase 1 .1SLumber Increase 1.15Rep Stress Incr yES Code lRC2009/TPt2007 DEFL in (toc) t/defl UdVert(LL) -0.00 2 >999 360Vert(TL) -0.00 2-4 >999 240Horz(TL) 0.00 4 nta ntaWind(LL) 0.00 2 ** 240 LOADING (psf) TCLL 35.0 TCDL 8.0 BCLL O.O BCDL 8.0 PLATES GRIP MT20 220t195 Weight: 11 lb FT = 0% :lrJil{H":t sheathins direcfly apptied ot 2-1_11oc purtins, except Rigid ceiling direcily applied or 10-0-0 oc bracing installed ilruD urdt orauiltzers ano requtreo cross bra(truss erection, in accordance with Stabilizer LUMBER TOP CHORD 2x4 DF I8OOF 1.6Eot2x4 DF No.1&BkBOTCHORD 2x4DF 1BOOF 1.6Eot2x4 DF No.1&BtrWEBS 2x4 DF Stud/Std BRACING TOP CHORD BOT CHORD REACTIONS (lb/size) 4=-6/Mechanicat, 2=3S41O_S:14 (min. O-1_S)Max Horz2=47(LC 6) Max Uptift4=-6(Lc 1), 2=_9a(LC 9)Max Grav4=31(LC 9), 2=3s4(LC i) FORCES (rb) - Max. comp./Max. Ten. - A[ forces 250 (rb) or ress except when shown. NOTES 1) \Mnd: ASCE 7-05; 90mph; TcDL=4.2psf; BcDL=4.2psf; h=25ft; B=45-ft; L=24ft; eave=4ft; gg!.]r; e"p B; enctosed; MWFRS (ail heights) andc-c corne(3) zone; cantilever left anb right exposed ; 6nd vertical left and ,igrit eiposej;i-c for members and forces & M\ /FRs for. reactions shown; Lumber DOL=1.60 plate grip DOL=1.602) This truss has been designed for a t 0.0 psi bbttom chord live load nonconcurrent with any other live loads.3) Refer to girder(s) for truss to truss connebtions.4) Provide mechanical connection. (by others) of truss to bearing ptate capabte of withstanding 1 00 tb uptift at joint(s) 4, 2.5) This truss is designed in accordan'ce with ihe 2009 International Resid'entiat coue sectioni R502.1 1 .1 and R802.10.2 and referencedstandardANS|/TP| 1. LOAD CASE(S) Standard Scale = 1:17.9 T9lqlo JI 3x4 = Plates Increase 1.15Lumber Increase 1..15Rep Stress Incr yES Code lRC2009/Tpt2O07 DEFL in (toc) t/defl UdVert(LL) 0.00 6-7 >999 360Vert(TL) 0.00 6-7 >999 240Horz(TL) -0.00 6 n/a ntaWnd(LL) -0.00 6-7 >999 240 LOADING(psD TCLL 35.0 TCDL 8.0 BCLL O.O BCDL 8.0 LUMBER TOP CHORD BOT CHORD WEBS PLATES GRIP MT20 220t195 Weight: 38 lb FT = O% 2x6 DF 1800F 1.6E.Except. T2:2x4DF 1800F 1.6E ot2x4DF No.1&Btr2x4 DF 1 800F 1 .6E ot 2x4 DF No.l &Bh2x4 DF Stud/Std *Except* \ /6: 2x6 DF 1800F 1.6E !lrj:llj?ll-""0 sheathing direcily apptied ot 4-11_2oc purtins, excepteno ventcals. Rigid ceiling direcfly apptied or 6_0-0 oc bracino. BRACING TOP CHORD BOT CHORD REACTf ONS (tb/size) 6=-9410-2:2 (min. 0-1 _8), 7=51 8/0-3_8 (min. 0_1-8)Max HorzT=33(LC 8)Max Uptifr6=-94(Lc i), 7=_148(LC 5)Max Grav6=57(LC 5), 7=s18(Lb 1) ' I9IC^F9^ lt!) - Max. Comp./Max. Ten. - Ail forces 250 (tb) or tess except when shown.TOP CHORD 2-3=-289ts2sBOT CHORD 6-7=-s70t331WEBS 3-6=-326iS99, 2-7=-662t403 NOTES 1) wnd: ASCE 7-05; 90mph; TCDL=4 2psf; BcDL=4.2psf; h=25ft B=45ft; !l?1ft; eaue=ltt; cat. il; Exp B;.enctosed; MWFRS (ail heights) andc-c Exterio(2) -4-s-14 to -1-s-14, rnt6rio4r; -r-e-il'to elr 11s,-sxteriorlzte-i r-rl to ija-o zone; &ntirever-r;fi;;l'r;;;i""posed ; endvertical left and right exposed;c-c for members and toices a nywCs toii6J.iionr-.iioi"i; Lumber DoL=1.60 ptate srii DoL=1.602) This truss has been desioned for a .1 0.0 psr oottom-cnoiJiive toad nonconcurrent with any other live loads.t,3""ff'l3jJl?S(t) 6 considers paratterto'siain viir";;;;Nsrril ;;;Eiff;irif?rl,n. Buirdins desisner shourd veriry capacity or4) Provide mechanicar connection (by others) of truss to bearing prate at joint(s) 6.5) Provide mechanical connection. (bv otnersj or iruss io oeriing brat" c"baoii6t witnstanoingi_o^o-tb uptift at joint(s) 6 excepr (jt=tb) 7=148.t) lffJ:Ht;i,3i?9ffi: '. accordance with ine zoog rnt",n"iio'n5i ries-oE;il dil!"liiJ,iJ nsoz.r r.r ano heoi.io.z an<i rererenced LOAD CASE(S) Standard Sc€le = 1:17.7 T09tqto J-t : Plates Increase 1.1SLumber Increase 1.15Rep Stress Incr yES Code lRC2009/Tpt2OO7 DEFL in (toc) t/deflVert(LL) -0.01 4-5 >999 Vert(TL) -0.02 4-S >999 Horz(TL) -0.00 4 nlaWnd(LL) 0.00 Ud 360 240 nla 240 LOADING(psf) TCLL 35.0 TCDL 8.0 BCLL O.O BCDL 8.0 LUMBER TOP CHORD 2x6 DF 18OOF 1.6EBOTCHORD 2x4DF 1BOOF 1.6Eot2x4 DF No.1&BtrWEBS 2x4 DF Stud/Std *Except* \4/3:2x6 DF 1800F 1.6E :lrJiglilr:- sheathins direcfly apptied ot 4_11_2oc purtins, excepr Rigid ceiling direcily applied or 1O-O_0 oc bracing. PLATES GRIP MT20 220t195 Weighl 36 lb FT = 0olo BRACING TOP CHORD BOT CHORD REACTfONS (lb/size) s=403/0-7-1S (min. O_1_A), 4=22t0_2_2 (min. o_1-8)Max Hoz5=30(LC 6)Max Uptifts=-108(LC s)Max cravs=4o3(LC 1), a=a2[C 2) l9lC^F9^ lq) - Max. Comp./Max. Ten. - Ail forces 2SO (tb) or tess except when shown.TOP CHORD 2-5=-384t318 NOTES 1) wnd: ASCE 7-05; 90mph; TC-DL=4 2pst BcDL=4.2psf; h=25ft; B=45ft; L=241t; eave=4fttcat. l; Exp B; enctosed; MWFRS (al heights) andc-c corner(3) '4-3-14 to o-1.-J2, Ex9lio;(21 o-r-rii6 aio-o zone; cantitever teit ano righi expos^ed ; end verticat left and right exposed;c-cror members and rorces & rvtvvFRS ror reiitions snown;lJm;;;boi_:i.il ili.i'rilirl'rcjoi=,r.002) This truss has been designed for a 10.0 psf bottom lnoiJriu" load nonconcurrent with any other tive loads.t)3:#'13jJ*:S(') 4 considers paralretto srain ";irt;ains ANsrfrdi;;;8ffi;i""i.ffia. euirdins deiigner shourd veriry capacity or 4) Provide mechanical connection (by others) of truss to bearing ptate at joint(s) 4.5) Provide mechanical connection. (b! othersi of truss io u"iiing prat" "a'pabti irt witrstanoins1_o_o_t! uptift at joint(s) except (jt=rb) s=108.') LHJ:Hli,3ffiB|i: ,' accordance with ine zoog rnte,naiio"nli Cesil;il;r il"';;iiJnlnsoz.r r.r ano Reoi.io.z and'rererenced LOAD CASE(S) Standard Sele = 1:77.5 F\it Plates Increase '1.1S Lumber Increase 1.1SRep Stress Incr yES Code lRC2009/TPt2OO7 DEFL in (toc) t/defl UdVert(LL) -0.15 12 >999 360Vert(TL) -0.38 2-14 >999 240Horz(TL) 0.12 8 n/a ntaWnd(LL) 0.06 8-10 >999 240 LoADING(psD TCLL 35.0 TCDL 8.0 BCLL O.O BCDL 8.0 LUMBER TOP CHORD 2x4 DF 1800F 1.6Eot2x4 DF No.1&BkBOT CHORD 2x4 DF 1BoOF 1.6E ot 2x4 DF No.1&BtrWEBS 2x4 DF Stud/Std *Exceot* W4:2x4 DF 1800F 1.6E ot 2x4 DF No.1&Btr BRACING TOP CHORD Structural wood sheathing direcily applied or 3_3_3 oc purlins.BOT CHORD Rigid ceiting direcily apptied or ro_o-rio- oiicrng.WEBS 1 Row at mldpt 6_12.4_12 PLATES GRIP MT20 220t195 Weight: 196 lb FT = 0% ek recommends tnat Stab@einstalled during truss erection, in accordanie with Stabilizei REACTIONS (lbl size) 2=201 gto--s-B (min. 0_2_2), 8=2019 to_5-8 (min. 0_2_2)Max Horz2=226(LC 8)Max Uptift2=-162(LC 9), 8=-162(LC 9) I9lc^F.S^_(l!) - Max comp./Max -r9! -4!Llotces 250 (tb) or tess excepr when shown.TOP cHORD 2-15=-2865t219, ?-tg=-zzzetzqa, s-q=:-ibsziztt, 4-16=_1816t24e, s_.t6=_1s57274,5-17=-1557t274, 6-17=-1816t249,6-7=-2552t271, Zae=-ztzdnq6" a-i i=-iiosrzr sBOT CHORD 2-14=-103t2235_, 13-14=-2011823, 't2-13=-20;n82g, 11-12=_28t.r823, 10_11=_2811823,8-10=-113t2235WEBS 5-12=-174t1329,6-12=-762t159,6-10=-30/526,7-10=-409/130, 4-12=-762t15g,4-1 4=-3Ot 526, 3-1 4=-409/1 30 NOTES'1) Unbalanced roof live loads have been considered for this destgn.2) wnd: ASCE 7-05; gomph; T9DL=4 2pst BcDL=4.2paf; h=25i; B=-45ft L-=37ft; eave=sft; cat. il;..Exp B; enctosed; MWFRS (ail heights) andc-cExterio(2)'1-7-0to2-1-T,lnterior(1)2-1-7to1d-6lo,Ex!e;io(2) la-a-oto'ii-2-azone;cantiteverteftandrightexposed;endverticallefi and right exposed;c-c for memberd ind forces & MwFRs f- ;aactdJ.h;*;lL-ril", ooL=r .60 ptate grip DoL=1.603) This huss has been desioned for a 1 0.0 psf bottom chorcl iive load nonconcurrent with any other tive loads.t, il::'!: mechanicar conri'ection 1o'v otneisi oiiiul;6'o"-"fis fiie ft;ili\i,,iilli;nftig roo rb uprift at joint(s) except gt=rb) 2=162, t)],:|;j:H";i,3ffi8ffi0 "accordancewiththe20oelnternational Residentiat codesectionsR5o2.11.1 andRso2.lo.2andreferenced LOAD CASE(S) Standard Scale = 'l:77.5 Plates Increase 1.15Lumber Increase 1.15Rep Stress Incr yES Code lRC2009/Tpt2O07 DEFL in (loc) t/defl UdVert(LL) -0.02 23 ntr 120Vert(TL) -0.02 23 ntr 120Horz(TL) 0.01 22 nta nta LoADING(psD TCLL 35.0TCDL 8.0BCLL O.OBCDL 8.0 LUMBER TOP CHORD BOT CHORD OTHERS REACTIONS (tb) - PLATES GRIP MT20 220t19s Weight: 266 lb FT = 0% 2x4 DF 1800F 1 .6E ot 2x4 DF No.1 &Btr2x4 DF 1 800F 1 .6E or 2x4 DF No.1 &Bh2x4 DF Stud/Std *ExceDt* ST9: 2x4 DF 1800F 1.6Eot2x4 DF No.1&Btr BRACING TOP CHORD BOT CHORD WEBS All bearings 37-0-0. MaxHoz2=226(LC B) Max Uplift Att uptifi 100 tb or tess at joint(s) 2, 33, 34, 36, 37, 38, 39,40,4,t,42,02, gO,29,25.24. 22Max Grav All reactions 250 lb or tess at joint(s) 33, 34, 36, 37, 38, gg, 40, 41 , 42, 32,30, 29, 28, 27,26,2s,24 except2=311(LC 1), 2241i(LC I FORCES (rb) - Max. Comp./Max. Ten. - Ail forces 250 (rb) or ress except when shown. NOTES 1) Unbalanced roof live loads hav,e been considered for this design.,)3'-S%ffi3,[1-il;1"[tli]'l?li','313 t-9",t-=^','J::;';i1[*gf ^';u-'^oi."1u::ll c?!]l;,',p B;encros€d;MWFRS (a, heishts) andc-c corne(3) -1-7-oto'2-i-7.5qdrrji,t-zt" r{!iq, ci,i",idilii:,i;"#}r"_1E;?l;ll!,iffi3,il-"ffiT:iiy_Hs: iT"::i:gil,,tri":jifi?":T:1.""n5:.*.^'.",f::yiilt i#i;li;"",;"i;:-iffi'^Eor=, uo prate srip oor_=r ooS,,Sn:!?*,,Lj:.1:-p^1.c.":..1'.J:11 qr9:0 t" i':9 ;'';;Aiii6f'. i:f#i[ii i],"ilSi lii,l",]XLllli') J#T"ffiy::$?l$i"lTl:"IJffl:m$ffiX:j",:i*.::,!!i;"Is#*iJffiftffii.jfi!?"ll,j,'#"".y,1,i;?f ,ndustry cab,eFll1,?g9if-^":.9ppricabre, orconsur duarified ouiEins Gsiine;#;rAN5ffi,j ;:4) Af l pfates are 2x4 MT2O unless otherwise inOicateO.' --- " !) 9a9le requires continuous bottom chord bearing. ' 6) Gable studs spaced at 2-0-0 oc. R ll:r",*t:Y:":?:1!:::q:g^l"l:.19:9 p,sf bjttom chord tive toad nonconcurrent with any other rive roads.')fi:lf:.T3!:itTjttiS}lJoluotx;is1,ortrusJo'b#;;ili;#;ffif ;il:il'?'Hs"i';"0''lliJiifi""ir,*r,r 2,33,34,36,37,38,3e,40, 41, 42, 32, 30, 29, 28, 27, 26, 25, Z+, iZ 28,27 , 26, and R802.10.2 and referenced 9) This truss-is designed in accordance with the 2009 Internationat Residential code sections R502.1 1 .1standard ANSI/TPI 1. LOAD CASE(S) Standard Structural wood sheathing direcily applied or 6_0_0 oc purlinsK€ro ceiltng dtrecily applied or 10_0_0 oc bracing.1 Rowatmidpt 12-33,11_94,10_36,9'_37, 1A_32, 1 Scale = 'l:76.5 SPAC|NG 2-0-oPlates Increase 1.15Lumber Increase 1.15Rep Stress Incr YESCode lRC2009/TPt2OO7 DEFL in (toc) t/defl Vert(LL) -0.17 1-13 >999 Vert(TL) -0.43 1-13 >999 Horz(TL) 0.13 7 nta Wnd(LL) 0.08 1-13 >999 Ud 360 240 NA 240 LOADING(psD TCLL 35.0 TCDL 8.0 BCLL O.O BCDL 8.0 PLATES GRIP MT20 220t195 Weight: 194 lb FT = 0% LUMBER TOP CHORD 2x4 DF l BOOF 1 .6E ot 2x4 DF No.l&BtrBOTCHORD 2x4 DF lBOOF 1.6Eot2x4 DF No.1&BtrWEBS 2x4 DF Stud/Std *Exceot* W4:2x4DF 1800F 1.6E ot2x4DF No.1&Btr BRACING TOP CHORD Structurat wood sheathing direcfly apptied or 2-10_2 oc purlins. .BO.T CHORD Rigid ceiting direcfly apptied or ro_ojCioc OiacrnS.WEBS 1 Row at midpt 5_1 1. 3_1 1 rur u rdr oraulrzets ano requtreo cross Dra(installed during truss erection, in accordanie with Stabilizer REACTIONS (lb/size) 1 =1868/Mechanicat, 7=2O321O_S-8 (min. O-2_3)MaxHozl=-221(LC7\ Max Uptifr1=-113(LC 9), 7=_164(LC 9) l9!C^F9_ ll!) - Max. Comp./Max.Jen. -Ail forces 2sO (tb) or tess except when shown.TOPCHORD 't-14=-2945t25!,2-14=-2766t273,2-g46iatzst,3-15=_1836i263,4_15=_1578t281, 4-16=-1578t277, 5-16=-1837t254, 5-6=-2574r274, A-tt=-ztsohtal, z-ti=-iaailzzzBOT CHORD 1-13=-134t2327, 12-13=-32t185s, 11-12=-32i.t1859, 1o-11=_33t1841,9-1 0=-33/1 841,7-9=-119t2259 WEBS 4-11=-19ot1ss1,S-11=-762t1s9,S_9=_30/526,6_9=409/130,3_11=-790t162, 3-1 3=-48ls85, 2-13=_461 I 1 4T NOTES 1) Unbalanced roof live loads have been considered for this destgn.2) wnd: AscE 7-05; 90mph; TcDL=4.2psi BcDL=4.2psi h=2si; B=4sft; L=37ft; eave=sft; cat. il; Exp B; encrosed; MWFRS (ar heights) andC-CExterio(2)0-0-12to3-9-2,tnterio(l)3_9-2tolb_6_0,exteiio4z; ti*A_otdii_i_a-)one; cantireuerteftandrightexposed;endverticalleft and right exposed;c-c for membersand torces & MwFRS roi rbiciionsino*n;irriijr DoL=1 .60 ptate grip DoL=1.603) This huss has been designed for a 1o.o psf bottom chord live toad nonconcuireni*itn "ny otn"r live loads.4) Refer to girde(s) for truss to truss connections.t) il:['i: mechanical connection (bv others) of truss to bearing plate capabte of withstanding 100 tb uptift at joint(s) except (jt=tb) 1=1 13, 6) This truss is designed in accrrdance with the 2oo9 International Residential code sections R502.1 1 .1 and R802.10.2 and referencedstandard ANSI/TPI 1. LOAD CASE(S) Standard 81081 -1 3 M1 I russ I ype tlonopitch vry 1 sunrocJschmidtT/1 5(tD)RP Job Reference (optional) ID:) sir-a_y 1q 201 3- Print:7.420 s May i0 2mdcF\M f rGdhVNf , lFwnElvAr;"r6-QQirDh-E'^^,r ttl^z ii ;A^Aw ^^-'" 2x4 ll Scale = l:'13.6 '-l YI Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code lRC2009/TP12007 DEFL in (toc) Udefl Ud Vert(LL) -0.00 2 >999 360 Vert(TL) -0.00 2-4 >999 240Horz(TL) 0.00 4 nta nta Wnd(LL) 0.00 2 ** 24O LOADING(psD TCLL 35.0 TGDL 8,0 BCLL O.O BCDL 8.0 LUMBER TOP CHORD 2x4 DF ,|800F 1.6E ot 2x4 DF No.1&BtrBOTCHORD 2x4 DF 1800F 1.6Eot2x4 DF No.l&BtrWEBS 2x4 DF Stud/Std BRACING TOP CHORD Structurat wood sheathing direcfly apptied or 2-O-O oc purtins, exceptend verticals. BOT CHORD Rigid ceiling directly applied or 10-O-O oc bracing. recommends that Stabilizers and required cross installed during truss erection, in accordance with Stabilizer PLATES GRIP MT20 220t195 Weight: 10 lb FT = 0% REACTfONS (lb/size) 4=2glMechanicat, 2=29S1O-S-8 (min. O-1-8) Max Hoz2=48(LC 6) Max Uplift4=-6(LC 6), 2=-7s(LC 9) Max Grav4=3S(LC 2).2=295(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 2SO (lb) or less except when shown NOTES t) !li$.{SQe.f-05;90mph; lqD.Lt4.2pgli BC_nL=4.2psi h=25ft; B=45ft; L=24ft; eave=4ft; Cat. il; Exp B; enctosed; MWFRS (ail heights) andC-C Exterio(2) -1-7-0 to 1-5-0, Interio(1) 1-5-0 to 1-10-4 zone; cantilever teft ano right eiposed ; g;d v;nicai teft "no- ,ight erpo""d;c-c formembers and forces & MWFR-S for reactions shown; Lumber DoL=1.60 plate grip dol=r.oo2) Thi-s truss has been designed for a 10.0 psf bottom chord live load nonconcurrini with any other live loads.3) Refer to girder(s) for truss to truss connections.4) Provide mechanical connection. (by others) of truss to bearing ptate capable of withstanding 1 oo tb uptift at joint(s) 4, 2.5) This truss is designed in accordance with the 2oog Internationil Residbntiat Code sections'Rs02.11:1 anC ifaOi.io.Z and referencedstandardANS|/TP| 1. LOAD CASE(S) Standard Sc€le = 1:'16.6 2x4 ll J T 19l9lo rte Offsets (X.I: t2:0-3-4 LOADING(ps0 TCLL 35.0 TCDL 8.0 BCLL O.O BCDL 8.0 SPACING 2-O-0Plates Increase 1.15Lumber Increase 1.15 Rep Stress Incr YESCode lRC2009/TPt2007 csl TC 0.79 BC 0.36 wB 0.00 (Matrix) DEFL in (toc) t/defl UdVert(LL) -0.13 2-4 >667 360Vert(TL) -0.28 2-4 >303 240Horz(TL) 0.00 4 nta ruaWnd(LL) 0.00 240 PLATES GRIP MT20 220t195 Weight: 24 lb FT = 0% LUMBER TOP CHORD BOT CHORD WEBS 2x4 DF 1800F 1.6Eot2x4 DF No.1&Btr 2x4 DF 1800F 1.6Eor2x4 DF No..t&Btr2x4 DF Stud/Std BRACING ToP cHoRD structural wood sheathing direcfly appried or 6-0-0 oc purrins, exceptend verticals.BOT CHORD Rigid ceiling direcily apptied or 1O_O-0 oc braqng. Mt I eK recommends that stabilizers and required cross bracinoinstalled during truss erection, in accordanie with Stabilizer - REACTIONS (lb/size) 2=51 9/0-3-8 (min. 0-1-8), 4=340i0_1_g (min. 0_1-8)Max Hoz2=56(LC 6) Max Uptifp=-81(LC 5), a=-26(LC s) l9lC^F9^ _(19 - Max. Comp./Max. Ten. - Ail forces 250 (tb) or tess except when shown.TOP CHORD 3-4=-2841113 NOTES 1) VMnd: ASCE 7'05; 90mph; TcDL=4.2psi BcDL=4.2psf; h=25ft; B=4_5fr; L=24fr; eave=4ft; cat. il; Exp B; enctosed; MWFRS (ail heights) andc-c Exterio(2) -1-6-7 to 1-5-9, Interior(1) 1-5-g to7-:1-1:2zone;cantilever tet dno ritnt eiposed ; end vertical left and right exposed;C-C formembers and forces & MVvFR_s for reactions shown; Lumber ool=t.oo ptateli,p obl=lloo2) This truss- has be€n designed for a 1 0.0 psf bottom ihord live load nonconcurr6ni with any other tive loads.3) Bearing at joint(s) 4 considers parallel to grain value using ANStTipil ingre io gi"'in ioin:r'"ra. Buitding designer shoutd veriry capacity ofbearing surface. 4) Provide mechanicar connection (by others) of truss to bearing prate at joint(s) 4.5) Provide mechanical connection.(by others) oftruss to oearin! itate caiabti 6rwitnstanoing 100 tb uptift atjoint(s) 2, 4.6) This truss-is.designed in accordance with ine zoos Internationil Resid'ential coae sectioni R502.1 1.1 and R802.10.2 and referencedstandard ANSI/TP| 1. LOAD CASE(S) Standard Scale = 1:13.0 Il-l=IloP Itolt.( |l-t sPACtNc 2_O-OPlates Increase 1.1SLumber Increase 1.15Rep Stress Incr yES Code lRC2009/Tpt2OO7 DEFL in (toc) t/defl UdVert(LL) -0.03 2-4 >999 360Vert(TL) -0.07 2-4 >87S 240Horz(TL) 0.00 4 nta ntaWnd(LL) 0.00 240 LOADING(psO TCLL 35.0TCDL 8.0BCLL O.OBCDL 8,0 LOAD CASE(S) Standard PLATES GRIPMT20 220t195 Weight: 18 lb FT = 0%LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&BtrBOTCHORD 2x4 DF 18OOF 1.6Eot2x4 Of ruo.raBirWEBS 2x4 DF Stud/Std :lrJi,J;Ur:t sheathins direcfly apptied or s_3_8 oc purtins, except BRACING TOP CHORD REACTfONS (tbtsize) 2=43Oto-S_8 (min. O_1-B), 4=224t0_1_s (min. O-1_8)Max Hoz2=42(LC 6)Max Uptifp=-79(LC 5), 4=_13(LC s) FORCES (tb) - Max. Comp./Max. Ten. _ All forces 2S0 (tb) or less except when shown. NOTES " 3'-'3';i:ft?i;i?:3-?Ti'l:J-3",f'i?,'lr ?""%',"';1?:l',h-:r^u:'^B^:1,:l^L-:?il_"-"y":1n; car '; Exp B; encrosed; MWFRS (arlc-c Exterio(2) -1-6-7to 1-s-e, Interior(ri t-s-stos--ij1iz."*isd.^"^*:d,T[ri:1d,i';l,lfi1ill3lilT;lly,:f;i"fJ|::',][%?llmembers and forces & MWFRS for reabtions shown; t_umoeibol=r.oo prate ori b"oi=l'dda+1,:1ff ::ill';i$'.:i[Hf3i:';l'*n:*:xr^:T'Lt;?*:iri'irri*ffi b:eii-:i%";z) rhis truss has been desioned for a 1o.o pst oottom inoro ri* roJ n;n-;;;;irEri*"iti'".iftner rive roads.') 3"TT3 |J*:SG) I considers parattet to'siain ;ai;;;UN5tidi-i'ftiJffi;iilff;il Buirdins desisner shourd veriry capac*y orbearing surface. rriYr " " q"Y's rv 4) Provide mechanical connection (by others) of truss to bearing ptate at joint(s) 45) Provide mechanicar connection ioy otnersi or tiusi io oJirins prate caoante orof truss to bearing platev/ ! 'v''vv "'eerrq'rtwr wrrrrcurrurr (oy omers) oI russ to bearing plate capable of withstanding iOo lb uplift at joint(s) 2, 4.t) ],HJ:T:ii,3ffigned in accordan'ce with ihe 2oos rnt"r*iio-nir neti;;ti"r c;;;iliJnJ nsoz.., r.r and R8o2.i 0.2 and rererenced BOT CHORD Rigid ceiling direcfly apptied or 1O_O_O oc bracrng. 6.ooF2 2x4 Il 4x4= 4 Scale = 1:16.8 Plates Increase 1.15Lumber Increase 1.15Rep Stress Incr yES Code lRC2009/Tpt2OO7 DEFL in (toc) t/defl Vert(LL) -0.12 2-S >691 Vert(TL) -0.26 2-S >314 Horz(TL) 0.00 S n/aWind(LL) 0.oo 2 ** Ud 360 240 nla 240 LoADING(psD TCLL 35.0 TCDL 8.0 BCLL O.O BCDL 8.0 PLATES GRIP MT20 2201195 Weight: 27 lb FT = OyoLUMBER TOP CHORD 2x4 DF 1 80OF 1 .6E or 2x4 DF No.1 &BtrBOTCHORD 2x4 DF 18OOF 1.6Eor2x4 Of No.taeirWEBS 2x4 DF Stud/Std :lti,J;Ur:* sheathins direcily apptied or 6_0-0 oc purtins, except BRACING TOP CHORD BOT CHORD REACTfONS (lbtsize) 2=S24to-s-B (min. 0_1-8), S=3g3/o-1_8 (min. o-1_8)Max Horz2=60(LC 6)Max Uptifr2=-84(Lc s), s=_17(LC 5) .l9IqES (lb) - Max. Comp./Max. Ten. - Ail forces 2sO (tb) or tess except when shown.WEBS 3-5=-269i63 NOTES 1) wind: ASGE 7-05; 90mph; TCDL=4 2pst BcDL=4.2psi h=25ft; B=45ft; L124ft; eave=4ft;cat. il; Exp.B; enctosed; MWFRS (a1 heights) andc-c Exterior(2) -1-6-7 to t -s-o, Interiorll j 't -s's to l--\ -lii zone; cantitever teft inu ,ignt "ipo."d ; end vertical left and right exposed;c-c formembers and forces & MWFR-S for rea-crions shown; Lumber DOL=1.60 pi"i"liL Oiii:?ioo2) This truss has been desioned for a .1 0.0 pst oottom dnoio rlyg roao nonconcurrent with any other live loads.t) 3"?i3 SJI?S(t) 5 considers paraltet to'giain viir" ,iti,ig ir,tsmpil ;;s6iil;"'i. rit?rl". Buirdins desisner shourd veriry capacity or 4) Provide mechanicat crnnection (by otherg of truss to bearing ptate at joint(s) S.5) Provide mechanical connection. (by othersi ot truss io o""ring pr"te ""baoti irr witnstanding 1 00 tb uptift at joint(s) 2, 5.t) #.t:Ht;i,3ffisned in accordan'ce witn irre zoog rrtirr"ii"i,Si C"rro;;i;j ;J"i'.;AiJnr'nsoz.r r.r "ro'riao).iolzlnd rererenced LOAD CASE(S) Standard Rigid ceiling direcily applied or 1O-O_O oc bracing Material List Schmidt Residence 385 Shoshone Ave Rexburg, lD 2nd level floor system Joists spaced 16'. OC Place joists to allow plumbing & other penetrationsBeam per the original structural drawings 7t13t2013 Job # RFp 13-0035 Plan date: none shown Mark Material width uepth Quantity Gut Length Total Length Blocking RFPI 4OS 2 1t2 117t8 36'36', nangers G.H1 Simpson lTS237n1.88 13 eqPPvt lit RFP|7O x '11.8812Sfmpson MlT31 1.BB-2 1 2-RFP|40S x 11f8l3simpson HU11 2 1.75x 11.88 LVaRFPiAdffi14Simpson lTS2.56/88 14 Joists 1 RFPI 4OS 2 1t2 8 1g'152',J2 2-Ply RFP|40S 2 1t2 117t8 4 19'76'J3 RFPI 4OS 2 1t2 117t8 14 17'238',l4 RFPI 4OS 2 1t2 117t8 I 13'117',J5 RFPI 70 2 5t16 117t8 2C 21'420',,6 RFPI 70 2 5t1e 117t8 2 20'40't7 RFPI 70 2 5t16 117t8 9 17',153' LVLs B1 3-Ply 2.0E RiqidLa 1 3t4 117t8 3 17',51')2 J-PtV 2.QE RioidLar 1 3t4 117t8 6l 12',72',33 o-Yty z.vtr KtqtoLal 1 3t4 117t8 8'24'D+2.0E RisidLam-1 3t4 117t8||1 4',4',35 GLB 6 3t4 251t2 1 24'24', RlMs R1 Generic Rimboard 1 1t8 117t8 1 166'166' Joist Stiffeners , each lx8 - 314" CDX o165g- Material List Schmidt Residence 385 Shoshone Ave Rexburg,lD Main level floor system Joists spaced i6" OC Place joists to allow plumbing & other penetrationsBeam per the original structural drawings 7t13t2013 Job # RFp 13-0035 Plan date: none shown Mark Material width Depth Quantity Gut Length Total Length Blocking 311 RFPI 4OS 2 1t2 117t8 1 30'30' {angers 5fl1Simpson lTS2.56/188 12 Simpson lTS2.3Tl1 .88 4 Joists )1 RFPI 4OS 2 1t2 11 7ft 6 17',102',t2 RFPI 4OS 2 1t2 117t8 7 13'91'J3 RFPI 70 2 5t16 117t8 1 25',25'l4 RFPI 70 2 5t16 117t8 4 24'96'J5 RFPI 70 2 il1e 117t8m 6 23',138'J6 RFPI 70 2 5t16 1 22',22',17 RFPI 70 2 5t16 117t8 10 21',21o',RFPI 70 2 5t16 117t8 9 17',153' VLs 31 2-Plv 2.0E RiqidLa 1 3t4 117t8 2 7'14',tz 2.0E Riqidlam-1 3t4 117t8 1 5',5' KIMS R1 Generic Rimboard 1 1t8 117t8 1 200'200' Joist Stiffeners each 4xB - 3l4" CDX oi OSB K&R Design, LLC PMB 147 515 E. Carefree Highway Phoenix, AZ 85085 Office: 623-465-1034 Fax: 623-465-2650 E -mail: ken@kan&design.com Skype: (voice or video) ken.lawless .of.arizona Date: Customer: 7 /13/2013 Roseburg Forest Products -- Sunroc Bld Mtls RFP 13_0035ob Number: Loads On Plans: Deflection Requirements: I4q4 rJr360 _ 11_7 /8 2nd level svstem is missing beams. I'r." rdd"d b"r-ffi, to those used. Gable end trusses to be structural. with ensineer of record. Provide loads to be applied to cantilevers. Routing: "trH /o 13 0027r 385 Shoshone Ave - SFR 07 /rU13 Ted Dye (Please review by Friday , JuIy 12) Current Status Done NA {n {! {! Please complete the following: T ! Review Plans Enter Notes in the checklist under p&z Review in the workflow Enter Notes in the checklist under Building Review in the workflow Update the Result Stamp Job Site Copy as Approved { { ,/. Notes: Return building plans and this check list to Amanda Saurey