The URL can be used to link to this page

Home My WebLink AboutCO, BP & DOCS - 06-00399 - 647 Palmer Cir - New SFRBuilding Permit No: ApPlicable Addition of Gode: Site Address: Use and OccuPancY: Design OccuPant Load: SPrinkler SYstem Required: Name and Address of Owner: -cert-'lt'lcateof occupan 06-00399 IRC 2009 647 Palmer Cir Single FamilY Residential N/A No CITY OF-BE4gqe Amqica's FamilY CommunitY Contractor: SPecial Gonditions: Residential, one-and two-family = 4'920'00 sq'ft' Utility, miscellaneous = 806'00 sq' ft' ':n:"1:f,,i::,f;:Zi:,::",#:'"ilii:i!;ffi#i ii:iiii;lH{!}:,!:'iiii"i{;Ylii""'" inspected on the o"o',*ii';rs round to ,be in comptiance *"":::";:;;,rp"iiv was ctassified' group and division "i """,o"*y and the "";i", *irch the proposed occupancy wa Date G.o' lssued: 08 | 13 I ZOtq n %,f ' n G.o.lssuedort@Buildinglnspector:"A"{€W rhere sha,rbe no rurther ch:H:i: [if;;lffi,.Tl:'"-"h"1fi:'li":::T:lllii.:T:ll]'''l%il1]'il"::Yi"Y'S:lTn"'' modifications or additlon --^- iopt*"d said future changes'Fire Alarm: nla -, -]: Mechanicattnspector: b.'.'rA FireDept./sprinkler: nla l,--*- Plumbing lnsPector:h f' pr'7lPublicworks: n/a I n/a Electrical lnsPector: P&ZPublicWorks: Sep, 18. 2009 2:36PM First Call Jewel Buildihg Sofety DePortmenf Ctfy qf Rexburg Phone: 208,3 59,3020 x326 Fox: 208.359.3024 A tA Cri cni .tt n t F Co nlf|4unisl19 E Main jonellh@rexburg.otg Rexburg, lD 83440 www,rexburg.Qtg PROPERTY ADDRESS SUBDIVISION NAME 0L-34q b41 (n(w'r 0$Lk' Permit# Required! ! !NIECHANICAL Mechanical Contractor's N Business Name: Cetl Phone @ ) Fax: ( ) Mechanical Estimate 5 -! i nzfco*."rciaVMulti Family Only) FIXTARES & APPLIANCES COANT $ingle Familv /F'.*^. Dwelling Only) Exhaust or Vent Ducts Furnace/Air Conditioner Combo Dryer Vents Range Hood Vents Cook Stove Vents Bath Fan Vents other similar vents & ducts: 4weat Pump Air Conditioner Evaporative Cooler Unit Heater Space Heater Decorative gas-fired appliance Incinerator System Boiler Pool Heater Fuel Gas Pipe Outlets including stubbed in or future outlets Heat (Circle a1i that apply) Gas OiI Coal Fireplace Electric Hydronic MegtranicaJsiaine. Calcul+gonS mpgl be sUbmittedJvith Ptpns & Applicatiqg I Poipt of Deliverv mgst be $hown op plans, to il k6:-Lq License number Date k Rexburg's fee schedule is the same as the State qf ldaho o Ft UU ($o Fo S,\f \Fo \ S\)oq FFIxwcFn F d' g I= q Ia \ \. \) Sr) F,O(\N CNacmI {I Oo) Olo lC-)l(olco !mn = {:+t z = !T o @U' = :q)3 m cx 'n ov {tm oozan{nco{ 6zoTto)lst{lr C.otr Bo7mU,y! omzmFFooz{vB-loP lal3lo lBlol€lftot- co o-{ & #Es EEst5#E EaEilgq I =d ilBEl3 isE.39 iliilE s HFegi *EfiHoo5='6 e 96.€gP f s F oP 9EEI===o ocl 5igg6g E66'3'E a aH* IB tp;I\E lu"II I!c CL=(o 5ottoo o { T'cn +!fim @Tt ==9=zg3_ r6 =" -{ THBXF93=azorEioP -u, {!rt-u,komEtr'2_e 16 -{ l> -lR m ll El= c IH El3 e IR U,| ;.: -: l= -l It m l'6t< =o !mo{6z Po=r-vYtr,zo ! c= t! 2o N5 -otr -zo4oo HE ; 9g Ellgga zlo {-o Itl I- .!, 19 j zPl2> 1H d +8EEEq+9oa'5dsg3frg asqs$a q: e q =3^ d& sfRil 33= <'.4q='o) 3-9= E'9 3? afoo*e q o^: ov =6'J6A'Eg'rF ft56g Fe EE }gigEBE* eE6'aggias i H ieilE i'n 0) I ad(D=ox so o.l g 90 ftn CE o= f.t TIao3='(o I -Tt oo)=o. I lrl 'Tl oo3a=(o i r0t oc s, oo O)=_. ost l! o Jat, lu ooJ0) 6''o 1la(Dahv,-(D i (x'o=0)=. sl D (o = m 5'0q o z o- IRIIl\l0N^l*lt\III a a It\t\t\IINlIl{IIIII N F'qq lF.l\IN.N z B o a o I II EH q6 E@ i5rAg\gj ez TA\Et.Ettd=le\7 E IJt 5E x @? INlv{ oF) *l'N>l -c.::l 6'Nt gsl * t$ 6' I 6' o l-$ t\l"S> tsm o 9i l0 oo t\ l$ Fd ?€ 8-*F Fgglz s 3: g I FBs3F :a e&X € HF g iiox tF.B E A "6='aI a'9 - ='oni;o689i Fa =Ja. 9vp oa= :R6+- Red5-pog.< *.o Y=Yxro)i -tE af o 6.= e-ss =p 66 e'* SO-O) ='3 *sc dE€ Q.r3 *(Dl.x of=*=e =o Vd'e X AE \U Oci;i.86.E 9oE €eg*P O{a?xp<L\ X l'\P',r\* v2RA r\@\ 66- r\R\\ dg.Y* t==;' d6iar< E,E 3h)B ii iVoi,*9aEsE AE E9. tl ll @ 6' C'@ @ safusa pw*its@NL-q "o-o o @ooo L vvv' I aaq':| ::31'| 355? a???1 {^aa rug!g€b *aa-d=.: F++E 9G33e Erll'E E.3s?r:, g =HH5YY P5!E x.AEE "-e - L O-^ j <oNqo oO€€ I Fg f !: N 5a\qgo @ 3-; II'- 6- t- F lolo tp. lo l5 or\oa9 6o;F s^ FE^a N':r+ X6 e5 I Nr_\' !? q 5' p G rrr-llt\ l\ l\ |'aYvN 'x\' : \=.\ h \ =oqf!=6ii 09;++d6ca*0cnnaE I.xp5@Z3:r J<6 3 F fF'\ :t o lU \i.9 tp IelEl;'\+i@ vlfv9.@ € r. <.i, I 5' 'r\hN 'il *'d '{ ft}H 'nnH E E *' a iE E g a I us E i a"i r v s r+ g ? fi i x ; A EgtEssei€?1g ?e rEd F d:gtqe':i $ ;AliaEi ie;'iE $ rFEf iFa HEaE6 [ E e:5 |lBicee E €Fi HF+Ag$ F *EFEl*g s i*lsEa"g T t F9e E i ;l-Xrol-SAlHgAnr=I=*F5i "s g EF 3 @ ]*l\!i\: a No q !'.,q B@ p ; d6- a o 0c a rltl'r{ o @ € { u N 'o o e. @a\ rl.. e .3 a€' a* r/a65=3oao6A lret\= Esgr{o l!i' 13; la lol€ I o i/ o G o 6- F 6' N R" o =EI?lol pl o o c) .o_ 's\ H b'ilNilb'ilr9 €+ F E 3 I F ?eE eA E a V 3. 8. g FE i3 r. F A g € F;i E; ; ; ls E i Q!< ; A A. Ie { g . ;i. g:3ilg= 6s I r A + F ? E$ E FE + A *3 E n A qi fi \E 3 F+"3 I=AE.R": aE E s3;r.i +Fji.+&e9'3 e g E.b3 : e; -a s isE 4 r 5S *9g ESFHF * \; s F-6igE;b{- !d :t a N P\ ! p @ E' t? N € o ^ u \F gl ^iA&{o$ 616 o q€ ; 'd P 6' x t R" 3 5' p6 d6- i.t b i. l\ls,lr lx l\1 ll l^\ ll ll \gv'a\E\gE g P 3 3 !s$E s : g 22 $ 3 s S si:i i + s iF ; * d ,i tJi3 ; s + sE ; P s v qRSg F g ii 7i E E !, i di$E F A 3 gE E F $ + iFS.[ E g B -7 ; 3 S s Fr"S=;'' n 3 i : I E ]j At'ql 2 E s 9 = G E. c[Fs s H F 1 t i q s i$s ;- I Z s ; € ; ?s$$ * E + q I A t ?i$5 € s F i € r € 3iHa a : r F F i a aiFa s 7 T * 1 5 g g FTg H ; 6 E E :l8i 5 ; e 6 S 3s:;1 E E S. d6 b -6tr q = I A 3SsF * 3 i E '" rS+ * g E 3 q EsA "B F n h Fx.\6 s 5 : & *;=g H d F a$Es 3, -i : 3 NRI I p g 7,x: i :J es-d g B '; '85 F !i It\ ot'\a @P + :. : @ o ; = N '*\'il'g\N[ 'il'H'ft!\ ^'H\ N'N'r\'J b bil h nr { H E : e $$ g $iu IF€ iNg€ s qg g l i g EEE i $F i 6E E F Ei E FE FE i*g F eEi$$ttg a FFa*i ag a3 i H F i E i s sn i ri . I E st a : s = Frar EE F$i $.ri ag$EFgaEEE Fl Ei€Y\g IEiffl t3E5E gI L$$ E IFf$ [ g a st = la I igesrr E a =S :: dFEEIE H () n g r4H ie E E EQ-'I CITY OF REXBURG BUILDING PERMIT APPLICATION 19 E MAIN, REXBURG, ID. 83440 208-3s9-3020X326 PERMIT # PleaSe gnrnnlafa 4 If the ques a lrzr ^-41*^A --I:^^a: ^- t 06 00399 PARCELNUMBER' RPBl+O TY^OIO(54 (V 647 Palmer Cir SUBDIVISION: ,4r4et l/rl/1" vNt-', (Addressing is based on the informatlon - must be accurate) uLvvr\t? I l-!J Ltf_Ij-- CONTACTPHONE# .:24 TzL PHONE #: Home (b) 3 5( - 77"LWork ( )Cell ( ) gryNERMAILINGADDRESS: SgS E/,!t C i h Cfiv: EcxL4E SrATE:zl zIP:?3 APPLICANT (If other than owner) (Appttr""t tf "itr.i tttun owner, a statemeni authorizing applicant to act as agent for owner must accompany this application') APPLICANT INFORMATION: ADDRESS CITY: STATE; PHONE ZIP EMAIL Work FAX #: Home ( )()Cell ( ) CONTRACTOR: MAILING ADDRESS: PHONE #: Home ( EMAIL CITY STATE Work ( )Cell ( ) FAX IDAHO REGISTRATION # & EXP. DATE How many buildings are located on this property? rcn.A Did you recently purchase this property?7$o)Yes (If yes give owner's name) /a-' \-//4, t-/ Is this a lot split? AfO/ YES (Please bring copy of new' \-/ City of Rexburg's Acceptance of the plan review fee doeiUrolcdrr.ril"t. plilftpFfoVal **Building Permithees are due at time of application** **Building Permits are void if your check does not clear** legal description of property) PROPOSED USE: (i.e., Single Family Residence, Multi Family,/Apartments,, Garage, Commercial, Addition, Etc.) APPLICANT,S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Underpenaltyof perJury,Iherebycertiff that I have read this application and state that the information herein is correct and I swear that any information which may hereafter be given by me in hearings before the planning and ZoningCommission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and Siate laws relating to the subject matter of this application and hereby authorized rePresental@fj$:-City to.enter upontheabovJmentionedpropertyforinspeciionspu'po'"'.NoTE:Thebuildingoffi:ialmaim*l*': provisions of the 2003 Intemational Code in cases of any false statement or mi on which the permit or approval was based. Permit void if not started within 180 days. Permit void Signature of OwnFr/AlBplicant ' U Do you prefer to be contacted by fax, email or phone? Circle One WARNING - BUILDING PERMIT MUST BE Plan fees are non-refundable and are paid in full at the time of Please complete the .Qrr. Application! If the question does not apply fill in NA for non applicable NAME PROPERTY ADDRESS A4-, l2afturz /,'ey'. SUBDIVISION Dwelling Units: SETBACKS . . r*oni---.Zl- srDE ?'tJ " stoy-1g 'g "-qilct<3t-S "- Remo deling Yo ur B ailding/H ome (need Estimate) $ Permit# Parcel Acres: SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area Unfinished Basement area Second floor/loft area Finished basement T! . d,a6o _ .rr. ff, Garage area Tzlo %- .^- /{Third floor/loft area Shed or Bam 30" above Water Meter Quantity:{.{.{<>t<{<*{.{<{.*{<{<*{< Watef Metef SiZe: / " Reqaired! ! ! PLUMBING Plumbing Contractor's Name: ae' ,e Business Name: Address Citv State zip Contact Phone: ( ) Email Business Phone: ( ) Fax FIXTURE COUNT (includine rouehed lixturesl / Clothes Washing Machine / Dishwasher / Floor Drain / Garbage Disposal / Sprinklers /J Tub/Showers 4 Toilet/Urinal Hot Tub/Spa / Water Heater / Water Softener g Sinks (Lavatories, kitchens, bar, mop) Plumbing Estimate $(Commercial Only) Sienature of Licensed Contractor License number Date The Ciw of Rexburs's permit fee schedule is the same as resuired bv the State of ldaho "rto, REXBURG America\ Family Community 19 E. Main (PO Box 280) Rexburg, Idaho 83,140 w.rexburg.org Phone: 208-359-3020 x326 Fa:L:208-359-3024 janellh@rexburg.org Office Houts: Monday-Friday 8:00am-4:00pm on Chec Seismic Design Category - D Ground Snow - 50 lbs. per sq. ft. Frost Depth - 36" Roof Snow Load - 35 lbs. per sq. ft. Wind Load - 90 MPH Thefollowingitems thould be conplend beforeyu sabmitlour buildingpenzit @plication. Completion of a Building Petmit Application: You may pdnt this application ftom our website www.rexburg.org or pick up a copy at the City Hall Annex Building (addtess above). Fot REsidential Permits.'(the following is required to be submitted befote the Application can be apptoved) { 2 sets of site plans and 2 sets of boilding ptrnt ff En"rgy Compliance Report The State of Idaho has adopted the International Energy Conservation Code (IECC). A Compliance Review must be completglag{rsgUmitte{ (the rescheck softwate is available online at www.energyc;es.gov) Wg+* UA {+4' Pase 3 of the Aoolication must includ/the Idaho Cor or the exemption form{V^g" 3 of the Application -rmt n.todJttt must be completed and signed, see Page 7. n Page 4 of the Application must be completed and signed by your Plumbet. A copy of the Plumber's License is tequired for our flles. ! Page 5 of the Application must be completed and signed by yout Mechanical Contractot, a copy of the Mechanical License is requfued for out files. E/ Mechanical system sizing and design is required. E/ Truss details including engineeted floot joists ate required. Electrical Pennit If your construction involves electrical, you will be required to purchase an electrical petmit from the State of Idaho according to the State of Idaho Electrical Department. . The Electrical Inspector can be contacted at Q08)-356-4830 ot toll free 1-800-839-9239. . The Electtical application is available at the City Hall Annex Building. Subdiuisions If you plan to build in a subdivision please check the Rexburg Development Code for any requirements such as, property setbacks, architecture board approval, etc. This information is available at Rexbutg City Hall located at 12 N. Center. New Residential lfomes: If your building permit is for a new home, you will need the parcel number (a parcel number is tbe counfll prlpertJ identification wbich ruogniqes a plot of land) and a new physical address will be issued. If you do not know the parcel number and cannot find a recotd of it, please bring the name of the subdivision, phase, and the lot and block numbers. The corect location is vital to assure coffect addressing. Remodels.If you are considedng a remodel, a copy of the bid or estimate for the remodel must be submitted with the Permit Application. . 2 sets of Plans are tequired (may need IECC Review). . Additions ate the same requirements as flew construction. Please complete the .nti? Apptication! rf the questioo oo"?ot applicable NAME SUBDIVISION /1,4re+, Ua,((" I apply fill in NA for non PROPERTY ADDRESS Permit# Reqaired! !!MECHANICAL Mechanical Contractor' s Name: Address Business Name: City State Zip Contact Phone: ( )Business Phone: ( ) FaxEmail Mechanical Estimate $ - (CommerciaUMulti Family Only) FIXTaRES & APPLUNCES COaNT (Single Family Dwelling Only) Fumace Exhaust or Vent Ducts / Furnace/Air Conditioner Combo 3i I Dryer Vents l5 Heat Pump Air Conditioner Evaporative Cooler Unit Heater Space Heater Range Hood Vents Cook Stove Vents 4 Bath Fan Yents 7.D Decorative gas-fired appliance 6 other similar vents & ducts: 4go Incinerator System Boiler Pool Heater / Fuel Gas Pipe Outlets including stubbed in or future outlets l{ f Inlet Pressure (Meter Supply) PSI Heat (Circle all that apply) Gas Oil Coal Fireplace6ct#\tydronic Mechanical Sizing Calculations must be submitted with Plans & Anolication Point of Deliverv must be shown on nlans. Sisnature of Licensed Contractor License number Date The Citv of Rexburs's permit fee schedule is the same as required by the State of ldaho ltltlatlrrtttlttlllllllltrtllltlattllllllrtlllllltlllalllllllllllllllllllrllllllrllllllllll SUBCONTRACTOR LIST Excavation & Earthwork: Concrete: Masonry: Roofing: Insulation: Drywall: Painting: Floor Coverings: Plumbing: Heating: Electrical: Special Construction (Manufacturer or Supplier) Roof Trusses: Floor/Ceiling Joists: Siding/Exterior Trim: Other: EXEMPTIONS FROM STATE REGISTRATION As of January 1,2006, the City of Rexburg can no longer sell permits without having a copy of your State registration number or your exemption from the State registration. Please send a copy of your state registration or fill out this form showing your exemption and send it with your license renewal or your next permit application. (This list is a summarization of Idaho Code Title 54 Chapter 5205, for full definitions of these exemptions please see the State's website at www.ibol.idaho.gov/cont.htm) D Currently State licensed pursuant to Title 54 Idaho Code, Chapters: 3 Architects, I 0 Electrical Contractors/Joumeyman, 1 2 Engineers/Surveyors, 19 Public Works Contractors (exempt from fee only registration required), 26 Plumbing/Plumbers, 45 Public Works Construction Management Licensing Act (exempt from fee only registration required), or 50 Installation of heating, ventilation and air conditioning systems n Employee or volunteer of a licensed contractor or part of an educational curriculum or nonprofit ! n T n ! u n n charitable activity with no wages or salary Employee of a US Government agency (State, City, County, or other municipality) Public Utility doing construction, maintenance, or development to its own business Involved with gas, oil or mineral operations Supplier doing no installation or fabricating Contracting a project or projects with a total cost less than $2000 Operation of a farm or ranch or construction of agriculture buildings exempt from Idaho Building Code Any type of water district operations Work in rural districts for fire prevention purposes Owner who performs work on own property or contracts with a registered contractor to do work as long as the property is not for resale within 12 months D Owner or lessee of commercial property performing maintenance, repair, alteration or construction on that property tl Real estate licensee/property manager acting within Idaho Code ! Engaging in the logging industry ! Renter working on the property where they live with the property owners approval ! Construction of a building used for industrial chemical processing per ldaho Code n Construction of a modular building (defined by Idaho Code) to be moved out of state I hereby certify that the above information is true and correct to the best of my knowledge. "t o, REXBURG Am e ri c a\ Family Co mmun ity Rexburg, ldaho 83440 www.rexburq.orq 555 y'-/r?r" lti,cb Address Fax: 208-359-3024 Affidavit of Legal Interest State of ldaho County of Madison r,=4,llLfu F" ,/hes,.77. , Name Er,r b, ,acity J t.Tz na) State Being first duly swom upon oath, depose and say: (If Applicant is also Owner of Record, skip to B) A.That I am the record owner of the property described on the attached, and I grant my permission to: _ to submit the accompanying application pertaining to that property. B. I agree to indemnify, defend and hold Rexburg City and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. Datedthis f,+,tfla aryor%,2ooL_ Subscribed and sworn to before me the day and year first above written. Residing at: fl)ac'lso,t Gpu*4 ,€elcttrs,J-b to7{rl My commission expires:3*Ecl Jo t), Please complete the ent|Application! Ifthe queetion doeJ appty fill in NA for non applicable NAME, 'r<r(a Permit #06 00399SUBDTVISIONY---L-- PROPERTY ADDRE,SS Required!!!ELE crRrcAL- Humcircrra'tA fic'l-rncf, NA Address City State Zrp Cell Phone Fax( ) ) Business Phone ( Electdcal Estimate (cost of wiring & labor) $(Commercial/Multi Family Otly) TYPE S OF INSTALLATI ON-RE SIDENTIAL (New Residential includes evetything contained within the tesidential sttuctute and attached gatage at the same time) X Up to 200 amp Service* 201, to 400 amp Service* Ovet 400 amp Servicex Existing Residential (# of Branch Circuits) Temporary Construction Service, 200 amp ot less, one location (for a period not to exceed 1. year) Spa. Hot Tub. Swimmins Pool # Electric Central Systems Heating and,f ot Cooling (when not patt of anew residential construction petmit-and no additional *iti.g) Modular, Manufactured ot Mobile Home Other Installations: Wfuing not specifically covered by any of the above Cost of Wiring & Labor: $ Pumps Q)omestic Water, Irdgation, Sewage) Requested Inspections (of existing wiring) Temporary Amusement/ Industry *Includes a maximum of 3 inspections. Additional inspections charged at requested inspection rate of $40 per hour. Electrical Conftactor's Name Business Name License number rtarlteautnt- Tbe b uhedule is the rame lu required b1 Signatwe of Licensed Contractor EIVEtril;IU x x x Mle*[,tl TX Result Report Date/Iime: Sep,l3, 2001 2:13P[il File No, Vlode Destination t ^ ^,loDlt/l \ u u vI 5An ll ltlllf- I\ vvts, ,r, !' lTllYl / 4 ^ 4 1) Pe (s)Re s u I t P. 1 Page Not Sent 4B6B Mlemory TX Rocky Mltn Power P, 1 OK Reason E.E,E. f o r1\ a) e r ro r Hang up o r I ine f a il No answe r Exceeded max, E-ma il s ize 8.2) Busy E.4) No facsimile connection Plearc comtrilfia thc md- Applicerionl il&G{urrimdoq'.t{,ltyflhNA&cm .FD!I€.hlo * , permit #06 00399t'He9-1- PROPERTYADDRESS NA ELECTRICAL- Hcnuncr,uia Etrectticll Bltim.tc (o$ of wtrtng & tlbd, g . (Cmmnid/Muhf Fmily Ooly) TWES OF II{STAIJATION.NB9IDENIIAL (*wnc.iffil /,dtdc, GEtltftg-@Efutt *t Ih ,h. Nfu/fll .qw drd .tfidrcd ert'ftc .. rt. m dne) X Upto20ompsc&xit - 201 to il00 rhp Sdiet _ Owt{00 up SwiaC _ Exi{rtalg Reridenthl (# of Bamh Cimir) r Ten4nory Commdion Smic€, 200nup othrr,ocloorion (fd.pdiodnotto fficd I yd) _ Spn, HotTub, Swimir4 Poot # ffottio-C^utSyrt ff Hqtitrgsd/trCooliog(uhildFrilof .wsidatirlffi,reridtffiirrnd 0 dditidil qirin8) - Modtrht,luliufr.tuGd d N{abib Hft - OtlH lffEuatis: Wiritrg m .pecifuruy @cftd by ily af thp .bffi Cort of !friting & Iabq: $_--- _ nun4o (nmic !f{tcr, Inigrriou, Scwrgc) _ Rcqutod Imp*tim (of eirringwirilg) T@fdrt Anwerent/Iaduty {tdotlc.rosiEmof3in.petioM, lddirimlia+Eti@rctrqB.drrrqqEdirup*lidnhofl4op6lor fnspection TYPe F ltu4t-- n.yni*. g q qi4- iV- 1'flceen ct * t6'' a() aY Inspector's RePort fl. n.t.tr comm. TNSPECTOR'S AcTloN / nAPPRovED dusePPnouro IIRNAL n c.o. (FINAL) ( il NCq APPLICABLE D DID NOr NSPECT AcrtoN *eourneo&P]&* \\ Rec't Acknowledged t{lrlr - Otl'rc CoPY F.frF.cm3 Itxor . Jo! copy Pil'hca..rr!@t llxsrncrrox?rcngr t X B$s. n 3lumb.* Ehu" e Mxl. m fin wk 8-30-/7=-,Inepaetion Req**sr Rx'd By Adm a- u,' rlq,- t Rcq. By &,:l!-*h,s S - Phonc No.3 sQ *7.rs{ Fruje.r fu Pennit l*w. 0 b er''-fl,?. ,4ddresr Lr t/7 Fo,-lue, C,'. lnspection Typ* Day /Tinm Req. S'd.ewcl/z- B -S l- tz- /D " iO 4' 'rr lnspector'$ Repart p n**,tr comrn. lf{spncTxD lltMs cONF0Rh{ ?0 Appft0vrn Dw6$ INSPEfiI)R'S ACTION trv ilx [JN/A ilFrHArtT88lS l{CrrH*spgcT I NAFPRSVPP ilc.o. {FtNAt } AC?ION Rf,QUIRED; ilDlSAFPRrOvtD [J N{TTAPPTICAALE rb*c! . Joe c4F?Pfi . h.p.dlcopt INSPECTION TICKETO fing. O Phmb' Day /Time Req. lnspector's RePort TNSPE90R'S AcTloN EepPsoveo DC.O.(FINAL) AcTloN REQUIRED: n DISAPPROVED IIRNAL N N TAPPLICABLE t-]DID NOT INSPECT Rec'iAcknowledged t{hite - Ollice CoPY F.f tR'c003 Pinl - lmpecbtl CoPY I INsPEcrIoNrIcKEil Bldg.er."t.f Mech. O Fire lnspection TYPe Day /Time Req. InsPector's RePort ffiAPPRovEDDwcsinspecreo lrEMs coN NV ON CN/A B comm. ,/ INSPECTOR'S ACTION EfePPnoveo DDISAPPRoVED fto.1F,NAL) nN'TAPPLI.ABLE DFINAL U DID NOT INSPECT ACTION REQUIRED: Pennit No. Address lnspection TYPe Day /Time Req. Inspector's RePort fi nes.tr comm. TNSPECTgIR'S AcTloN gtdvnoueo- DC.O.(FINAL) ACTION REQUIRED: ! DISAPPROVED fINOTAPPLICABLE I RNAL I DID NOT INSPECT Rec't Acknowledged White - Ollice CoPY F.FrR.c00t Yetlour . JoD Co?Y Pint - hspectotl CoPY rNffi nEMs coNFoRM To APPRovED DwGs InspectionRequestRec'dBy'''' : Dile lLfZqn'[J-,i'.'E:,r iii ], ;:"tr iiffi lnsPection TYPe Day /Time Req' lnspector's RePort il ax oN'A ED DWCS i*rqu.to*'tAcrroN - IAPPR.VED 4ell4tury-E no'APPLTcABLE DFINAL IDID NOTINSPECT DC O.(FINAL) ACTION REQUIRED: Signed Rec't $rhile 'Otftco F-FlA-c003 iinr ' tnsPector's coPY lrnsPncTlonrlcxrr O ,t ,*t. tr Humb' fnsoection Request Rec'd By fl ' o^rc &'4 &o1 Req. By Phone No' ,rr*rV""' ^ , - Pennir No' ob -3q1 OOOr.r, Inspector's RePott @eppRoveoDwGs trY flN nN/A INSPECTOR'S ACTION IAPPROVED DC.O.(FINAL) ACTION REQUIRED: Sfrrto,'*ou" fINOf APPLICABLE D RNAL U DID NOT INSPECT lnspection TYPe Day /Time Req. SignM \orr r Rec't Acknowledged lrrhile - Ollice CoPY F-FrF-c003 Inspection_ Req. BY Requesr: n .,o syk-q.i:.4PM- 8"" Phonerlo'@ fi\^^^ a. ^\^o^r Pennir *.. 06?9f Projcct Address lnspection TYPe Day /Time Req. Inspector's RePott rNsPrToR's AcTloN MnPPnoveo ! DIsAPPRoVED DRNAL D C O. (FINAL) N NOT APPLICABLE U DID NOT INSPECT ACTION nfqUfneo' Rec't Acknowledged t{hile - Ollice CoPY F.FrF.c003 Pink - lnspectot! CoPYYellow - Job CoPY ' ===i;6[il io;F ilouto o-*ot nY ON INSPECTED ITEMS COT\ c,*,1T,-5i,"*,, o E nlog.Plumb. Q Etect. E Mecn. I pi"" Inspection Request Rec'd Bv Req. By $i1i{ fn 0 S s Project 3iR'F Address Inspection fype J Day/Time Req. 1 Inspector's Report E R"r.tr Comm. INSPECTED ITEMS CONFORM,O O"N*INSPECTOR'S ACTION Phonexo. 3SG . lt) L Permit No. 0b'3111 J-. 61, D appnovnn E nrslppnovED D rrnar,tr C.O. (FINAL) E NOTAPPLICABLE fI NTN NOT INSPECTACTIONREQUIRED: Signed Rec't Ack White - Offie Copy Yellow - Job Copy o ,nrPEcrIoN TI.KET o rnspection Request Rec'd Bv t4' n't" z/ {1 a I -. n"q. nv grl I m oss Phone no' 3 S6' '11 -l 6 ;; fr-- r;nn,i' ,nn,ss-; Permit No' 'iQ 3{q Inspection TlPe Day/Time Req. Inspector's RePort tr tr Comm. INSPECTED ITEMS CONFORM TO APPROVED DWGS fIY tr N tr N/A INSPECTOR'S ACTION El nnaPPnovnn El rrnlr' tr noTAPPLIcABLE tr mn Nor INsPEcr Signed Inspector Rec't Acknowledged Whiie - Office CoPY EI APPROVED tr c.o. (FINAL) ACTION REQUIRED: Pink - l$perd's CoPYYellow - Job CoPY NSPECTION TICKET {nrdg. *A InspctionRequest:.Rec'dBy T D '--Date ;; ;, / t / i', -"; Phone No Perrnit *r. nG - 3q'l ':-.19 Address --ri lnspection TYPe Day /Time Req. lnspector's RePort O Res.tr comm' ffiAPPRovEDDwGSINSPECTED ITEMS COI I DISAPPROVED f] NOTAPPLICABLE CY trN fIN'A IRNAL DDID NOtINSPECT rNSPryoR'S AcTloN ,6newoveor oc.o.(FINAL) ACTION REQUIRED: Rec'l Acknowledged trvtilc - Oilic. Cogt F-FrR.c003 Pifr - h6t cio,3@t tb{oa . Job CocY Qnt*"crloN TI.KBT InspectionRequest: Rec'dBv g't Da*#$?- - 'I)-,, Phon no.@ []::t Perrnir No QG-€flq lnspction TYPe Day /Tirne Req' lnspector's RePort OVED DWGS tlY t]N L]RNAL DDID NOTNSPECT tnrs#crot's AcrtoN" - t UDrsAppRovED!lePPRoveo t-lco (FTNAL) C trni(9ot||ttlt AcTloN REQUIRED: Rec't Acknorvledged whir - Ollicc CoPY F.FrF.c003 frdr - IncPrclolSco9r tbllor ' Job CogY JNSPECTIONTICKET q U Elect' O Mech 1,t* I nspecrion Req-1, T'^1{% :'ffi-*.rr iit t'ittg Phonevs' ?-''^u' tr L tv Permit No' hlo 711' ,)O lnspection TYPe Day /Time Req. lnspector's RePort ROVED DWGS uY n x qN'A INSPECTOR'S ACTION Pkppnoveo fIDISAPPROVED OFINAL f]NOTAPPLICABLE u DID NOT TNSPECT nC.O.(FINAL), [Jtrvr^rrL'v'r--- i.r,ot REeUIRED: N6'oo- Rec't Acknowledged trvhite - Oilrce CoPY F-FtF.c003 Pint - lnsgeciorb CotY Yellov . Job CoPY (tnsPncTloN TIcKET O Mech' O Fire tr Blds. D Plu rnspecrigflu;gRec'a sv (-If *'" t\ )ODlry- n.qsfk,*fffiWtv Prolect < ;d;", Day /Time Req' U( Res TNSPECTOR'S ACTION SqAennoveo nt.o.(FINAL) AcTloN REQUIRED: f]DISAPPROVED f]FINAL 0 *o, orr.lcABLE tl DtD NoT TNSPECT Rec't Acknowledged White 'Otlice CoPY F-FtF'c003 Yellow - Job CoPY Pint - Ins9ecbr's CoPt o aNsPEcrIoN rIcKEro o )S. ung. o Phmb' ffi,",s\\+nss - PhoneNo 2ee-111(r' Permir no' }lu e'41 J Mech. u rre or,, lo/v /ap Inspecrion Request: Rec'd BY Project Inspection TYPe Day /Time Req. lnspector's RePort ffiAPPRovEDDwGS ftY uN IFINAL I N/A TNSPECTOj's AcTloN 96r*ort, trc.o.(FINAL) ACTION REQUIRED: N DISAPPROVED fJNOTAPPLICABLE E DID NOT TNSPECT Rec't Acknowledged While - Otlice CoPY F.FrR-c003 Yellow . Job CoPY Pint - Insgccl'ot3 coPY frr.rsrncTloN TIcKET ',{ nmg. O Phmb. O Ebct' r\}} Inspection Request Rec'd BY Req. By B; I \ -lnnoaS Phone No' U Mech. u FlrB o.,. lDla /Dt, Inspection TYPe Day /Time Req. lnspector's RePorl d *,r.tr comm. ffiroAPPRovEDDwGs flY DN f]N/A rNSPEcroR's AcrloN ^Pd yrtvenoueo &5 P' oDlsAPPRovED ONOTAPPLICABLE N RNAL f]DID NOT INSPECT DC.O (FINAL) ACTION REQUIRED: Rec't Acknowledged While - Oltice CoPY F.FrR-C003 Yeltow . Job CoPY Pink - In8gector's CoPY Permit No. NSPBCTION TICKET o re nuru. o Ehcr. o Mech. o Fire fnspecrion Request Rec'd.n, \ *f *y ! lT l,W- Req.Byhif Q {0CER PhoneNo' Project. . PermitNo' - ,l -l t,/,zt \vvo ltooi,., Inspector's RePort F Res.tr comm. D N/ATNSPCCTED 'TEMS CONFORM TO APPROVED DWGS INSPECTOR'S ACTION 6r*orto fIY DN f]RNALD DISAPPROVED DNOTAPPLICABLE DDID NOTINSPECT Yellou, - Job CoPY Pint - tNgeclotb CoPY lnspection TYPe Day /Time Req. DC.O.(FINAL) ACTTON REQUIRED:--- Rec'r Acknowledged While - Oltice CoPY F-FrR.C0o3 yP',:t city or Rexburs Receipt Number: Department of Com m unity Development 19 E [4ain St. / Rexburg, lD. 83440 Phone (208) 359-3020 / Fax (208) 359-3022 06 00399 06 00399 06 00399 06 00399 06 00399 06 00399 06 00399 06 00399 06 00399 06 00399 06 00399 06 00399 RPRHDVY601 Mechanical Residential Fixtures RPRHDVY601 Building Permit Fee RPRHDVY601 Plan Gheck Fee RPRllDVY60l Residential Plumbing Permit Fee RPRHDVY601 Fire lm pact RPRHDVY601 Flookup Fee/Sewer RPRHDVY601 Hookup FeeMater RPRllDVY60l Park lmpact Fee RPRHDVY601 Police lm pact Fee RPR!|DVY601 Street lmPact Fee RPRHDVY601 Water Meter & Parts RPRllDVY60l Perm it - Eectrical $150.00 $2,970.55 $297.06 $224.00 $184.61 $1,000.00 $1,550.00 $604.97 $158.11 $804.25 $417.00 $160.00 Total: $150.00 $2,470.55 $297.06 $224.00 $184.61 $1,000.00 $1,550.00 $604.97 $158.11 $804.25 $417.00 $160.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $o.oo $8,020.55 06-0533 0811412006 Building Permit Fee $500.00 06 00399 CREDT CARI)$ 8,020.ss $8,020.s5 genprntrreceiPts C } TY O I REXBt]-RG An e! i.a t F f, nii1, (hffi n iliil: City of Rexb De partm e nt munity Developmenl o urg of Com 19 E tMain St. / Rexburg, lD. 83440 Phone (208) 359-3020 / Fax (208) 359-3022 PERM lT APPLICATION ItIVOICE Applicant; MOSS WILLIAM EIUX 555 EDITH CIR RE(BURG. ID 83440 The follow ing fee am ounts for this perm it application are lnvoice Date09/20/2006 Site Address: 647 PALMER CIR Rexburg, lD unpaid at this time: Building Permit Fee Fire lm pact Hookup Fee/Sewer Hookup FeeMater M e chanical Res ide ntial Fixtures Park lmpact Fee Pe rm it - Ele ctrical Plan Check Fee Police lmpact Fee Residential Plumbing Permit Fee Street lm pact Fee Water Meter & Parts 2832211 2035s00 3534730 3434630 2832212 3835500 2832213 2832320 0735500 2832214 3335500 2534620 $ 2,470.55 $ 184.61 $ 1,000.00 $ 1,550.00 $ 150.00 $ 604.97 $ 160.00 $ 297.06 $ 158.11 $ 224.00 $ 804.2s $ 417.00 Fbge 1 of 1 oI Ro rootrm n; ggasE €= 66eg< + B ,q"tA-F a ,! [ o-;t E0. gg' 3 d6) !q ffiEE ffiE if,E5EgH 3 - 9 -619c,i=': eFFslilg; ;{qJq 3-oa+s g3A ;# E'gnl a dg+€f o o n=p_omo o o u8-d€d 8e d1m8ilARF;!,.'ois [3 q'E q =.-6 ilogg+ =6da*agFq='qi'lnQ m!a=a9 o Faoii6'qFfJ<o9EPE'85dJ ="od-l !O;r !.io=:g;E 6.DE-XottSo P f.s. O^r= v!* 8i=&I =.O!. 0'q' = -r*=d8+- =.d;F;E:+s:; dE@< diiga_E ;dg sHl 6=-:O-3oooe€ g foo o o- 3oo @c oo ooo fo o 5 0)= z =o o#9g{}JOp.g rrA $q53OPooofq3 t5rr (t =\On9rFirt Eo cr gR,f gH 9=fiaTg Q3. E"<+o o{fo (oo+ ooA- -{\ E\vqd\ A=.i' f-sE ?F-GvF\+ \ N NNN NNO)NOINJo)o@G)N o\s\t u r-, \/ 6o\FIO NOL1 UJ :1 \O tl \o (D I U)o NO)a@ bb 99oo oos5 AN@AO)sA{ro t\'-\) m :3 d REScheck software version 3.7.3 lJJ Gompliance certificate Report Date: o9/19/oo Data filename: ClProgram Files\Check\REScheck\Basic.rck Energy Code: Location: Construction Type: Glazing Area Percentage: Heating Degree Days: Construction Site: Ceiling 1: Flat Ceiling or Scissor Truss: Wall 1: Wood Frame, 16" o.c.: Window 1: Vinyl Frame:Double Pane with Low-E: Door 1: Solid: Basement Wall 1: Solid Concrete or Masonry: Window 2: Vinyl Frame:Double Pane: Furnace 1: Forced Hot Air: B0 AFUE Owner/Agent: 2312 2106 218 60 1872 64 38.0 21.0 13.0 Designer/Contractor: OA, etqq Permit # Permit Date 2003 tEcc Rexburg, ldaho Single Family 13% 8693 ffiruHHffiN Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Company Name Date 0.0 0.0 0.0 0.350 0.350 0.500 69 104 76 21 107 32 Page 1 of 4 I'l ,^. "s'-t'\.w- f ^ tr j REScheck Software Version 3.7.3I @F I -- lY I InspectionGhecktist Date:09/19/06 Geilings: I Ceiling 1: Flat Ceiling or Scissor Truss, R-3g.0 cavitv insulation Comments: Above-Grade Walls: I Wall 1 : Wood Frame, 16" o.c., R-21 .0 cavity insulation Comments: Basement Walls: tr Basement wall 1 : Solid concrete or Masonry, 8.0' hu7.o' bg/g.0' insul, R-13.0 cavitv insulation Comments: Windows: I Window 1: Vinyl Frame:Double pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes - Frame Type Thermal Break? _ yes _ No Comments: ! Window 2: Vinyl Frame:Double Pane, U-factor: 0.500 For windows without labeled U-factors, describe features: #Panes - Frame Type Thermal Break? _ Yes _ No I Door 1: Solid, U-factor: 0.350 Comments: Doors: Comments: Heating and Cooling Equipment: ! Furnace 1: Forced Hot Air: 80 AFUE or higher Make and Model Number: Air Leakage: ! Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. I Recessed lights must be 1) Type lC rated, or 2) installed inside an appropriate airtight assembly with a 0.5" clearance fromcombustible materials. lf non-lC rated, the fixture must be installed with a 3" clearance from insulation. Skylights: Q Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. Vapor Retarder: ! Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. trtrtrtr Materials ldentification: Materials and equipment must be installed in accordance with the manufacturer's installation instructions.Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided,Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or Page 2 of 4 sDecifications. Duct Insulation: ISupp|yductsinunconditionedatticsoroutsidethebui|dingmustbeinsu|atedtoR-11. I n"irrn ducts in unconditioned attics or outside the building must be insulated to R-6' tl Suppty ducts in unconditioned spaces must be insulated to R-11' i n"irt" ducts in unconditioned spaces (except basements) must be insulated to R-2' j wr,"r" exterior walls are used as plenums, the wall must be insulated to R-1 1, I Insulation is not required on retum ducts in basements' Duct Construction: I Duct connections to flanges of air distribution system equipment must be sealed and mechanically fastened' E All joints, seams, ano coinections must be securely fastened with welds, gaskets, mastics (adhesives)' - mastic-plus-embedded-fabric, or tapes- Tapes and mastics must be rated uL 181A or UL 181 B' Exception: Continuously welded and lockingtype longitudinal joints and seams on ducts operating at less than 2 in' w'g' (500 Pa). I The HVAC system must provide a means for balancing air and water systems' Temperature Controls: I Thermostats are iequired for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided' Service Water Heating: fl water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system' I Insulate circulating hot water pipes to the levels in Table 1' Circulating Hot Water SYstems: fl lnsulate circulating hot water pipes to the levels in Table 1' Swimming Pools: Q Alf heated swimming pools must have an on/off heater switch and require a cover unless over 20oh of the heating energy is from non-depletable sources. Pool pumps require a time clock' Heating and Cooling Piping Insulation: E HVA6 piping conveying fluids above 'l0b degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Page 3 of 4 tI-U Table 1: Minimum lnsulation Thickness for Circulating Hot Water Pipes lnsulation Thickness in Inches by Pipe Sizes Non-Girculating Runouts Circulating Mains and Rungq{ Over 2"iJfiJJ.il'J't'n up to 1" up to 1 25" 1 '5" t9 2'0'Heated Water 1 70-1 80 1 40-1 69 1 00-1 39 2.O 1.5 1.0 2.0 1.5 2.0 1.5 1.0 1.5 14 1.0 1.0 0.5 0.5 0.5 1.0 0.5 1.5 1.0 0.5 Table 2: Minimum lnsulation Thickness for HVAC Pipes Fluid Temp. lnsulation Thickness in Inches by Pipe Sizes pipins qyglgrn fypg!_ iR;;;;(;Fi 2" Runouts 1" and Less 1 .25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/TemPerature Low TemPerature Steam Condensate (for feed water) Cooling Systems Chilled Water, Refrigerant and Brine 201-250 1.0 106-200 0.5 Any 1.0 40-55 0.5 Below 40 1.0 0.5 0.75 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Page 4 of 4 SINGLE FAMILY RESIDENTIAL City of Rexburg Department of Community Development 19 E. Main St. / Rexburg' ID.83440 Phone (208) 359-3020 / Fax (208) 359-3022 Project Information Permit Type Single Family Residential Site Address 647 PALMER CIR Project DescriPtion Permit #06 00399 Project Name 647 Palmer Cir- Moss Parcel # RPRHDVY6010150 Names Associated with this Project Type Contractor Contractor Name Owner Same As Owner Contact Phone #License # Exp Date EXEMPT 1213712010 NONE RECORDED I2I3I 12006 Firtares 1- 1- 1- 1- 1- 1- 8- l- R-Fuel (gas) piping fixture or appliance outlet R-Decorative gas-fired appliance(s) additional R-Furnace / Air Conditioner Combo R-Water Softener R-Clothes Washing Machine R-Floor Drain R-Sink (Lavatory, Kitchen, Mop or Bar Sink) R-Sprinkler 4- 1- 1- 4- 1- 1- 4- R-Bath fan vents additional R-Dryer vents R-Garbage Disposal R-Water Closet and/or Urinal R-Dish Washer R-Water Heater R-Tub and/or Shower Unit Print Name Signature Date Issued: lssued By:Date ct'rY oF SINGLE FAMILY RESIDENTIAL City of Rexburg Department of Community Development 19 E. Main St. / Rexburg' ID.83440 Phone (208) 359-3020 / Fax (208) 359-3022 Project Information Permit Type Single Family Residential Site Address 647 PALMER CIR Project Description Permit #06 00399 Project Name 647 Palmer Cir- Moss Parcel # RPRHDVY6010150 Fee Information Project Valuation Mechanical Residential Fixtures Building Permit Fee Plan Check Fee Residential Plumbing Permit Fee Fire Impact Hookup Fee/Sewer Hookup Fee/lVater Park Impact Fee Police Impact Fee Street Impact Fee Water Meter & Parts $452,191.2( 150.00 2,970.55 297.06 224.00 184.61 1,000.00 1,550.00 604.97 158.11 804.25 477.00 Project Details Residential, one and two family (Any Code mat, Utility, miscellaneous, private garages (Any Co< 4,920 SQFT 806 SQFT Total Fees Paid $8.360.55 Print Name Signature Date Issued: Issued By:Date #Jl ,_4'4'0-,riit 2-i,, lJC llDI' r n2-6 ,clei r1Cl.G U' qlnlln t < .c. ,-)r -->-2 \s ,JC dD. dA' s39g ilc ,P 4,, tt "/ UA -\'\ 5- \9< ts\ s<.!c-\ r^+, il\pc{ .r.\ ei Ltl(fi; \g tl- ll- (7) - Al',t \o\n E\(J-r <-<\t\ |a\ < \-t\- ._e:l {$\ \tr$\ ( n f{I \}I 1- \t ,JA ,JD .S il \ 01-G -- 14 fEl-u ?A ,nLLLL i E26El r1LI E|EG : tB95 I'-nfo-:II .s' l6l' l^1\Ot-,i D1GE, -\t' cO r(\ olGE 02 o26E L 8',1',0 ), 12'10'0 -=- 11'6"0 =l' 6'0'0 -1. 1t'B'0 )' 14'1"0 -) DILL l{t055 v105, RE1 25 AUG 06 ?;Jf) ?i"'1s63'f'/ itsli J.ill?,[on ?:10' Lr}c{ or o(\ \o N Etr{ trl (/) t N O) o(\ \o N @ =E{ t; E tr- :: o)o \o c{ \oc\t @ E q U)U) E \'.\..i/ i'i' t" :: Ol \o c\ \o(\ E fiq U)vl E Ol r-o o N \oc\ Ef&q = rf) N or \o c\ \o C\ @ E q E , 7-7-a , 15-3-0 r 22-10-8 , 30+0 ,-t----l 7-7-8 7-7'8 7'7-8 7-74 Scde = t:51.6 4)(8MlPo= r+o F 616 Mll20= 56Mll20-sx8 Mllzo=G 6:€ Mll20= 10-2-0 | 20-4-0 | 30-G0 I 1O-2-O 1O-2-O 10-2-0 LOADII{G(psf) TCLL 35-0 TCDL 7.O BCLL O.O BCDL 7.0 LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E BOTCHORD 2 X 4 SPF 1650T 1.5E WEBS 2X4SPFStud/Sld BRACII{G TOP CHORD Stuctuml wood sh€affrE direc{y applktd or 3'4-9 oc purlirs. BOTCHORD Rigi, ceiling direcily appled or 10'O{ oc brajtE. REAcTIONti (lU$ze) 2) Wlnd: ASCE 7-98; 9qnph; h=25ft; TCDLd.2psf; BCDL4.2ps'f: Cat€sy ll; Exp C; endGed; fdWFRS gable 6nd zm; canlilev€r left ild right eraG€d ; Lurbsr DoL=l-33 plab 9dp DOL=1.33. 3) Tlis h,6s hffi be€n d6ign€d fora 10.0 p€f bottom dsd livE lod tE lco{nlfrent wilh any o0€r live l@ds- 4) R€f€r to gide(s) tor tsrrs to tuss mnedims. 5) Pmdde mectm'xC cottrEdim (byott€rs) of tiuss to Uearing 6ate capde dwithdanding 2n h Wrft ditntAard 276 b udn dFil E' 6) Thb buss b d€Fignsd hamdance with the 2000 k&ndind Reoirlsrid Code s€clins R502-l 1.1 sd R802.10.2 ard r€fiercnced stardadANSUTP| 1. LOADCASE(SI Stardard PI.ATEi M[20 Weitht 115 lb Irlax Florz Max Uplift FORCES (b) 1tl8€Vllecfsticd 148ofivled|d|bd €2o(loadcase 3) -277(load €se 5) -276(load cas 6) -811& -1943480 -gzg4n -211r& 4061172'l-12511131 -219'169r -5S6/353 -67nU -?6,1n57-572tv17 1) UnbakE€d rod fw bads tar€ been conddered fd lt*s dE*rrt DEFL in 0oc) Udefl Ud Vs(tI) 4.23 A-G >909 24 Ver(IL) -0.53 A€ >682 180 Hd-4IL) 0.08 E rva nla tvtaxim Cqrp.€€$drrf/bxinun T€nsim TOPGHORD A€ RCc-D }EtsorclloRD A.G F.G E.F WEBS B.G GGc+ D-F M)TES &d6MlEo= Scda = 1:53-4 1l.ITF G 1.5x4 Mll20 ll SdMll2O=5(8Mllft=I 1.5x4 Mll20 ll H 4x12Mllao- , 7€-0 I 15-3-0 I 23-0-0 | 30-6-0 I 7€-0 7-9-0 7-9-0 7$-0 LOADING (psf) TCLL 35.0 TCDL 7.O BCLL O-O BCDL 7-O TOP CHORD 2 X 4 SPF 1650F 1.5E BOTCHORD 2X4 SPF 1650F 1,58 WEBS 2X4SPFStudlSd BRACII{G TOPCHORD Strudurd wood sh€at|irE directy applled or 3G3 oc tr:rlim.BOTCHORD Rigid ceiling di]€cfly 4pl6d d IGO{ 6 braing' WEBS 1 Rorfl at nidpt B-H, E.H, GH, D-H REAcTnilS 0b/dD) F= Mal-loz t\rax UpIft WEBS DH = -4n54 I{OTES 1) Unbalanced rcof Iw loads har€ bsn sridered for S*; d6$grt. 2)wlrd: ASCE 7-98;9&ryh; h=25ff; TCDL=,t.4sf; BGOL=4.asf H€gsy ll; Exp C; enAceO; tvfwfnS gEUe end zone; €nlile\€r ld ad rtl}rt ereosed ; LLnter DOL=1.33 dab gtp DOL=1.33. 3) Pro\riG a@uate draivtge b Fe\€nl water porKhrg. 4) This hs h6 b6l ds{i$ed tur a 10-0 psf botom drord lin load rs|conqffilt with a]ry drer live loads. 5) The fidbdrE 'rht(s) r€qui€ date irEp€dim HttFToo|h Cdnt i,ikttodwt€n thb ttuss is btos.n or qrary assntarce ins@kx: c. 6) Rsf6 b gide(s) fd |rls lo tts 6nnedims. n Pro,ide medlanid contection (byoffters)of ti.6s to xartuE date cap*le dwiutstattdng 2n lb ut iffatidntA and 2r/ b udin atltnt F- 8) This bu6s is ddigmd in accotdarce wifn the Ano hbmalio.d Resilenlial Code sedi:ns R5q2.11.1 ard R8@-10.2 ard retureri@d stardardAt{S|rIPl 1, LOADCASE(S) stardad PI-ATES GRIP Mfl20 1971144 Weight 130|b 1488iillectsri:d l4SSlttlecfEnktd 313(load cas€ 4) zn(w@5)-2T(load case 6) FORCES 0b) Maximum Cornpreesion lylaxinwn Tension TOPCHORD A-B = -28713(E &C = -156d3[Xl CO = 1169/353 DE = -1566/363 E-F = -?287F08 BOT CHORD A-l = -396/1762 H-l = -39d1760 f = -217117ffi F-G = 216/17@ VVEBS &f = or?82 FH = -73g3t E-H = -739131 E€ = d282 GH = -2fi1754 IEFL in (loc) Udefl Ud Vor(tl) {.'16 A-l >999 2& Ver$L) 4.28 Al >999 180 HrzfIL) 0.@ F nla ila LUMBER 6-6-0 , 1$0-0 I 17-6-0 I 24-G0 | 3&H t 6-6-0 66-0 4-6-0 6-6{ 6{-0 1Il-IEI'il-I-lr*ttsil G 1.5(4 Mll20 ll 5S Mll2O= 5€ Mll20=J 1.5x4 Mll20 ll I 5)6Ml|2()- H 5:6 Mll20= 64-0 I 13-G0 I 17-6-0 I 24-0-0 | 30-6-0 | 6_6_0 6{{ 4S-0 6-6-0 6{-0 LoADllc(ps) TCLL 35.0 TCDL 7.0 BCLL O.O BCDL 7.O TOP CHORD 2X4 SPF't65OF 1.5E BOT CHORD 2 X4 SPF 1650F 1,5E WEBS 2X4SPFStd/std BRACIIiIG TOPCHORD Stn ctural uood sheafiing ditecdy apdiod or/t+o c purlins. BOT CHORD Rigid ceilirq drecfly appfed s 1S0{ oc bradrE- WEBS l Roirdridpt GH REACIIOIGi 0blda) = $14t?9O= 01242 I{IIES 1) Unbdanoed md h/€ loads haG b€rl consilered for llis de;{Y- 2) Wind: ASCE 7-98; 9onPh; h=25ft TbDL=4.2p6t BCDL=42p€* Categpiy lh Exp C; erdced; lvfWFRSgaueond zorp; sltileY€r left and rEm erecd : tfitcr DOL=1-33 phle grtp DOL=1.33. 3) Pro\rire adequate dEimgp b pre\r€ntwatsr poatding. 4) T|is hss has b€€rl deigr|ed fs a 10-0 psf bosom dBd liE bad rsFnqrHt with any o$slveha&. 5) R€ferio gilds(s) ftrtuss to tuss conncdims. 6) Proridc med6*d co.nedion (byotrtsrs)of ln6s to b€alu pl# capaue d with€iattdng 265 lb uplfi dFitttAdd 265 b udifr dit]{ F. n T|is trEs is desitEd in acco.darEe with the 2000 kiendiond R€*r€{ffi Godedtns R592,1 1.1 dd R8&102 ard m&mnced dardatdANSnPl 1. LOADCASE(S) Stardard PIAIES GFUP Mil20 15il114 weiglrt 1?lb WEBS E-ll E€ F= lrax Flcrz Max Up5ft F= 1488/MGdanbd'1488/Mecftri:al -271(load c6e 3) -26q1@dcaso 5) -26qbad€ss 6) FORCES (lb) Maxitnm CofiiDcsdorvlhximm Terxim TOPCHORD A€ = -2330389 BC = -1724135 m = -13&/348 D-E = -1731/336 E-F = -2330389 BOTCHORD A-J = -8011814 l.J = -380/1€12 H-l = -'188/1303 c-H = -2981'l F-G = -22411813 \IVEBS BJ = 0n41 B-l = {161290 Gl = -11611?2. GH = -6m& Dt'l = -1051423 DEFL in (loc) Udefl Ud Ver(LL) {.11 H-l >999 2N V€d{TL) {20 AJ >9Sg 180 Hor4TL) o.Gt F n/a nla LUIAER Job Boa2274 frus M T|NTn€ IOOF TRTJSS t{y 1 )0 ,ob R6tum€ (@tiooal) T1€-g 7-0-0 i 14-G,0 1$7-E 22-6-0 2&0-0 | 33-&0 I 1-6-0 7-0-0 7-0-0 1-7-8 6-10-8 5-6-0 sil 7)d Mll20- hdMlPo= DE 3x4 MllZ):\ G 'lO(10 Mll20-5)dMl|a)= Scde = 1:62.4 Nr+_ lel" lN1 5sMll20=ML 3x4 Mll20 ll $6 Mll2o= 1-7-8 6-10-8 LOAIIING(pS) TCLL 35.0 TCDL 7.O BGLL O.O BCDL 7.0 TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X4 SPF 1650F 1.5E *Excepf 832X/t SPF Studsd WEBS 2X4SPFShd/Sts'Excod' w32X4SPF1660F1.5E w22X4SPF 1650F 1.5E BRACITG TOPCHORD Stnrdural uiood dm|hing dirocdy apditld or +914 oc pudins. BOTCHORD R giJ c€ilto€ dkecdy appted or 'lGGo oc bratirg, Except GGo oc bracing: L-M,K-L 1 Ro^ratridpt E-K WEBS I Rour at fiidot GM, D-M, E.J REACTPNS 0b/sia)H= B= [/lax florz B= lvbx Uplift H= B= 1623/t\redEnild 1783/GS8 306(lo6d case 4) -25(bdca* 6) ffqbadcas€ 5) FORCES 0b) Maxinrum Comgesion/lraximum Tefijon TOPCHORD A-B - W4 &C = -2494ffi C-D = -189U353 DE = -19{Y401 E-F = -167113/+2 F-G = -212483f, C-H = -2597lM BOTCHORD B-N = 429'p,A ii[N = 4ft1192. BOT CHORD L-M = -371il K-L = -58/0 E-K = 424t378 -LK = 41U1977 lJ = -23712o46 r+l = -237f44$ WEBS GN =Um GM = -595276 DM = -1024t364 K-lf = 47112478 D-K = -4ffi12271 E l = 412n47 F-J = -8(y5fi1 G.J = #1212 I{OTES 1) t nbdaEed rod hrc loads ita/e been d€its€d torthis d€dgn. 2) Whd: ASCE 7-gB; g(lryh; h=25fr; TCDL42p€fi BCDL=4.a€f: Calegw ll; E)A G; endced; lvlV\IFRS gade erd zone; siil€i/€r left and right spGed ; Lrnber DOL=1.33 plate grp DOL-1.33. 3) Prwide a@Eb drahaqE b presd mter po.tdirE. 4) Tlis tuss has bosn dGigned for a 10.0 p€f bottom d|ord livB l@d rnrmrnfientwih arry d|er line loads- 5) Rebrto girde{s) tor tN to tuss dYEdbns. 6) PBide rnechr*alsnedim (byolhers) of lnFsb bedilg pHe6@bboawnhdd*B 257 lb uplift at jdnt H dd 379lb udm atitnt B. 7)ThislnFs is dEigned inaddancewith lhe 2003 InbnEliond Residential Code s€dbns R502.11.1 ard R802.10.2 ard r€ferenced slandard ANSI/TPI 1. PI.AIES G[dP Mlf20 1971144 WeQht 161 lb LoADCASqS) Standad DEFL in (loc) Udefl Ver(LL) 4.2'l $K >999 VertGL) -O.38 +K >Sg Hor-z(TL) O.2. H n/a Ud 2& 180 NA LUMBER T1-6-93-0{ I 7S-0 I 12-0-0 l1$7-8 | 20-0-12 | 24-G0 | 29!0-0 | 3}6-0 | 1-6-0 3-0-0 4{-0 4-6-0 3-7€ 4-54 4-54 4€{ 5x6 Mll20- $(4 Mll2O ll Ep SxaMttmz4.66 5)d Mll20- 1.5x4 Mll20 ll 5)6 Mll20- 2-s-s ?-11-? 11-s'8 13-3-?15-7-8 i 24-c0 I 33'C0 2-5-8 1-6-0 7-10-0 1S-0 2-4-0 8-1G8 $0{ 4-6{ Sc* = 1:62.4 5tT_ollei"l't 5€Mll2O= q S:€Mll2O= TCLL TCDL BCLL BCDL IOAIXNC (psf) B= I\rax Horz B=f\,lax Upfft J= B= 35.07.O 0.07.O TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X4 SPF 1650F 1.5E *Excepr 852X4SPFShd/Sd WEBS 2X4SPFStud/Std'ExcePt' w42X4SPF 1650F 1.5E BRACING TOPCHORD Slrudurd uood shcat€ng direciy apdbd or }}4 oc otflirF. BOT CHORD Rigi, ceiling dhecdy appted or GGo oc braci,lg. REACIIOI€ (U!ize) BOTCHORD K-L = -504/12196' JK = -Mm74 WEBS Go = -1613f388 c-P = -19d'1039 tlP = -2nt1212 DO = -WfAz EO = -11U'147 E-L = -2t21!81 L-O = -43t187,[ L-N = CY13 Gl- = -67840 GK = -7801331 H-K = -1geB l+( = 313213 l,lOTE 1) L,ffild|ced rodhcl€dshm been od!*tsr€d fd t$ de{*F. 2) \Mnd: ASCE 7-98; 90nph; h=25ft; TCDL=42p6f BCDL=4.2pef; Category ll; Ep C; endced; fvfWFRS g*le erd d|e; canlilel€r lefr and dgM e)posed ; tfiSer DOL=1.33 plate gnp DOL=1.33. 3) Prodde adequab dft*lagp topet/€nt water pondhg. 4) TIis trs tE be€* ds*tnod tor a 1O.0 pd bdbm ffi li\re load rutonorrent with arry oils live loads. 5) Refor to gird€r(s) for lruss to [uss coffEciions. 6) Pro,ide nFdld&d cornedim (byo{lnrs) of tuss tc b€ditg pbls cade o{ wilHa*B 238 lb uplff at jdnt J and 363 b rdifi aticint B- 7) Ttfs b6 is detF€d in acsdance with the 2003 Inbmato.ld Rssitential Code sedbns R5O2.11.1 dd R8@.10.2 ard r€fercrc€d dan@dANSUTPI'1. LOADCASqS) Starfu PI.AIES Mil20 We{1trt 160lb lo2Slrectnild 1783G$8 204(load case 4) -238(loadcas€ 6) -363(load case 5) FORCES (rb) Mdifif,im cornpr€sidtiraxitrum T*so.l TOPCHORD A-B = W74 &C = -2519381 GD = -9n21731 D-E = -ffit46 E-F = -2269521 F-c = -ZNAI G-H = -'17971354 l+l = -N185 lJ = -2581/40{l BOTCHORD B-Q = -516/1960 P-O = -Tggr@ o-P = -5a31282 lGo = -3d16 t!#N = -75/0 L-M - 0n7 F-L = -3a21185 DEFL in (loc) Udeff Ud Ver(tf) {.20 L >9S 2& Vert(IL) {.41 K-L >975 180 Hor-zCTL) 0.19 J n/a nla LUIIBER 11-6-g 3-0{ | 7{-0 | 10-0-01 13-3-S 1 1910-12 | 2&6-0 | 31-&8 | 3G1-0 | 1-6-0 3-0-0 4€-0 2-6-0 3-3€ 6-74 6-74 4-g€ 4-9{ '1.5x4 Mll201l 5tt6 Mll20= H ffiMll2o/z D ,,' oT9 ta: tol+l-oP 5xl0Mll20= e SSMil2O- sfiMi.tm/4.@W N 5x10 Mll20= Srd MllZ)\ L 5S Mll20=$6 Mil20\ 7-10-01-6-02-*8 6-74 6-74 $7{ LOAIXNG(psf) TGLL 35.0 TCDL 7.O BCLL O.O BCDL 7.O TOPCHORD 2 X4 SPF 1650F 1.5t BOTCHORD 2 X4 SPF'I65OF 1.5E WEBS 2X4SPFStud/S1d SLIDER BRACING TOP CHORD Slrudural wood sfFafing diGc{y applied or }G11 oc purlir6. BOTCHORD RigU ceiling dir€dt appfied or 7-91 5 oc bradng. WEBS'l RorratfiidDt F-N BOTCHORD M-N = -W257 L-M = -345/1898 K-L = 35//2065 WEBS CA = -1&2612f58 GP = -zJ6111?3 }P = -Nl1Q7 DO = €1ry236 EO = ATt162 Fo = -1nn6 F+l = -1373/391 F-M = -16CV3i| CrM = {0Sr295 H-M = 34'11866 H-L = -52I3Vz f-f- = -210f2o6 NOIES 1) Lma|aEed ]mf h,e lod lffi been sK$derod brtt|is d6ign. 2) Wlnd: ASCE 7-98: 90rph; h=25fl: TcDL=4.2psf: BcDL=4.asfi Category ll; Ea c; erdGed; tvfWFRS gde end ane; €nlilar€r l€ff and right e|QG€d ; ktnb€r DOL=I.3 plab Snp DOL=1.33. 3) PwiJe adequate dniEgeto prcHtmts pofxhg. 4) Tlis tuss has be€n dsdgr'6d tu a 10.0 pd bdbm dsd liw load noncomutrentwithany o0Er lire loads- 5) Rebtogirqs) turtruss totuss mnedbns. 6) PF\rite nFcts*:lgnedion (byoeF) of lntss b b6hg p&t6 e0e of f,dMr*tg 312 lb uptfr djcint K and 35f h qCift atiint B. 7) This tuss is de*Ied in acoddam with lhs 20(x} Inbrnalional Residenlid Gode seditre R502.1'1.1 and R8O2-102 atd r€Grericed dardardANSUTPl 1. PI-ATES Mila) Wejght 170lb LCIAITCASE{S) Standard REACIIO|{S 0brrirc)K= B=frihx l-bz B= [tax Upm K=B= FCTRCES (lb) 17s3fivlechanid 1913/G5{ 230(load case 4) -3labadcase 3) n5(loadcase 5) Moximum CoflDressidy'lelaximum Tenddl TOPCHORD A-B = W4 &C = -27QlW C-D = -4129/910 D€ = $2110o4 E-F = -24411ffi F-G = -2&71585 G-H = -241U87 FFf = -2&1515 lJ = -&7152. .,tK = -2sf{Jfi2 BOTCHORD B-Q = -58312139 P-Q = .a2413152 O-P = -671125fo N€ = s85r2652 DEFL in (loc) Udefl Ud Ver(LL) {25 OP >999 2q Ver(IL) {.118 OP >901 180 HorzCfL) 0.23 K nla nla U'iIBER 20-10-12 1-6-0 3-0-0 Mllm-- p SxBMil2O= Sla MlPol-t ooFZ- 7-74 7-74 7-74 S*= 1i66.0 &<14 Mill8H/; D il-IE -,- lnEFI :llt 6'd Mll20-$6 Mll20=$d Mil20\ 20-10-12 2-ffi 4-G.81-6-0 3-9-8 1-6-0 7-74 7-74 7J{ t OADltrlc(p$)35.0 7.0 0.0 7.O LUMBER TOP CHORD 2 X 4 SPF 165OF 1.5E BOTCHORD 2X4 SPF 1650F 1.5E WEBS 2X4SPFSfudSd SLIDER BRACING TOP CHORD $rucnurd wood sheating direc{y apdi€d or 2{ 1 € oc oudins. BOTCHORD Rigid ceiling direcily rylied or 7-$12 G brackE. REACTIO}€ (lb/size) I = 17s3/MecfHkEl B = 191il0-5{ Max Horz B= Max Upfin t= B= FORCES (h) BOTCHORD B-P = -62fl2158 GP = {SV2961 NO = -7nnSI M-N = -7N 13 L-M = -961/3302 K-L = -A6ln47 ,.LK = 4mttuI2 fJ = 42412o1s' WEBS GP = -16182181 GO = -291l1G19 DO = -91611174 FN = 0/188 DM = -4031116 E-li| = -31ry1(F:| E-L = 1665/561 E-K = -125t279 F{ = -7271.?51 GK = -496113:i2 G-J = Olzsn t()tEs 1) UrDabnced rcoftve loads ha!/e b€en conddo.ed for ltts dqign" 2) \ r,bd: ASCE 7-98; 90nph; h=25ft; TCDL=4.2pef; BCDI=t-Asfi Categsy ll; Exp C; erdccd; i,IWFRS gaue erd m; silib,er lefl ad rigfrt eJQced ; Liltb€r DOL=133 f{ate €rrpDOL=I.33. 3) Prc\ride adequab dra'nage b prevent water pondns. 4) Ttis bs has been de{igned for a 10.0 psf botbm dord lir/e lcd norcorurrent with any otsbr€loa&. 5)AI dates re NfTz) pbtes mlessot|erx,be irxfcated. 6) Ttte Hlorfling Fh(s) r€$l€ pbt6 inGpedim p€rlh€ T@th Cornt it€&odwlle lOft bK is dpsen br qdly assrd|ce insp€dim: L. 4 Refer io gide(s) for lruss lo brJss connedims. TCI.I TCOL BCLL BCDL 8) Provide rpcfianical connectim (by dlers) of brB to bearing plate capaue ofwih\€tandng 3n b udn atjoint I and 3gg lb up[ft atitnt B. 9) this bras is d€{igned in accordane with the 20CB Inbmalional Resitenlid Cod€ s€di'|s R502-l 1.1 ard R802.10.2 ad rebsr€d stadardANSUTP| 1. I oAIrc^sE{s} Standad 188(load c6e 4) -3n(load case 3)-3gg(loadw 4) i,laxifixm Cofipresdo.Vl/bximum Terxiql TOPCHORD A€ =W4 FC = -27@1612 GD = 47V1ffiDE = -31$189,2 E-F = -3000829 F-G = {002/831 G+f = -233fld?3 Hl = -2@6/599 BOTCHORD &P = {26/21s8 CP = -85q2961 NO = -7n/2517 [,f-N = -7?9m13 L-M = -Slrcim K-L = A1d2g7 .lK = 4XrN2lJ = 421rM DEFL in (loc) Udeff UdVe.{tI) 4.m M >999 2&Vcr{TL) {.,+9 K-L >879 180 Hor-zCIL) O.24 | nla ry'a PLATES GRIP Mff20 197t114 Mft18H 141t18 Weight 15/ lb Job M27S TnF ASI ftwType ROOFIRTJSS Qly 999 1 b Rcfe.e|E ldtinal) ID r1-6-Q 6-1-0 , 12-2-0 I 18-3-0 | 2$10-8 I 3$G0 i 1-6-0 6-1-0 6-1-0 6-1-0 7-7-8 7-7.a Scde = 1:58.8 8x10 Mll18H I l 1 I i II 3x4Mll2o/;.a 516 Mll20:\ 5x6 Mllfr/z /' t6 Mil20\ G i"ITl' sx8 Mll20=I 56Mll2O= 84-8 i 1&$0 I 2$10-8 | 33G'0 I 84-8 9-10-8 7-7-8 7-7-8 5S Mll20= LOAttlt{G (pst) TC|I 35.0 TCDL 7.0 BC|-L 0.0 BCDL 7-O TOPCHORD 2X4 SPF 1650F 1.5E BOT CHORD 2 X4 SPF 1O5OF 1.5E WEBS 2X4sPFStud/Sd-ExcePt' W8 2 X ,{ SPF 1650F 1 '5E BRACII{Ci TOPCHORO Structud u,ood sh€athirg diGc{y apdktd or '1-1'7 oc prtlins, scept end vertirals. BOT CHORD Rigil crilhg dirccfly applsd or $&9 oc bradm. WEBS't Rowat rfdpt D-r' FJ REACIPilS (lbltia) B = 1r/WGS H = 1619/G$8 Max Florz B= ltax Upfft B= H= FORCES (rb) WEBS E.J = -25q917 FJ = .056/281 F-l = -2471110 Gl = -163/1216 t{olEi 1) tfibErced tmf h€ hada lla\l€ been s|silercd tur this d€stln. 2) Wmd: ASCE 7-98; 9(lmh; h=25fr; TCDL=4.2p€f: BCDL=I1.@; qegpry ll; bA C; erdosed; MWFRSgaHe €ridm; q{ilq,er leff ild right oaosed ; Lfi$er DOL=1-3 pbb gttp DOL=I-33. 3) Ttis tls has been deigtEd for a 10O p€f botbm dud live had norwnfl€nt with atry d€.liw loads. 4) Atl plates are MT20 dates ulkss othersise irdi€H. 5) Proite medra*zl cdnedion (by oaltoc) of tnrss to Oering plate capde dwitEtaJKlng 401 lb uplfr atiint B ard 285 lb udiftatitnt H. 6) This tuss is d€dgned in acco.dance with the 20G| lnbrElidd Rei&nlid Code seclisls R5@.1 1.1 ad R802.10-2 atd rctuGnced stildadANsnPl l. LOADCASqS) Stardad PI-ATES GRIP Mfl20 1971144 Mtfl8H 1411',t3a Weight 156lb 396(load case 4) 401(loadcase 5) -285(load Gss 6) Maxirum Cqnpae€€ionfi\ilaximm Temim TOPCHORD A-B = W4 B-C = -24.9o/4/.2 GD = -?2471488 DE = -1t|8l/398 E-F = -1534ry2 F-G = -1eP2132a G-H = ]1557/311 BOTCHORD &K = €37/1941 J-K = 34W1530 H-l = -83/206 WEBS GK = -&f24€ DK - -1171ffi D-J = -721Y7 DEFL in (oc) Udefl Ud Ver(LL) -0.18 +K >9Sg 2& veI{IL) 4.41 J-K >969 180 lMrU 0.07 H n/a da LUiIBER 6 Ttw AS2 TrussTn€ ROOFTRUSS oty 3 1 l0 lob R€fsH@ (olimal) f1-6-q 5-11-2 r 11-10-3 | 17-e-5 1t&12 26-1€ | 3&GO I 1-6-0 5-'11-2 5-11-2 5-11-2 0-11-7 74'10 74-10 scda= 1:5.e.8 5)6 Mlr20= &d Mll20\\ \5:6 Mll20:\ 'K ,"? \T-l* sfrMll?o=J 3xg Mll20= 9-1-8 9-1€ LOAIING(psf)35.0 7.0 0.0 7.O TCLL TCDL BCLL BCDL PI-ATES Mil20 W€aght 168Ib LUIIBER TOP CHORD 2 X 4 SPF 1650F 1.5E BOTCHORD 2 X4 SPF 1650F 1.5E WEBS 2X4SPFS'tud/SU'E)aePt' wts2x4sPF 1650F 1.5E BRACING TOPCHORD sln dud unod shcding direc0y apdcd d 'l-x-g oc purfins, exoePt dd ve.tiEls. BOTCHORD Rigi, ceiling dir€cfly appfed or 996 oc bracirE. WEBS 1 Rofl at nidpt DK F-K, G-K REACnOilS (brsize) B= t= Max l-lorz B= Max Uplift B= t= WEBS DL = -108/2152 DK = -7071331 E-f( - -279637 F-K = -1701154 G., = -ffi1113 H., = -1@11?33 l{c'IE.i l) U$alancsd tef h,e loads haw been @.rs*lered for lhb de{ign- 2) UInd: ASCE 7-98; 90nph; h=25fl; iCOt-:+.4e4 aclt=l2pcf" Gdegpry tl: Exp C: endosed; lvlwFRs gade €td zorF; canflarer l€ft and right e4Ged ; Lumbs DOL=I.33 plate gtp DOL=1.3- 3) Pro\rite adeq'Jab &*lage to p.ewtwater pordhg. 4) Thb tuss hd beende{igned tu a 10.0 psf bem dnrd lh,e load noncornrentwitharry ottFr live loads. 5) The fo0owing Fint(s) mqd€ p&ab inspe<ii:n p€r tfE Tmth @mt t\ffi wtten lhis ttrss is *roeen tr quaity mrrance inspedim: E ard H. 6) Proide nreclrarica connedim Oy otters) of lruss to beari€ ph capafre dwithstandng 399 brplftditt{ Bmd 2eb udlftdtse* l. D Tfis htss b d6{igrcd h acdfr|ca with lh€ zlo3 lnbmaliord R€8id8n6d Code ssdims R5@.11.1 ard R8@.102and r€frrenced s{andddANSnPl 1. r oApcAsE(s)Stsndard 1Z|SGS 1619/G5A 387(load cas8 4) -3S9(load6€ 5)-28z(loadcas€ 6) FORCES 0b) Maximum Cdnp.esiion lvlaximwn Tdrsion TOP CHORD A-B = W4 RC = -249U446 C-D = -21&11451 D-E = -14€9l3i86 E-F = -1143/r372 F-G = -1538/389 GH = lAMl&3 t+l = -1560/:n7 BOTCHORD B-L = -535/1916 K-L = 34at1558 .r-K = 1891375 lJ = {Y191 wEss GL = -376f28 IEFL in (loc) Uden Ud Ver(LL) {.13 B-L >999 24 Ver(IL) {.29 &L >gsg 180 Hot-zfiL) O.08 | IVa ila 6-6-0 I 1&C0 I 17-G0 i 2SG0 33-S0 ?$Gg 6-6-0 6{-0 4-6-0 8-0{8{-0 1-m Scdo = 1:59.6 JY1 3x4 Mil20 |3rO Mll20-sx6 Mll20=3r€ Mll20=$d Mll20= LOAIXNG(psf) TCLL 35.0 TCDL 7.O BCtl 0.0 BCDL 7.0 TOPCHORD 2X4 SPF 1650F 1.5t BOT CHORD 2 X4 SPF 1650F 1,5E WEBS 2x4sPFstd/Sd*Except' w82X4SPF 1650F 1.5E BRACING TOPCHORD Sbudrd wood slEatsng direcq appkdor3-33 oc prtrliG, d@t end vetlicds. BOTCHORD Rigid criling dirccdy applied or 1(X!0 oc bra(ittg. WEBS l Rilatnidpt B-J, C-1, E-l REACTION9 (brda) L= F= lrax lloz Max Upfft F= WEBS B.J = -492 CJ = -119266 Gl = -196/413 Dl = -93846 E-l = -723rxi3 E+f = 01297 AK = -14511274 I'IOTES 1) Unbahncod rmf [w loads haw been corsitered fc llis ded$. 2) Wnd: ASCE 7-98; gqrph; h=25fl: TcDL4.&6f BCOL42pcf, Cdego.y lh E)p C; sdo6ed: tefWFRS gade end zone; canlileryer lefr and rigM elpced ; Luntber DOL=1.3i1 plate grp DOL=1.3:i. 3) Pro/tte adequale draiEg€ to prev€nt water pon*rg. 4) Ilis tuss h6 be€il d€!$nod fa a 10.0 ps{ bdbn d|dd li\r€ load noncmqffirtwith any ottEr live loads. 5) Prwide rpct nicd cornedim (byo$ers)of t6 to beadng plate €pde of witHanding 271 lb udift atldnl L atd 3gl b upliff atFLn F. 6) This fuss is d$igned in accordancs wi0| llF 2m3 kendbnza Rqidedid Codesedixs R5m.11.1 ild R8{}2.102 ad reresrced $a.dardAl,lSUTPl 1. T"ITADCASE(S) Stari(H PLATES GRIP Mf t20 1971144 Weight 165lb 1619/G58 1r/g$t8 -347(loadcasc 3) -271(lmdcase 5) €gl(loadcase 6) F1ORGES (rb) lraximm Co.nFcs]ian/lulaximtm Tercim TOP CHORD A-B -- -1769/304 eC = 1616/348 GD = -1A7rW. DE - -1742n64 E-F = -2ffi1106' F-G -- W4 A-L = 4ffir292 BOTCHORD K-L = -NU371 J-K = -260/135/ fJ = -1Ut1211 fH = -16711881 F+l = -166V1882 vrEas B-K = -3281108 DEFL in (loc) Udef Ud V€f(LL) -0.13 F-H >999 2& Ve(rL) 4.27 F-H >999 180 lJr4IL) 0.08 F Na nla LUMBER 5-6-0 +.6-0 4-3-0 4-3-0 7-0-0 74{ 1-M Jil1 3x4 Mll2O ll $6Mll20=5S Mll20- J $€ Mll20=1.5)d Mil20ll 5-6-0 | 11-0-0 I 19-c0 | 26-G0 I 33-G0 l 5-6-0 5-6-0 8€-0 7-0-0 7-(F0 \ L(MDTNG(psf) TCLL 35.0 TCDL 7.O BC|L 0.0 BCDL 7.O TOPCHORD 2X4 SPF 1650F 1.5E BOTCHORO 2 X 4 SPF 165OF 1.5E WEBS 2X4SPFS:tud/S6"Except' \a2x4sPF1650F1.5E BRACII{G TOP CHORD Slnrdrral wood slpalting ditecty apdild q $914 oc purliG, ex@pt €.d vertilds, BOTCHORD RigU cdlil€ direcdy appfed or 10!0{ oc bradtB. WEBS l Rilatnidot t}K, D-J, F*J REACnOilS 0b/sia) M = 1619fG$8 G = lztg&s.8 Max llorz M= tuax Uplifr M= G= WEBS B-t( = -1411189 GK = -7'V4A DK = -&4n44 D.J = -44tffi EJ = -58/160 F-, = -594/286 F-l = 0/f23,2 A-L = -13CY1289 t{oTEti 1) Ur$dacsd rod h€ loads ha€ ben cdxidered fortis d€*F 2) littud: ASGE 7-$; *mplu 1F25fl; TCDL=4.aS; BCDL=4.2pet Cdegry ll; EA C; sdc€d; tvfWFRS gEHe end m; entilever left and dght erpG€d ; frf,r$tr DOL-1,33 plata gtp DOL=1.33. 3) Pro/ide adeqrrab drahagE to prev€nt llaler po.tdhg- 4) This buss h6 be€n derillrted bra 10.0 pS bdbmdbrd lh€ load noncorrut€ntBith aIry ofter liv€ loads. 5) Prcul(le mectHicd omedim (byotus)cf fiuss to beadng dde capaHe cf wiedttdng 256 lb uplfr atjcint M and 378 lb uplift atidnr G. 6) TlSr t6 is deslgtted in ffidance with ttE 2ilX! Inbrdiond Resitetid Codesedim R5@. 1 1.1 ad R&8.102 ad r.*t8tEed stardardANSUTP| 1- I OADCASE(S) Stardard PI.AI6 Mil20 Woight 165lb -306(lo6d case 3) -2s5(loadcase 5) 378{loadcase 6) FORCES (lb) tuadmum Cdrpr€G€ion/l/bximum Tension TOPCHORD A-B = lWNa &C = -16781Q4 CO = -1291133() O€ = -14iXXl66 Ef = -1888f349 F-G = -248713€1 G.H = W74 A-M = -1W274 BOTCHORD L-M = -87&1 K-L = 31i/1308 .,lK = -24V1433 lJ = -15411915 Gl - -1531917 WEBS B-L = &81 DEFL in (loc) Udef Ud Ver(tf) -O.14 ..|-K >999 2& Vs(lL) 4.32 +K >Sg 180 Hor-4fu 0.08 G n/a nla LUIIIBER ,ob ]0,J227$ I|N AS5 TRFS TYPe ROOFTRTJSS 'l t0 ldrRde|€tEl@lbnal) 4-64 I e-0-0 i 1$3-0 | 21-m | 27-&0 + 33-m ?$0-9 4-6-0 4-6-0 6-3-0 6-3-0 6-0-0 6fi 1-S0 $6Mll20= 4,6 Mll20= JY1 J 56 Mll2O= SdMll2O= LOADING(p$) TCLL 35.0 TCDL 7.O BC|L 0.0 BCDL 7.O TOPCHORD 2X4 SPF 165OF 1.5E BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2X4SPFStudlSU'ExccPr \ a2x4sPF 1660F 1.5E BRACIt\|G TOP CHORD Stlrcfud urood stEding directy appkdq+t-2 c purlirrs, exced etd vetlbals. BOTCHORD Rigi! ceilirg dir€cily appled or 1G(X) oc bracing. WEBS 1 Rflat nidot },1, }J,RM REACIIONS (lb/rize) M = 1619/Gt8 G = IZ/$G$8 I\tax Floz M= Max Upfift M= G= WEBS GL = -{&418 DL - -712J276 DK = 0203 D.J = 446n41 EJ = -481536 FJ = -4$V23 F-l = UM B{, = -1@l/268 t{oTEs 1) U$danced rccf tveh6d3 ha€ been corEider€d for ltir de.*ln. 2) tIWd: AS 7Si 90tph; h=25ft; TCDL4.2pd; Bml=a.ry; Cdegpry ll; FJe C; sdc€d; IVfWFRS gde €nd m; canlil€vor ld dd dgttt eryc€d ; Lunber DOL=l.$ dafe Snp DOL=1-33. 3) Pro/k€ adequate draiEge to prevent water ponditg. 4) This buss has been eign€d fura 10.0 psf botbm d|dd li\re load mrnrrent with aIry other lire lods, 5) Pwide rEctwfcd cdrtedim (byo0|ers) cf tl,6g to bearing plate c4at e dwi0Etatdirp 286 lb udift at jdnt M and 362lb udift atidnt G. 6) Tfris hs is desErted in aooddancs wirl 8|e AnB k*ermtiond Rc*radid Oode sedixls R50ai1.1 dd R8&2-1O2 ad r€dsietd stardddANsnPl 1. LqADCASE(S) Staridard PI.AIES M[20 Weight 161 lb -An(bad case 3) -236(load ca6e 5) -@(loadcass 6) FORCES 0b) tvtaxtmum Compr€sxiorvt\raximum T6,r*m TOP CHORD A-B = -245tr9 FC = -1700f{l GD = -1343310 DE = -15661370 E-F = -m19fg2 F-G -- -25't1l&. GH = U74 A{.f = -26711Q1 BOTCHORD L-M = -34611214 K-L = -365/1714 .l-K = -36t1714 f-J = -2!tl19;4 Gl = -Aq1gG WEBS &L = -144349 I,EFL in (loc) Ydefr Ud VedLL) 4.12 K >999 24O VenCIL) {24 L-ftl >999 180 Hor4fu 0.10 G r/a nla LUIIBER 1.6-0 Sc*- 1:59.6 A(4 M|n0= D 5)6 Mll20= E 1 .5t<1 Mll2o/zx JY'l FHo $d Mil20 ll J 5)€ Mll20-5,6Mll20= 7-0-0 1+.3-0 , 23-6'0 , 33.G0 7-0-0 8-3-0 8-3-0 1&S0 TCLL TCDL BCLL BCDL LoAIING(p$) G= [,lax l-lcz L= t\,lax Udft G= 35.0 7.O 0.0 7.0 TOP CHORD 2 X4 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2 X4 SPF S'hrd/Sd -E)(c€pt' W62X4SPF165OF1.5E BRACII{G TOPCHORD $ructud wood shoatirg di.ec0y apdi.)d d /|-+6 oc Mins, except end verlii*. BOTCHORD Rigid ceiling diredy applod or 1(XX) oc bracfuu. WEBS 1 Rort, at nidpt GK $l REACnOTIS 0b/$a) WEBS c.i = -35263 D.J = {38/111 Dl = {75/318 El = -1@/688 F-l = -28612f€ = -33nl1 2 M)IES 1) Unbalaned rocf f\re loads ha\,€ b6n oq|.ddercd fcr thb design. 2) Wtd: ASCE 7-98; 9*rph; h=25ft; TCDL4.2pet BCOL4-&st CdcaDry ll; Exp C; €.dc6d; IfWFRS gafle dd zdF; cari&v€r hfl ad tlhl erposed ; Lumber DOL=I.33 fibte gtp DOL=1.3. 3) ftoride adequaie draihagpb pBsrtwat6r pondhg- 4) Ttis trFs has be€ri dGigned for a 10.0 p€f botbmdFrd live lcd rwEnlfr€ntwith any d|er live loads. 5) Tfrefdlowingirin(s) r€quii€ date inspedion per tfn Tolh Contrl ll€fiod wtl€n lhis tuss is dG$ for qudity assra|ce inspedion: A 6) Provide mecftmkd mnedton (byoft€rs) of truss to bearing date capaue dwiE|$ildng 3A h rpfn atFir{ L and 3/fi} b t4A atil*|t G. n lhb elss b d€{*lrEd in amdan@ sith the 2frx} Mixrd Rssitorfd Code sdkns R502.11.1 and R802.102 ard reftrenced standadANS|/TP| 1. LoADCAT!€(S) Stailbd PI.ATES Mil20 Weight 1,|8 |b 16tgG5{ tzl9/G5{ -229(load cas€ 6) -308(load case ,l) Slqhadcase 6) FORCES (rb) [tadrxJn Conpressimrlt axlrom Tersion TOPCHORD A-B = -1794t3t2 B€ = {361/3@ eO = -20(E/510 D.E = -17O1lM E-F = -21901194 F-G = 24sTl51O GH = Otl4 A-L = -1568V329 BOTCHORD K-L = -fi6r62 .LK = -50811920 lJ = 4a91?!042G{ = -3(W1952 T'I'EBSSK = -1181,194 GK = -976/375 DEFL in (loc) Udef, Ud Ver(LL) {.18 Gl >999 2& VerfiL) -0.3S Gl >9S0 180 Hrz(ft) 0.09 G rva nla 5-0-0 I 10-G.10 I 1$3-0 I 2G',S6 I 2$6-0 | 29-&0 I 3&S0 ?$GQ 5.0-05-0.10$2.65-2.65-0-104{-04{-016.0 $(6 Mll20= 1.5x4 Mll20 |5)€ Mll20=1"5|d U[2011 5)d Mlr20= 4rd Mll2O= i I Jq 1 J1 J 3D<4Mllrcll 5-0-0 I 10-0-10 I 1$3-0 I 2G$6 I 2SC0 I 2$G0 | 33*m l 5-0-0 $0-10 *2-6 5-2-6 S0-10 4-(}O 4-G'0 LOAIXNG(p$) 35.07.O 0.07.0 LUMBER TOPCHORD 2X4 SPF 1650F 1.5E BOTCHORD 2 X6 DF 18OOF 1.6E WEBS 2X4SPFS'ttd/S6'ExcePt' w22X4SPF 1650F 1.5E W2 2 X,l SPF 1650F 1'5E v\t22x4SPF 1650F 1-5E vv22X4SPF1650F1.5E w42X4SPF1660F1.5E BRACII{G TOPCHORD Strudurd urood slEafing directy apdied or S7-9 oc purlins, exced end vetticals. BOTCHORD RigH cdlhg di]Bcily 4pled q 10'$0 c bradrE. REASIIO|{S (|b/siB) P = 44tl1Gs8 H = 4151/G$8 lliax Flcz P= Max Upm P= H= -2o(loadcse 6) -17470oad ca6o r+) {525(bad 6e 3) FORCES 0b)tuaninum Crcmpressiory'lvbximum Temim TOPCHORD AA = 446Atn BC = {110/2531 CO = {108/25il) DE = 498012913 E-F = ffit?€14 F-G = {6412648 H-l = 0r/8 A-P = 4l(bt1613 BOT CHORD P-Q = :lW1V2 GR = -1621192 O-R = -1@l'192 OS = -1527r36,a TCLL TCDL BCI.T BCDL 2) Allloads are corFidercd e$E$y+@ to ag plies, e)aed if mted s tronl (F) s back (B) fG in the LOAD GASE(S) seciixr. Ply io pty cmnedirshaE b€on p.ovid€d b dsfihjte o.*y loads rcted as (F) a (B), unlos ottotwise indicated- 3) Unbalaned mf liw bads haE b€n mnsitercd for ftb design. 4) w'rd:ASGE 7-S;90nph; lF25R; TCDLd.4sfi BCDL4.&d; CdegorY ll; E:P C; endGed; tvMFRS gaHe end atF; cd|flers l€ff and 4$teracsd;Lumb€r DOL=1.33 pbte gnp DOL='|,33. 5) Prside a@uate eahageb geventwater pording. 6t ttris tnrss tras ueen de*tned for a 10O p€f U6tornOuU tirle toaO nqmrn:rrentwith arry ds live loads. 7) ftwi<re nnctraical coilEdin (by oulers) of lruss b b6a,hg p&de capaue dwilEiandns 1747 lb r+m dl*t P and 1525 b Wm ditnt H. 8)Thisltuss is dedgned in acsdatewihlhe 2003 Inbmaliortal R6irenlid Cod€ sectbns R5@.11.1 and R802.10.2 zd rebenced dndajdAlllstTPl 1. 9) Use Sirpsm SfruEFTE LLrS24 (+1od Gir@r' 2-10d TnB, SiitgF Ply C*ds) ceqdvdent sDaced d 2-G0 G trw. datng d 1-54 ftio.n tE l& end b 23.H to conned russ{6) J1 (1 ply 2 X 4 SPF) to frilt fm of botbn cf'otd' 10) U$ USP rUG26 (with 16d n:ib inb Giird€r & 10d rEib ido Ttuss) or equivahntat2$sl0 frun t|e lGfi erd b conneci btrs{es) J1 (1 $y 2 X4 SPR" Krl (1 ply 2X4 SPR tofimtfa€s d botbmchdd. 11) Filldl reil holss where t|ang@ris in cmtact wihLlr$s. LC'AD CASE(SI Standard 1 ) Regular htrIt€r Incre6e=1 .1 5, Plde lrs6aso=1.'l5 PLATEi Mil20 wqrft378lb S:trdnd t nibmLoads(dD Vort A"B-81, &F={.t, F-l={4, rFF-14 Conconbated Lo* (lb) Vat 1vF3a2(F) K:1107(D 4t342(F) R{aaD s:32(F) r = -3a4fl U='3a'z(F \v-34aF) w=-?4aD x:3aaD Y:3aaF) z-'444nAAF-3/,Aq BOTCHORD S-T = -152713aA T-U = -1527f&48 N-U - -15271?O18 l.f-V = -87Wt247 V-W = -87On247 M-W = -m7q7247 M-X = -n7U7247 X-Y = -N7W7247 L-Y = -n7w72ql L-Z = -2063/5349 Z-PA = -20635349 K-AA = -206il5349 +K = -2006/5310 HJ = -2m6r5310 WEBS B€ = $46t24 B-N = -1554/:l6G) C-N = &1241 D-N = -16441798 DM = -38&94+ DL = 45€r2li E-L = &lre F-L = -16212456 F-K = {50,1476 G^, = -167113'l AO = -15d93758 M'TES 1) 2-plytuss b be cotlnecfed bgct|€r witt 0.131'x3 Naib as fflotvs: Top dords connec{ed 6 Hlots: 2 x 4 - 1 row at G9{ oc. Botbm ctsds canne*d as follor|s: 2 X 6 - 2 rowsatsruoc. Webs corn6ded asidlow€: 2 X 4 - 1 w at GgOm. DEFL in (bc) udeff Ud Vs(tL) {22 L-M >909 2& VerttIL) {.34 L-M >999 180 Hor-4rL) 0.08 H rva nla Job B08p'27$ frus 31 rrus ryPe tooFTRtss "try t3 1 )o bbRderm(otbnd)s ,-1-6-0, 6-1'l-12 , 13-11-8 , 2U114 , 27-114 29$q 1-6-0 6-11-12 6-11-12 6-11-12 6-11-12 1{{ Scde = 1.49.7 4$Mll20= FitoA (/ F1+o 5)d Mll20=5)d Mll20- 9-3-1 1 9-3-1 1 9-3-1 1 Ofr€{s doel. IC:G4{.G}01. lEfl{.0+01. IF:GG13 LOADII{G(psf) TGLL 35.0 TCDL 7.0 BCtr 0.0 BCDL 7.0 sPACil{G 244 Plabslncrw 1.15 Lumbslre 1-15 RepStesslncr YES Code lRC2003TPl2002 cslTC 0.63 BC 0.49 wB 0.50 (Matix) DEFL in (loc) Udefl Ver(tl-) {.15 F-H >999 Ver(IL) {.35 F-H >956 Hq-zfit) 0.07 F nla Ud 24 180 NA P|.AIES GRP Mlf20 1971144 Weight 109|b I.JUi'BER TOPCHORO 2 X4 SPF 1650F 1.5E BOTCHORD 2 X4 SPF 1650F 1.5E WEBS 2X4SPFStd'S6 BRACII{G TOP CHORD Slnidud wood shed{ng direcfy apdiGd or 4-}10 cpulire. BOTGHORD Rigi, csiling dilecily appl€d or 1GO{ oc bradng. REACTIOiIS (Uda) B = 14(9G38 F = 14XX\3.8 Max Horz B= Max Udift B- F= FORCES (b) ilaximm CoflpfE{sfilaxinm Temim TOPCHORD A-B = U73 B-C = {99S/347 cD = -17351417 DE = -1736t117 E-F = {$9348F-G = trr3 BOTCHORD &l = -330/1528 H-l = -9CY1019 F-H = -174t1524 wEasGl = .519/309 Df = -21/674 DH = -211678 E+l = -519/3@ I{C'IEi 1) Lrnbabmd roof f\re loads haw been oddssdfct*sds*,[ 2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf: BCDL=4.2pst Categtry ll; E)p C; endosed; IIIWFRS gable end zor€; canlilever lefl drd ri(]l]rt oposed ; Lt mbs DOL=1.3:| plate grp DOL=1.33. 3) Ttis tus has bcen de$igned fur a 10.0 psf botbm €ftrd lic load mffiffit wilh any dFrhreloads- a) Proride nEd|z*}il csrteclidr (by €*hors) of tuss to b€aring plateepdecf withdadirB 342 lb udifr at jdnt B and 342lb rdift atitril F. 5) This buss is design€d in accadancg with the 2m3 kenldiq|al Ro*dedid Code sedi:ns R5g2-11.1 ard R8&.10.2 ard r€ftrenced siarxlardANSUTPI 1. loAocAsqs) Standard 298(load@ 4) -344loadcase 5) €4abad@ 6) -1-6-0, 13-11S | 27-11-0 39$q l! 1-6-0 13-11-8 13-11{ 1€-0 Scdc = 1:49.7 4xd MIl20: aoo fiz '/Hz. /'l{3r1.Mllfr/z G ta/ P ['\"I N"\ FBs. (."&4M,llZJ/z l*l AE AD AC $dMlH)- 27-11-o rJoADrl{G(pS) TCLL 35.0 TCDL 7.O BCI 0.0 BCDL 7-O LUIIBER TOPCHORD 2X4 SPF 1650F 1.5E BOTGHORD 2X4 SPF 1650F 1.5E OTHERS 2X4SPFStid/Std BRACI}IG TOP CHORD Slructurd $.ood sheating diH$y apdted or G{).o oc prtlins. BOTCHORD Rigk cdling dit€cily ryIed or 1GG0 oc braci]E. WEBS l Rqratridpt J'AA REACnOT*i (h/size) B= R= ABAc=AE AF AG PTAIES Mil20 Wdght 1,16lb WEBS .J.AA FAB H-AC E.AF D-AG C-AH K-Z L.Y itsw G'V P-U G.T = -188[0 = -174t$ = 1691@= -16U103 = _1661102 = -179111 = -139/'/9 = -174tU = -169/111 = _16&1102 = -1ffi11$2 = -17fl111 = -'lBn8 3) Truss daigrnd brwid loads in EE plile of tn tr,ss onv. Fa stds escsd b wid (lg|rd b f; h), s itiek'slanH G# End Detafl' 4) Tl*s tuss tras be€n d€{ignod for a 1 0O p€f botbmd|dd live l@d lurcomtt€ntwith arry otE live l@ds. 5) A! ph6s ate 1.5xrt Mtl20 tnbss othetwise hdced 6) Gde '€qui€s dilirucus bobm|fu bedirE. 7) Gade duds spacod at 2+0 oc' Sl Profth rre<tsicat cdrEclin (by otr'€rs) of tljgs b bcdhg dde capau€ of utihdandr€ 109 b uolft did* B. 5t b t+m dFi{ R 74 b tdin d idnl AB, I lb tplft d itttl AC, 87 lb uplft d icint ne, AS b udin aticht AF, lCKl lb uplft at idnt AG. 37 b uplift atitnil AH, 68 lb tdin at itnt Z, 94 h WIft al itnl Y, 86 lb uplfl d iinl W €B b udil at itt* V, i(Xl b udifr at Fht U ad 35 lb rdin ali*{ T. 9) This tu6s is dedgned in accordalce with tt|e zm lnter|aliorEl Residmlid Code s€dbns R502.11.1 sd R8@.10.2 and t*r6ncad std|dddAlrlsulPl 1. LOADCASE{S) Stattddd AHz w U T lvbx Hoz B [/bx Uplift B R AB AC AE AF AG AHz -109(bad case 3)-s7(load c6o 6) -74(lo€dre 5)-gz(lcad@ 5) €7(badcase 5) €3{loadcas 5)-loql€dcase 5) 37(l@dcase 4) {8(load@ 6)-g4{load@ 6) FORCES 0b) Maimm Compl€ss;iJrvt\itaximm Tffiion TOPCHORD A.R =W1 B-C = -2621185 GD = 21W173 t>E = -173168 E-F = -12811il F-G = -'124t162 G+f = -U176 H-f = -79f217 f.J = -78t243 -LK = -7{231 K-L = -791175 L-M = -79104 tv+N = -32165 NO = -7960 O+ = 40i63 P-Q = -11367 GR = -161r/9 ibTES 1) Unbahlced tma li€ loads hav€ be€n @ndr€(€d td e*s d€*ln. 2) Wnd ASCET-$;g(lnph 1F25ft TCDL4.A* BCDL4.2p€f: Categsy ll; E)A C;grdced; [,lwFRs gsH€ dd m; cdillss ld ard ri'lt eryced ; Lurb€r DOL=1-33 plab Cip DOL=1.33, DEFL in (l@) l/defl Ver(LL) {.q2 S n/r Vgt[IL) {.03 S n/r Hor4rD 0.01 R lva Ud1nIm nla {6(load case 6) €3(load case 6) -1oqbad casc 6) Sstlosd@ 3) 294{Mce 1) 2g{load c6e 1) ZF(loadcase 6) 202(load c6e 7) 197(loadc6e 1) 19(loadc6c 7) 192{loadcase 1) 214@@71 134{loadc6e A T4loadcsc 8) 1g7(loadc6e 1) 197(bdce 8) 19(load6e 1) 2lAbadce 8) 134(bad case 8) Max Uplifr u= T- Max Grav B= R= AA AB AC AE AF AG AHz= u= T= TOP CHORD R-S = W1 BOTCHORD RAlf = 41f226 AGAIf = 44n2'6 AF-AG = 44nzo AE-AF = 44122s AD.AEAC.AD AB-AC = 411226 M.AB = l4lUi Z-AA = 14f226 Y-Z = 44nZd X-Y = 442216= 44n26 V-W = .14D2i6 tLV = 441226 T-U = 4ry226 R-T = 441'2?s' n4w-114 Mt27-1't4$2n7-114 194127-11-0 $7r27-11-Op7n7-114 192n7-114 212n7-fl4 lgrz-114 194.n7-114 197r27-114 $7/27-114 1.92n7-114a2n7-114 1gn7-114 290(load case 4) 7-14 7-1€ 9d2 M[18H ]1 / \rY Y 7-1€'7-1-8 LOADII{G (p6D TCLL 35_0 TCDL 7.0 BCLL O,O BCDL 7.O U'I'BER TOP CHORD 2 X4 SPF 1650F 1.5E BOTCHORD 2X4 SPF 1650F 1.5E WEBS 2X4SPFStud/Sd BRACII{G TOP CHORD SlrucMal wood sheddng diccdy apdkld ore+o oc Arlins. BOTCHORD Rigi, ceilhg dirccdy applied or 1GG0 m bracing. REACTTOTtri (Usize) B= D= MaxHm B= Ma Uplift B= D= FORCES 0b) 82SG$8 829/S$8 -155(load case 3) -21g(loadcase 5)-2tS(bdcass 6) DEFL in (loc) Udefl Ud Vg(LL) 4.08 &F >999 24O Vert(ll) 4.14 &F >9Sg 180 Hq-4fD 0.01 D nla nla PI.AIES GTUP Mtf20 1sil14 Mff l8H 111/138 Weiglt 45lb It axinam Carpr€€rionftbxkxm TeGtm TOPCfiORO A-B = Ot73 B4 = €55/156 GD = -853156 DE = U73 EOTCHORD &F = 471580 DF = 4ilffi WEBS N()TES 1) thb€bn@d rcd hre loads have been cmsirercd for Uis ds*yL 2) Wind: ASCE 7-98; q)rtph; h=25fl; TCDL-4.N: BCDL=4.2p6f Cd€gsy ll; Ery C;er|d@d; MVVFRS g6He €rd zone; silqHl€frandright seced ; Lw$s DOL=1.33 pk grF DOL=1.33. 3) Thls tN has besr 'le6gFed hr a 10.0 p€f b&rn d|ad frre load nqsErrsrd wilh ary other live loads. 4) All plates are MT20 dates unless otheMise irdicated. 5) Prdi{re nEdarical connection (by others) of trF to beding date capd€ of withc{arding 219 lb ur*ft aticint B and 219 lb udifr atjcfnt D. 6) This bnss is d€dgned in ac@rdanc8 wit| ttE zn3 kilermtbnd R6irenH tue sedbns R5@.1 1.1 dd R804.1O.2 and rffi siandardAl$UTPt 1. LCTADCASE(S) Slandad -1-6-0 I 7-1€ i 1+30 | 1$$0 l 1-6-0 7-1-8 7-1-8 1+'0 Scde = 12&0 4$ Ml20= 14-3-0 LOAD|I{G(psf) TCL 35.0 TCDL 7.0 BCLL O,O BCDL 7.O LUTBER TOP CHORD 2X4 SPF 1650F 1.5E BOT CHORD 2 X4 SPF 1A5OF 1.5E OTHERS 2X4SPFSttd/S6 BRACII{G TOPCHORD Shdurd wood sh€a0fng dii€cdy apdird or 640 oc oudins. BOTCHORD Rigid ceiling dir€dly 4pfod or 1&G0 oc bradng. REACITOilS 0bt{ize) TOPCHORD Ef = -771121 F-G = -86,60 C-H = -113/zl8 lll = 0171 EOTCHORD BN = -18113P. M+.f = -18t1Q. L-M = -181'132 K-L = -18/132 ..f-K = -181132 HJ = -181'132 WEBS E-L = -14Or0 DM = -1m/96 cN = -21d'124 F-K = -160194 G-J = -216t125 I{OIES l) Unbdanced todhre bads ltave ben cx*faedturlhb dcign. Q r{hd: ASGE 7-98; SIph; h=25ft; TCDL4.&ef; BCDL=4.&et Cdegpry ll; E O C; enclosed; lvfWFRS gEU€ erd zorF; dilile\r€r ld ild ri*|te,Ac€d; lf,mber DOL=1.33 dab SIiP DOL=I.33. 3) Truss dexign€d fq wid loads in th€ platF of |h€ tr.Bs d{y, Fs sbds eposed b wnd (noflrd to tEface), see l\fiTek'Standad Gable End Detat' 4) This uuss has be€n detigned for a 10.0 paf boffdn|fu fne load lFrmrEt'renl withany other live loads. 5) Gd|e reqti€s cfirebo.bmdffd b6aritt9. 6) Gdle sftrds sp@d atzfi oc. 7) Pro\ride medHicd sncdion (by drffi) cf buss to b€rtu dat8 capde dwltrstmdiltg 99 lb uplft atitnt B, 124 lb upm atiint H, 89 lb uplift atFint M, 85 b udilt dioit{ N, 86 lb udift at itnt K ard 85lb Lpm dFint J. 8) This fuss is (higned in accordanoe with the 2003 lr*ematimd RG;idenlid Code sedions R5@.11.1 and R802.10.2 and rctu€nced dandtrdANSUTPl 1. LOADCASE(S) Stmdad PI-ATES GRIP Mft20 1971141 Wdg]tt 5-l lb B= H= L= M= N= K= MilFbrz B= Max U*fr B= H= M= N= K= J= lrax Grav B= H= L= M= N= K= 3zJi',l+34 3N1+n16811+34 17U1+H 24a111-fr 178t1+34 28t1+H -155(load case 3) -90(ldcas 5)-124{had case 6) {g(lod@ 5) €qbad6e 5) {6{load case 6) {q|oadcase 6) 320(loadcaso 1) 32o(loadcase 1) 168(loadcd 1) 187(badc6e 7) 248(load €se l) 187(load@ 8) 248{load@ 1) FORCES (rb) Maxirum CornpGsion/Dlaxinum Temim TOPCHORD A-B = Nll &C = -1lU1O2 co = -86/104 D-E = -Tfl133 DEFL in (bc) lirdcfl Ud VerqLL) 4.t2 | nlt 1N VerflL) 4.UZ I n/r 1m Hrz(ll-) 0.00 H rva nla Bf@,276 TruS frusTyp€ TOOFTRUSS Qty 1 Ptv 1 )0 lob Rd€r€m (slimal) s Feb 21 2005 MTek hdFti€6, kB -1-6-0 I 4-4-8 I 8-9-0 | 1$1-8 I 17-&0 , 19',0*0 ' 1-6-0 44-8 44-8 444 444 1€-0 Scde = 1:33.1 4dMll20= 'l .St<l Mllfr/z-\. t-?\t/\ h11^t/5n6 Mll20= LOAII],|G(pS) TCLL 35.0 TCDL 7.O BCr.r 0.0BCDL 7.0 B= F= Max Hcrz B= MaUdift B- F= FORCES (b) sPACrlrG 244 Plabs lrEease 1.15 l-lmber lnc|€6c 1.15 RsD Slre6s Incr YES Code lRC2003TPl2002 PLATE:i GFdP Mf t20 1971114 Weigltt 66lb LUMBER TOPCHORD 2X4SPF'I65OF 1.5E BOT CHORD 2 X 4 SPF 1650F 1,5E WEBS 2X4SPFS-td/Sild BRAClNG TOPCHORD Stnidurd wood shea0ing ditectty apdied tr dO-{) oc gi{ins. BOTCHORD Rigil ceiling diecily ryIed or 104{ oc b.adng. REACilONSi (lUsia) 2)Wnd: ASCE 7-98;90mph; h=25ft; TCDL=4.2p6* BCoL=4.2pst Categery ll; Exp C; erdG€d; IVMFRS gable e{dzone; cantilewr left and right seced ; tfi$s DOL=1.33 plate gtp DOL=1.33. 3) This tuss has be€n d€€ig]ted fur a 10,0 p€f bottcm dsd lirre toad mswrent with any dBrF€loa6- 4) Pro,t emedlditd'.tediqt (bydtt€rs) of tussb beadng plabca@ecf wil}Etdding 2,|8 b uprft atiJint B a]d 2,18 lb udift atitnt F. O Tf$s htss is d€igned in accordance wfi lhe AXXI lnlendiord R€ir€r{id Code sedims R502.11-l and m@.102 and rc{erenced ffiAf.lSUTPl 1. r oApcAsqs) Stiardald sB8/G&8 9881G$8 -189(lodcase 3) -248(load cas 5) -248(badcasa 6) t\taxinrln Cdrpj€sdon&bxinm Terx$m TOPCHORD A-B = Ott3 B-c = -'116f211 C,O = {6&186 DE = {6&186 E-F = -11&51212 F-G = tr13 BOTCHORD &H = -187895 F-H = -971896 WEBS GH = -33W186 t}}l = €/459 E-H = -3fl187 M)TES 1) Unbal-rced rocf fG bads tre been consitercd tao*s(k{l'L DEFL in (lc) Udeff Ud Vg{LL) {.09 BH >999 2& Vs(rL) 420 &H >999 180 f@fD 0.03 F nla ila @ BIJ{I2274 frus 11€ frusTFe COMlr,lON ,t 2 )0 Lrb I ID -1$-O 4-8-7 8-9-0 12-9-9 , 17-G0 , 1SG0 , 4-0-91-6-0 44-7 4-0-9 4+7 1.6-0 Scde = 1:33.'l $6Mil20 tl 5fiMll?o/z J $€ Mil20 t l I 'lOd0 Mll2O= H 3S Mil20 ll // LOAIINC(pS) TCLL 35.0 TCDL 7.O BCLL O.O BCDL 7.O LUMBER TOPGHORD 2X4 SPF 1650F,I,5E BOTCHORD 2X6 DF 18OOF 1.6E WE&S 2x4sPF 1660F l.sE'Except' vrr2 2 x4 sPF Std/std v\,2 2 X4 SPF Sbd/Srd WEDGE Lsn:2XGDF1800Fl.6E, Right2XODF1800Fl-6E BRACII{G TOPCHORD Strudural wood sheating direcfy applied or 4$14 ocplflim. BOTCHORD Ridd ceilhg direcily +pl€d or lGO{ oc br4ing. REAgnOilS fbldze) B = 757dG$8 F = 7611lGff tuax Fbu B= ltax Upfn B=F= BOT GHORD H.o = -M44n823 GP = -144017823 F-P = 144u7gn WEBS C^, = S11/3376 Df = -13*!16r/4 E+l = $21ffi:l Gl = 31321690 E-f = -3124nM litoTEs 1) 2-dy truss to be conneded bget€r wi0r 0.131'x3 Naib as fdlo./s: Top ctrcds connetted 6foilolls: 2 x 4 - 1 row at G9{)6. Bottorn dbrdsd|I|edasfolbri,s:2 X 6- 3 rows at O4-0 @. webs conne@d 6 fdb^,s: 2 x 4 - 1 w at GgOoc. 2) All lcds ffi cqreitered eqidly appled to afi diss, e)(ced if mted as frort (F) tr back (B) face in tlE LOAD CASE(S) s€dbn. Plyto pty oonrFdiorls ha\re been pro/ided b dislrihjte onv ba& noted m (F) a (B), unbss dFruris€ in(fc&d. 3) Ur$alared rccf Ive loads t|ave been conr*tsed for tfs ds*rn. 4) \Mmd: ASCE 7-98; 9(}rph; h=25t TCDL=4.hd; BcDL=rt.&4 Cdegory ll; Exp C; endG€d; IiWFRS gadeerdzorF; s|u€a/er lefl ad ti$[ etEced; Lutar DOI-=1.33 ffab Snp DOL=I.33. 5) This buss has be€n d€dgned fio. a 10.0 p6f bdbm d|dd li\rs load rnncom:nentwith any dher live loads. 6) Pmrire mdE*ral €o.nodion (by c*hors) of tuss to bealilg pHe ca@C otwima$ng 1536 lb udin djcint B and 1566 lb uplift atiint F. 7)This buss isde*lr|€d inawdancswith the 2003 Inbmliryd ResirmH Code sedbns R5@.11.1 dd FW2.10.2 and r€Grenced siandardANSUTPI 1. 8) HarE@r(s) tr oths connedim deqs) shall be provided suffdent to support concenbded l@d(s) 1466 lb dovn ad 285 h up at GH, 1,166 lb dom and 285 b up at 2-94, 1466 lb dorn and 285 lb up at 4-94, 1466 lb down and 285 lb up at e94, l/166 lb dolm and 285 lb rp al &94, 1466 b dorvn ad 285lb up ar 1GS4,'f 486 lb dovn ard 285 b W d 12-*4, dd 1174 h do,Yn dd 3@ b qp d t4-$.*, dld 1,+7,{ lb dovn and 290lb up at le9-4 m bothn cfifld. The ds*tls#im dsucfi cdY|odion d6vice(s) is th6 r€spffiitili9 cf others. LO,/{DCASE(SI Standad 1) Regulan Lu*er lruease=1.15, Plab lncr€@=1.15 Unifonn LoaG (pff) Vert FF:l 4, A.O:84, D.Cr-84 Concd*ded L€ds (h) Vst.ts1a66(B) l:1166(8) Fts-1466(B) K:1a66(B) L:ta66(B) iiF1466(B) N:1466(B) F1471(8) P:1474(B) PI.ATES Mil20 Wedft 1&4lb 187(load case 4) -1536(l@d casc 5)-1566(l@d case 6) RRGES (tb) Maxirnm Cqnpresdodfilaximrm Tsft*m TOPCHORD A-B = 0ZB B-C = -968u1t2. C-D = -6531113@ D"E = {531/1309 E-F = -WlleA F-G = 0ll8 BOTCHORD &K = -15081/830 K-L = -1fl18f/&to .|L = -'1508f/83) +M = -1508r/€KlO FM : 15082&lo FN - -1440n923, H-N - -144Ol7gzg DEFL in (loc) Udefl Ud Vg(LL) {.14 H-l >999 24 Ver(IL) {,22 H-l >924 l8O Hcrzfit) 0.07 F n/a da , -1-6-0 | 8-9-o | 17-6-0 I 1So-o I 1-6-0 8-9-0 8-9{1€-0 Scde = 1:33.1 44 Mll20= 1.5x4 Mll20 ll \ 1.5x4 M[20 || 8.ml-z H'ra, 1.sx4Mll2oll /aA .)t/ | | 1.5l4 Mil20 lt .h ,'/r/ Y ././ | $(4 Mll20- 1.5x4Mll20ll 1.5)dMlla)ll 1.5x4 Mll20 ll 1.5x4 Mll20 ll 17-G.0 TCLL TCOL BCLL BCDL !oAD|NC(pS) 35.0 7.O 0.07.0 B o Po R N M L lrax He B MaxUdfr B J Po R N M L Max Grav B o Po R N M L PI.AIES GRIP Mtf20 1971114 Woight 75lb U'MBER TOP CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF 165OF 1.5E OTHERS 2X4SPFSttid/S6 BRAC|l,lc TOP CHORD Stru.twd uood shed{ng dire€try applld d m}0 oc pr'lirrs. BOTCHORD RigU cailing dire@ applod or 1G0{ oc bracitE. REACTFiTS (lb/dre) Max Grav B= J=o= P=o= R= N= M= L= 310(loadcase 1) 310(load6e l) 162(badee 1) 204(load cse 4193(load@ 1) 211(loadw O 20{bad@ 8) 190(l€dcase 1) 211(load6e 8) I'IOTES 1) Unblancod ]ocf li\€ loads ha\,€ b€en msitercd for thb d€{ign. 2)Wtnd: ASCE 7-98;90nph; h=25ft TCDL=4.ad: BCDL4.2pef; Category ll; E p C; endc€d; in /FRS gaue end a|e; cant'le\€rld dtd 4trtexped; Lrr|bd DOL=1.33 phte grlp DOL=1.33. 3) Truss d6*tEd ioruid loads h|he pbrE cf thetrs or*y. Fs studs eryosed b wLd (ndnd to tte face), s€e Mffek'Sbrddd Gde EndDel. 4) Ttis tnss has been dd*gt€d fd a 10-0 ps{ bofto{ndud h.e load tparcotnrl€r{ with any olhorS€106. 5) GaUe rcquies dilitmts bdb|n tu bcaing, 6) Gable studs spaced at 2{4 oc. 7) Poide medEi€l srt6dim (byo$E s) of hlss b bcai€ plab qdle dwithstandng r| b udifr di*i B, 107 bup0ft diritJ" 80 b tdin atirtnt P, 98 lb uplfr ariint O, 66 b lplift at jctnt R, rt b rpl'ift at itnt N, 9S b udin at ifit M ild 65 lb uplifr atjdnt L- 8) This tuss is deigned in accordaEe with tl|c 2000 Inbrndidd Resirenfral Codeseclixs R5@.1 1.1 nd ff(n.102 dd r€frrsnc8d dfldardANSUTP| 1. pap64sQs) StafiH = 310/1740 = 310/17S0= 16211744= 196/174O = t9or176-0 = 21U1764 = 196/1740= 1S/1740= 21W1744 = -1$(load case 3) = -Z(badc6e 5) = {07(badme 6) FORCES (rb) Ma)drlxm cdnpressidt/f/hximm Telxnxt TOPC}IORD A = Wr1 84 = -1471121 CD = -9111(F }E = -fi114 E-F = -7&1160 F-G - -7&llz|8 GH = -7il85 H{ = 41140 h, = -106/55 J-K = W1 BOTCHORD B€ = -24155 GR = -241$ P-Q = -2411$ O€ = -24t155 nlo = -2q1$ M-N = -2q1fi L-M = -241S +L = -24t1$ WEBS F-O = -134J0 EP = -176€S DA = -1@/106 C-R = -1901107 G+l = -176/96 H-M = -1621107 l-L = -190107 {0(l@dcase 5) €8(load case 5) €6(l6dcass 5)-z(bad6e 6)-9g(badme 6) 65(loadc6e 6) 310(badcase 1) 310(loadcase 1) 162(bad@ 1) z0{loadce 4190(badce 1) 211(loadc6e 4 2oqbad@ 8) l$(bad6o 1) 211(badcas8 E) DEFL in (loc) Udefl Ver(tl) 4.t2 K n/r Vert(IL) {.02 K dr HwfiL) 0.m J n/a ud 1N 1m nla 56Mll20= IIl9l+t.irNIt*l*\E'\.-. 4x4Mll20-- \ LroADll{G (psf) TCLL 35.0 TCDL 7.0 BCLL O.O BCDL 7.0 LUUBER TOP CHORD 2 X,l SPF 1650F 1.5E BOT CHORD 2 X4 SPF 1650F 1.5E WEBS 2X4SPFSttd/Std BRAGIIiG TOPCHORD Sln duEl wood st|ediltg drecdy aodied or S10r10 c pudhs. BOTCHORD Rigl, ceilirg ditecdy appted tr 1GO{ oc bKing. REACTIONS (lb/dze) 4) BsirE atidn(s) B, D consldtrs pardld to gmin vakr using ANSUTPI 1 trEle to grain form.da. BuiHing de!$gn€r sttould \,€rify capadty of beding srnbce. 5) Pro/i.le mectldid odvrection (by othe.s) of |n6s!o b€rilg pldec4abb of urfrHar*B200 lb uplft ariint B ard 2@ lb rdifr atitnt D- 6)ThastEisdeqFod in ffidamwit| lh€ zno LilematiorC Resirsnlid Code sedbns R502.11.1 and R8U.10.2 ard r€fersnced standadANSUTPI 1. r_oADcAsE(s) Sfandard PIAIES GRIP Mtf20 197t14 Webht,f0lb B= D= Max Hoz B= [,lax UCn B= D= FORCES (rb) 758/DS 758'Gtr -142(load cas€ 3) -20g(loadcas 5)-209(load cass 6) DEFL in 0c) Udea Ud Ver(LL) 4.06 FF >999 24 Ver(fl) {.11 RF >909 180 Hor4fu 0.08 D n/a ry'a Maxirum CornFesdo.r'ldaxirrum Tffiim TOPCHORD A-B = 0r0 A€ = -12411128 GO = -1?,t1t166 }E = UIO BOTCHORD B-F = -73i965 D'F = -731966 wEas GF = 0n20 NOTES 1) Unbalanced rod fi\re loa6 ha\re beetl conddered tor lhb deri$. 2) Wnd: ASCE 7-98; 90rph; tp25fl; TCDL=4.2psf; BcDl-=4.a€f Cdegory lh Ep c; eridced; lrfWFRS gaH6 €nd zc|rq. cd*le\r€r ld ad right expmed ; trrr$er DOL=I .3|:} dab Sttp DOL=I .33. 3) This tuss has be€n d€dgned for a 10.0 p6f botbm d|trd lw load norrconcurc.ilwihdryother li\relod. 3-1€3-1{ 3-1-8 5)G Mll20 1 6frMll?o/z $cde = 1:20-5 ThIYlo 4x12 MllZ)\ LOAIXNG (psf) TCLL 35.0 TCDL 7.0 BCLL O.O BCDL 7.O LUIIBER TOP CHORD 2X4 SPF 1@F 1.5E BOTCHORD 2XSDFSS WEBS 2 X4 SPF Studstd'Exceot" w1 2X4SPF 1650F 1.5E BRACXNG TOPCHORD Slructrd umod stpafi ng dE{y apdi:d or +11-13 s oudlns. BOTCHORD Rigld c€ililg dit€dly aopled tr 1GS0 oc brtrirE. REAGIIONS 0hr{ize) A = 5832f$ed|anid E = 5586/G58 I\,lax Flcz MaUplift E= FORTCES 0b) WEBSGG = -1394/6739 D€ = -1S6/551 D-F = &12121 t{orEs J) 2-dytnrss b be oo.lnecied bget|er witl0.13116'Naib 6 folbws: Top ffi ffnecied 6 fdl0fls: 2 X 4 - I w atG90 oc. Bofio.n dror& syEdgd as folbu/s:2 X 8 - 2 ffiat0-4{6. Webs @nneded 6 fidhurs: 2 X 4 - 1 ror, at G9-0 oc. 2)All loaG ae 6x*lered ecpatly@pfiedtodl plbs, e(ced if noted as ftont (F) or bek (B) face in lhs LOAD C,-SE(S) sedbn- Ply to pV connedims hrc bst proviledb disfiihneorfy loads nc*ed 6 (F) a (B), unle€s o0€.vyi* idicated. 3) Unbabn@d rodli\re loadsharc bsl considsed for thb de$ign. 4) W'md: ASCE 7-98; g0lph; h=25fr;TCDL=4.@sf; BCOL=4.a€t Cat€gory tt; Exp C;€rd6€d; ITATVFRS gdesdzorE; cantits/€r l€fl dtd riltlt a)pcd ; Ltr$er DOL=' .33 gbb grip DOL=1.33. 5) This tuss has been dsign€d fur a 10.0 p6f botbm dord liw load fincorru|Ht with anvo|her h€ loads. 6) Ref€r to gids{s)fortrus to trussqnoolbns. 7) ftonide medw{cal @.medtm (byd|ers)of tuss b beding date capde of wihstarrfing 1 141 lb udifr at jdnt A ard 1 187 lb Wfr at icint E. 8) Tlis b6 b de{igned in accordancewith the 2000 lr*enldtnal Re{iidenlid Code sedixsRs{XZtl.1 ad R8l}2-102 ad rc*erencad standardAl'lSUTPl 1. 9) H,arEcr{s) orofiercornedin dsice(6) $ad be prdrided $trdentto $ppo{t conoentrated load(s) 1510 lb (blnn and 265 lb up at 1-$12, 1518 lbdorvn ard 284b upd 3912, 1518 b dotm ild m b upd 4-H2, ASSbdom ard435 b up d GS0" 'ld l?sp b donn and/t4s lbup at &s12, ild 1739 b dovvn ard 385lb l.p af 1G$12 m bottan d|dd. Tte dex$grvsdedirr ds|rcfi comodion devioe(s) istr|e r€spo.|sf$ily d otlEB. LOADCASE{S) Standad 1) Roguhr Lunber Increaso=1.'15, Plab ltre6c=1-15 Unibm l-oads (pf) v€ft Ac=€{, GE=34, A_E:14 Conenhatsd Loads (lb) Veft l=-1 510(8) J-l518(B) K:r 51 8G) L=21 88{B) ir--l 739(8) N=1 739(8) PI.ATES M[20 Weight 138lb -131(had6s 3) -1141(l@d case 5)-1187(oad6e 6) Itlad|m Corng€€r*xvl\raximum TerFlon TOPCHORD A-B = -831t1679 &C = €45d1360 CD = 4[5611359 D-E = {56ry1815 BOTCHORD A-l = -1399/6942 ftl = -139&tr)42 rh, = -139916942 J-K = -139S/6S42 GK = -13996942 GL = -145317014 L-M = -1lt$r/014 F-M = -14531/014 F.N = -145?17014 E+.f = -145311011 WEBS &H = -&qm &G = -19444S DEFL in (lc) Udefl Ud Ver{LL) -0.08 F-G >999 2q VedfrL) {.13 F-G >999 1A) HMOL) 0.6 E ry'a da -1€-0 6-5-0 12-104 , 1444 l 16-0 6-5-0 6-5-0 1{-0 Scde = 1:25.7 4xtt lrll20= 12-10-0 TCLL TCDL BGLL BCDL L]OAlXl{G(pd) M N K J iiax Fbrz B MaUd'ift B H M N K Max Grav B H L M N K 35.0 7.O 0.0 7.O U''TBER TOP CHORD 2 X4 SPF 1650F 1.5E BOTCHORO 2X4SPF l650F 1.5E OTHERS 2X4SPFSftrd/S6 BRACIl{G TOPCHORD Studwal wood $calttng diHty apdbd q reo oc prrlins. BOTCHORD Rigit c€ilhg direcdy 4Ied or 1(HX) oc bracirE. REACTKTNS (lb/dze)= 34il12-1Q4= fl2./12-1o{= 159/12-10{= N2112-1OQ= 17U12-1O4= N2|'12-1QQ- 178112-1Go FORCES (rb) lvlaxiM Conp6idvl/bxfunm Tddon TOPCHORD A€ = Nl1 B-C = -101/9:l TOPCHORD C-D = -7889 D.E = -7U12. E+ = -7U't11 F€ = -7U44 GH = -9€/44 f-Fl = U71 BOTCHORD B-N -- -15t12. lrilN = -15112. L-M = -19'12. K-L = -'15112. .rK = -15|12. It l = -1511?2. WEBS E-L = -131r'0 DM = -176/106 GN = -168/95 F-K = -17d104 G"l = -168/95 l{olEs 1) Unbdan€d rmf lire loa6 have been m*tered fs tl*s dq$gn. 2)W'nd: ASCE 7-S;9&nph; h=25ft; TCDL4.&€q BCDL=/*-&64 Cdegtry ll; Exp C;gdced; IvlwFRS gaue end zone; catleverl€ff and rlfit e,AGed ; Luber DOL=I.33 dab SftpDOL=1.3. 3) Tn6s deiign€d forwid loads in he dane d t|e t|rss only- For CUds erposed to wird (ndnd to tpface), soa i,fTek'Siandard C'aUe Endtbf 4) Ttfs tuss has b€€n deqFed for a 10.O p6f bdb.nd|dd li\te l@d nmconorr€ntwith arry ottEr |ive b€ds. 5) GSb GcFi€sdllre b&mdbrd bedE. 6) G*b stu ds spacdal2+0 6. 7) Prcvide mchflical coruHtion (by ottErs) d truss to b€arn€ date ca@e of wiMndng 104 lb uplift at jcint B, 127 lb uplifl at jd{ H, 98 h udn atitnl M, 50 lb udift atiint N, 97 lb udift at jdnt K and 50 b udn at jcint J. 8)This bu€s isdd;igned in amdncewitht|e 2000 lnterdknal R€sltenlid Code sedbns R5O2-1 1.1 dd R@.10.2 d|d r€ferenced 6ta.dadANS|ITPI 1. LOADCASE(S) Stildard PI.AIES GRIP Mff20 '197t144 Weight 51 lb B H = -140(loadcase 3) = -foa{badcase 5)= -l27(loadre 6) = -g8(load c6e 5) = -5({loadcasc 5)= -g7(bade 6)= -so(load@ 6) = 3o2(badcae 1)= 3oz(loadcase 1) = 159(loadc@ r) = 2lo(loadcasa 7) = l78{loadcase'l) = 21o(badcase 8) = 178{ksdce 1) DEFL in (lm) Udefl Ud Ver(tl) 4.V2 | n/r 1n Ver(IL) {.(x} | n/r 1n Hor-4IL) 0.00 H n/a nla 4-U't4 4-5-14 4-514 1-ffi Scde = t:33.9 &6MIEO- 4-5-14 1.5x4 Mll20\\ 4x4 Mll20=5)6 Mll20= 6-2-12 *8-12 (.n; H$.30.G3 LoAltllc (p€f) TCLL 35.O TCDL 7.O BCLL O.O BCDL 7.O SPAOI{G 244 Plates Incr€Ge 1.15 Lmbq lrs€6e 1.15 RepSbesslncr YES Codc |RC2003/TP12002 cslTC 0.38BC 0.20 wB 0.42 (lratix) oEFL in (la) Udefl Vg(LL) 4.Gt B-l >9gg Vert(IL) 4.m Bl >999 Hor4rD 0.01 H n/a Ud2&1m rva PIATES GflP Mff20 1971'14,4. weight 71 lb LUIIBER TOP CHORD 2 X 4 SPF .I65OF 1.5E BOT CHORO 2 X4 SPF 1650F 1.5E WEBS 2X4SPFStId/SE BRACING TOPCHORD Strudral wood sheating direc0y apdkrd seGo cpukE. BOTCHORD Rigi, csiling diredt appled or 6{-0 oc bradr€. WEBS l Ril at nidpt SH REACTPT{S (lbftize) B = /|81/GF8 H = 15411G58 Max Horz B= tvlax Upfft B= H=luax GravB= H= FTORCES (b) WEBS E+l = -3f'5/214 NOIES 1) Unbalan€d rwf liv€ loads hm ben mider€d fot t*r de$grt 2)Whd: ASCE 7-98;g&nph; h=25ft; TC&={.A6fi BCDL=4-zpsf, Cdeqdy th E)qp C; gdosed; lvlWFRS gde end are; canlibver left dd r(ttt €rao6€d ; Lrfiter DOL=1.33 plab gnp DOL=1.iX}. 3) Ttis tuss h6 b6r dsigned tor a 10.0 p€f bo{bmdErd lire ld noncofu,rr€nl sith any o$erhrclo*- 4) Pro\ride rEdladcd cqneclion (byolhers)of Irus to beding plate ca@e cf witstandng 187 lb uplff at i:int B and 558 lb udiff at idnt H- 5) Ttis trE b dodgnd in acmrdilEe with the ffi! lr$ernatbnd Resitenttal codc sedixts R5@.11.1 and R8(B.102 and rM stardrdANS|/TP| 1. LOADCASE(S) Sardard -194{load case 3) -187(hadcase 5) -558(load case 6) AH(hadcase 7) 1541(l@d6€ 1) lvbximun CmpesdodMaxinun Tffi im TOPCTIORD A-B = U74 &C = -84ffi C-D = -397/268 IIE = -319/911 E-F = -350r/13 F-G = f/1 BOTCHORD B-l = -1761397 H-l = -?5713fl F-H = 497/396 WEBS Gl = -311/185 Df = -111873 D-H = -1210t379 ,ob ]0{,P'274, rrus E1€ rru$ ryp€ ROOFTRI,JSS qy 1 2 ,0 s 8-1',t-12 17-11-8 4-*14 4-5-14 4-5-14 4-5-14 1€-0 Scde = t:33-9 $aMtpo il \\ 4x4Mllzo- 6-2-12 11-114 5.8-12 2-1&10 31{ LoAtXl{G(psf) TCLL 35.0 TCDL 7.O BCtl 0.0 BCDL 7.O LUTBER TOPCHORD 2X4 SPF 1650F 1.5E BOTCHORD 2X6 DF 18OOF 1.6E WEBS 2X4SPFStud/SU'Except* wl 2X4SPF t650F 1.5E wl 2X4SFF 1650F 1.58 BRACING TOPCHORD $ructuEl rivood sftedirE drecdy apdiGd a mlo oc p(f,liG- BOTCHORD Rigi, ceilhg direcdy apptred tr &G0 oc braciqg. REACTIOI{S flb/dze)B = 42721Gfi | = 5384/trS8 Max !162 B=MaUffi t= Max Grav B= FORCES 0b)Maximum Compr€ssidy'trlaximum Tensbn TOPCHORD A-B = Wg &C = {S/!D3 GD = 47f219B1 D-E = -266/584 E-F = -35ry44i! F-G = 0n5BOTCHORD &K = -2514055 K-L = -7tl|{}55 +L = -nilM "f-M = -Nt1127 M-lf = -8t11zl f-N = -2 11427 Fl-l = €70878 BOTCHORD F-H = -6'1V47 WEBS C-J = -353/194 DJ -- -1121t58po Dl = -382U866 E-f = -!2121 E+f = -il51't42 M)IES 1) 2-ply tuss b be conrEded bgets witl 0.131'xS Naib as fdlo'Ys: Top d|trds connec{od as fo$o/vs: 2 X 4 - I rcw at 0-9.06. Botbm cfisds cqnecied m dlovr: 2 X 6 - 2 lmatG6{c. Wobs dmeded as fflore: 2 X 4 - I rcw at G90c. 2) All hads are cd|slrered equdly appfiod to dl dies, erept if noted 6 ftmt (F) tr bad( (B) face in tlE LOAD CASE(S) sedion. Ply to ply co,m€dbns have been provided to dislribute only loads notod as (F) or (B), uriless otlwise indcded. 3) Unbabncod rod livB loads ha\re b€on msllsed tor lhb derilrn. 4) Wrnd: ASCE 7-98; g&Fh; h=25fl" TCDL=4.2pef; BCDL=4.ftsf; Category ll; E p C; endosed; ltilWFRS gadeerd zorF; canlil€iler lefl ard rigttt erQos€d ; tl'nbs DOI-=1.33 phte SripDOL=I.:Xl. 5) This tuss has been dedgned tora 10.0 p6f botbm dbrd liE load |mnqlnent with any dFr liye loads. 6) Plo/ide rEcts*al qrnedion Ovdher€) of lruss to b€adtg phe €patb cf ur*tstandng 870 b Wm dFit B and 12S b Lm atifir L 7) This buss is deiigned in accordance wih the 2003 Inter€tiorid R€sitsnlid Code sedirs R502.1 1.1 trd R802.102 ard r*rilced dan@rdANsfPl 1. 8) Hanger(s) or o*l€r connedion deqs) shall be prwided sutrcient to spport concnH€d load(s) 1609 lb do|n ard 264 lb up at 2-1-4, 1609 fb down md 283 b tp d +14, 1471 b do^,n ard 290 lb up at G14, and 1474 lb donl and 302 lb up at &1.4, ard 1/166 lb doum and 284 lb up ar 1G14 m bottdn crud. The ds*tttselec'lin dglefi csncdim derrice(s) is lh6 r€spons&ilty of oft s.s. LOATTCASqS) Sland 1) Regubfi Lrr$er lncre6e=1.15, Plate |re1,15 UnitumLoaG(plD Vert A-D--31, D€={4, Bf =-1 4 Concenb-ated Leds 0b)Vst J:1,94(B) K-1609(B) L:1609(B) M-1474{B) N=l466(8) PIATES Mil20 Wsiglt l8/tlb 1g2(badcase 3) fio(badcase 5)-1299(load 6e 6) 4435(lGd@ 7) s@4(loadcffia 1) DEFL in (oc) Udef Ud Ver(LL) {.14 BJ >953 2& VSICIL) {.23 BJ >590 180 Htr4ru O.U2 | n/a da 8-11-12 17-r14 1-6-0 4-&14 4-*14 1.5r4 Mll20ll 4-5-',t4 4-514 1-6-0 Scde = 1:33.9 $(4 Mll20 ll 4)6Mll20- .{ 1.5(4 Mll20\\ >{. \ lrIY 1.5)d Mil20 il 3,d1.$d Mil2011 17-114 6-2-12 5A-12 LOADII{G(psf) TCtl- 35.0 TCDL 7.O BCLL O.O BCDL 7.0 TOP CHORD 2 X4 SPF 1650F 1.5E BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2X4SPFStrd/Sd OTHERS 2X4SPFStrd/S6 BRAC'}IG TOPCHORD Sfucflrd \iood stHthirB dircc{y apflied or 64{ oc pqlins. EOTCHORD Rigi, cilhg dir€cily Apfed tr reO oc brdirg- WEBS 1 Roratridpt D-H REACnONS (lUsize) 481/G+8 1541/GS8 -194{load case 3) -187(load6e 5)-s58(badcase 6) 644(loadce 41541(l@dc6e 1) FORCES (tb) lr/hxi|rm CoflpiGiorriraxi|rm Terdon TOP CI.IORD A-B = W4 RC ' -5841U16 GD = -$7/268 DE = -319/91'l E-F = -350413 F-G = On1 BOTCHORD &l = -176897 FLl = -25tl350 F-H = -4971396 WEBS Gl = 311/185 D-l = -111873 = -1z1U379 = -ffir214 unEi 1) Ur$dan@d roof fc l@ds ha\re bsl consus€d furthis d6ign. 2)Wrd: ASCE 7-98:gOrtph; h=25fr; TCDL=4.ast BCDL=4.&6f, Categffy tt; E)p C; ench6ed; lr/tWFRS gauc gd m; ertibrrer lefl ad rfiht e!9osed ; frnne DOL=1.33 dale grp DOL=1.33. 3) Inss designed iorwhd loads in f|€ dm d lhe brss mly, Fdstuds expos€d b wird(namd to tFface), sF l/ffek .stardard Gabb Erd Detal' 4) Tlis tuss h6 been de€igned ftr a 10.0 pd bdbm chdd live load rutcon@rent with arry o8|er live l€ds. 5) Gde $udsspacedat 2-{X)6. 6) Pmride .IECI|a *:al qnection (by o0lers) of tK b b€ariu plde 6aat e du,i$t€ta.rdng 187 h Wn ditr{ B dd 558 b rS dFht H. 4 This tuss is desigr|ed in a@rdance with the 2003 Inbnntiod Resitenlid Code sedins R$2.1 1.1 ard R@-10.2 ard rcfrr€ncod standardANSUTPI J. LOADCASE(S) Stddard PI.AIES GIUP Mff20 197t144 Wejght 91 lb WEBS}H E+l B= H= itax llorz B= Ma( Uf'fift B= H= IUax Grav B= H= DE]FL in (loc) Udefl UdvdLL) {.00 B{ >999 2&Vs{rL) -0.06 B-l >999 180 !for4ll) 0.01 H n/a da Job B0E227$ Truss E2 lrus ry?e tooFTRtss qy 2 1 )0 IA *1't-12 5-1't-125-11-12 56Mll20= Scde = 1:24.3 Fil Y .r/ .'.'' €)^ / fti,,^,. ti1:lo 5-11-12 11-11{ 5-11-12*11-12 l.oADB{G(p€f) 35.07.O 0.0 7.O TCLL TCDL BCU-BCDL SPACING 244 Plabs Incrmse 1-15 Lurber lncreasc 1.15 R@Steslm YES Code lRC2003/TPl2m2 PI.AIES GFdP Mft20 1971144 Weight 39lb U'MBER TOP CHORD 2 X 4 SPF 1650F 1.5E BOTCHORO 2 X4 SPF 165OF 1.5E WEBS 2X4SPFS:IUd/Sd BRACING TOPCHORD Studural wood sfpdfng dire€dy apdbd or fl10 oc p(flins. BOTCHORD Rigi, ceiling diradly appled or 10'G0 a bracirg. REAGTIOf{S (lUrsze) B= D= I\rax Horz B= MaUplift a=o= 716/Str 7161Gtr {3l(load ca* 3) -2@(loadcase 5)-2@(bad66 6) FORCES (b) t\iaxim Coflpf€q{mrlraxinrm Tension TOPCHORD A-B = Ur4 B-C = $771118 cD = {,ftt118 tlE = W4 tsOTCHORD RF = -81448 D+ = -2fl414 WEBS C+ = 0t2!t NOIES 1) tk$&Eed r6f hre loads ttave b€en d|rtdcrEdtu 0isdE*fn- 2) Wlnd: ASCE 7-98; 90rph; h=25h; TCDL=4.2psf; BCDL=4.2p6f Catggory lh E)9 C; endGed; tvMFRS gauo snd zd|e; sthle\rer H ad right oao€ed : Lunb€r DOL=1.33 date grip DOL=1.33. 3) Thb frrss t€s b€e.t de{ped tur a 10.0 pef bern ctsd hro l@d ndEo(nlnent with aly othsr li6loa6. 4) Provide rect€nicd conrElim (by cftffi) of truss to bearing plaie capable of withdan&E 202 h upm diint B ard 202 h Wlifr atlint D. 5)Thistuss is desi|]n6d inaccqdarewith the 20Gi Inbmationd Resilenlid Code sedions R502.1'1.1 ard R8@.10.2 ard r€fiol€nced stanHAl.[SllTPl 1. LOADCASETS) Sffi DEFL in (loc) Udeff Ver(LL) o.Gl B-F >999 VerfiL) {.()6 BF >990 Hor4rD 0.01 D ry'a Ud 24'ttr) nla 5-11-12 '11-11-8 5-11-',t2 5,11-12 1+0 Scde = 1:24.3 \JY 8-oo F2 1.5)4 MX20 I 3x,4l'llllfr/z 1.5x4 Mll20 ll 1.5x4 Mll20 ll 4r4 lrlz0= 1.5x4 Mll20 ll,7 1.5(4 Mll20 ll 1.5x4 Mll20 ll 3:r4 Mll2O\ 1 1-1 1-8 11-11-8 35.0 7.O0.0 7.O U'MBER TOPCHORD 2X4SPF 1650F 1,5E BOTCHORD 2X4 SPF 1650F 1.5E oTHERS 2X4SPFStd/Sd BRACING TOP CHORD Slrudurd wood sheatilng direcfy apditld or 6-0-0 oc Frlins. BOTCHORD Rigid cdling direcfly 4pl€d or 10EOO oc braciry. REAGTIONS (Usize) TOPCHORD GD = -74t81 BE = -7ry115 E-F = -7811@. F-G = -71111 GH = -*142 lf-f = W71 BOT CHORD RN = -14t116 l\rSN = -14t116 L-M - -1,1/116 K-L = -141116 $K = -141116 Ff.l = -14116 WEBS E-l- = -13110 D'M = -183110 GN = -l4o/t8 F-K = -18?108 qJ = -140|/8 NOIHi 1) Unbalanced rcdlire loads ha\c been GEider€d forU$ d6ign. 2) \tl|nd: ASCE 7-$; g(tryh h=25fl, TCOL=a,hef; BCOL=a&$ Cdegory tt; E:9 C; sdced; lvfWFRS gabb erdzone; snileverlefl and {$t eryos€d ; Lu$er DOL=1.33 date StipDOL=1.33. 3) Tnss de{ynd fc wid toads ir tle ptae cf tte tuss or{y. Fs sftrds ersosed b wird(trdtrd b thc tc), s6s ltfiTek :Stm&rd Gabl€Ed D€{at' 4) This tuss has best de{igrEd ior a 10,0 p6t bolhn ddd liw lood noncondn€nt wiah any of|erliveld. 5) Gdb rcqr.€sqlirucrs bodorn dErd bedhg. 6) GSbstudsWdd 2-GO€. 7) Prwide mecfiaicdmffifim (bydrffi) cftruss to b€arhg plste ca@le of vrihstardng 1 10 lb uplift al jdnt B, 132 lb uCift dpi* H, t@ b udift atitnt M, 3,+ lb rdifr at joint N, 1m |b udift aticint K ard 34 lb udift atltnt J.8) This bN is dosigned in accordamwitt the 2006 Interdircl Reilenlid Code sedbns RgI2.1 1-l dd R8[8.10.2 dd r€frcned slzddANsgilPl 1. LOADCASE(S) Slzr@ TCLL TCDL BCtl- BCDL B H L M N LoAlxtlc(p$) K I\rax fbe b itax Upfn B H M N K J lt ax Grar/ B H L M N K J 5) 6) 5) FORCES (h) fttaxirnm Conpres[io.Vtlaximm Tefisio.] TOPCHORD A-B = N71 BC = -S/88 PI.AIEI GRP Mfl20 197t144 W€*$t 47lb = &111-11-8= nq11-11-8= 155/11-11{= 212111-114= 136/11-11€= 2't2111-11A= 136/11-11€ = -l3l(badcase 3) 3a(|oadcae a)-lm0oad case 6) €{load@ 3) 294(load c6e 1) 294(loadcase 1) lsqbadc.ce 1) 219(bad@ 7) 136(loadcase 1) zlg(badcase 8) 136(load c6e '1) D€FL in (loc) Udeff UdVg{LL) {.02 | n/r 1mVsfiL) {.G} | ry'r 14HmfiL) 0.00 H n/a nta ,]-:-l 3-9{ , 6-Go I 1t-g-g1&3-P1&11- I ,4_r_1, I 3G&1{-0 3-0-0 3-0-0 5-9-8 1_6-0 ffi4 s10-0 5€.4 $,7{ Scde = 1:65.9 JJitIt1I lr ' 'dA a.oo jT 47a4s1x6-. iIt?l'rl"ot9 |lil31R s Srd Mlt20= std Mll20/6.g0112 o 8,(10 Mll20= 56Mlt20= 1 616 Mll20= 4x4 Mil20= 3xtl Mll20:\ 3xz4 Mll20\ M 5S Mll20= , r-$81-11-r ?-10-8 2-5-8 1{-0 3-11-0 3-11-0 1{-0 5-8-4 $.10-0 5_8-4 $.7_0 LoAIING(psf) rcLL 35.0 TCDL 7.0 BCLL O.O BCDL 7.0 PI.ATES GRIP Mtf20 157t144 Weight 154lb LUMEER TOPCHORD 2X4 SPF 1650F 1.5E BOTCHORD 2X4 SPF 1650F 1.5EVVEBS 2X4SPFStud/SU.Ex€pr. W42X4SpF 1660F 1.5ESLIDER BRAClNG TOPCHORD Structmlvnod sfieathing dir€cily apdied or 2-11{oc purxrF. BOTCHORD RiglceilirE dirc€dy apptied or 511-.10 oc bradrg.WEBS 1 Ro^r at lTidpt FFL REACIIONS (tb/sjze) K= B= Max l-loz B= irax Upm K= B= BOTCHORD P{ = -lzf39/zt65S oP = -i31g4it69 N.o = -1157t3775 M+l = -1018/3513 L-M = -101S3513 K-L = -521t2106 WEBSC€ = -168i/S20 GR = -37U1239 D'R = -23649i0 D-Q = -366t1?21 E-O = -151€y54s E-P = -1711598 F-P = 444n0m)F-O = -mn44 F-N = -l45Bri ltN = -rcrcn FH'l = 0a2BH-L = -18394to FL = -288/1069 t{olEs1) Unbalaned rcof lire loa(b hare beenconsitrered fur this desion.2) Wnd:ltSCE 7€8; g6not rr=2sn-TCDL=4.2psf; BCDL=4.a?6f Cdegpry th Exp C;edos€4 irUiFR.S gde end ae; canUener gn ald dgtrt epced ; Lunber DOL=1.33 date grpDOL=I.33. 3) Prurid6 adequb drainsgsb preHtvuaterpondr€. 1) '|1*s quss ftas be€n d€.*I€d br a 10.0 ps{dom fu liw ld ruwE r€nl uithanyotEr li€ l@ds. 5) TfE gbrilirE join(s) r€quire dab inspedbnper th€ Todt Cornt lu€fiod wtlen this btlss isct|ce{r fs qtjdity assratce inspection: p.6) Reftr to girder(s) fa tnss to tnrssqn€dixs- 7) Provide r€cfidcal mrerin @yotws) ofhss_.to bea.ir€ date c€pable dni0isandnd z|(FIb udift at jdnt K and 458 tb udn d irant B. - 8) This tN is d€{igned in amrdarie wi0r the2lD3 Inbmalid|al R€$iltrtid Code seciimR5O2.11.1 ard R802.10.2 and r*rBdcsdslan<lardANSUTP| 1. troAlrcAsqs) Stan<lad lTsSlrrect nicat 1913GS8 1,16(load caso 4) 4j6(load case 3) 458(loadese 4) FORCES 0b)tt axirrum Co.nprB€siorrlraximurn TorximTOP CHORDA-B = W4 8-C = -z|346€p GD = -4034/1163 D-E = -3506/189 E-F = ./687t11?B F-G = 4039/12G|GH = -4W1203 Fl-l - -N71t62. fJ = -6Vt719 J-K = -2690t/05 BOTCHORD $S = -641n113 R€ = -925/303s QR = {95/2872 DEFL Vs{LL)Ver(IL) Hor4fl in (loc) Udefl Ud-0.,16 N >969 2& {.7,f NO >582 140 ) 0.30 K n/a nla 1-6-0 2-5-8 1-114 24{ 24-8 4-2-O &!2-O 3_2-0 2_0-0 4_9-13 4_9-13 4-9_13 Sc* = l:67.3 6tdMl@= 5)6MtEo= Tq &do MlhSH= 6xlo Mtt2oH= 4x4 Mll20= 8.mfiz 5x14MilN/z D y N dA wz X &i0Mil20= Sx14q12p/z S.'OfZ{xOMll20= 6)dMll20= 4r4MllN// 6x12Mll?IJ/z SR 1a12MIzJ= SSMrt2O=6x8 Mll20- &4 Mil20\-\__* 5rd Mll20:\ OIQ]Fl3o QP ad Mll20= 4x4 Mil20= 2-5{ 1-6-0 2-9-8 24-8 2-8-0 16-0 3-2-O 3-2-0 2-0_0 4_9-13 4-913 4-s_13 LOADII{G (psf) TCLL 35.0 TCDL 7.0 BCLL O.O BCDL 7.O PI.ATES GRIPMff20 157t144 M[20Ft 148/108 Mff18H 141t18 Weigtrt 519|bLUMBER TOP CHORD 2 X 4 SpF 16SOF 1.SE -E)(cept. T22X6DF1800F1.6E T32X6DF18MF1.6E BOTCHORD 2X6 DF 1g)OF 1.6EWEBS 2X4SPFS'hrd/SU.Ecept w182X4SPF 1650F 1.sEw172X4SPF1650F1.5E w11 2X4SPF 1660F 1.5ESLIDER L€ft 2 X 4 SPF Shrd/Std i-9'13 BRAGII{G TOPCHORD Stuctud u,ood sheating dircty appli,:d or 32-Boc prjfilrs- BOTCHORD Rigit ceiling direcfly Tpled or 1G0{ oc bradrE. REACTIOiTS (U.ize) B= M= lr/hx Horz B= Max Upnft B= M= TOPCHORD K{ = -31131609 L-M = -U7St@ BOTCHORD B-X = -1531/6585 W-X = -1698t/314 W-z = -262!1o1fi V-z = -z4dqrfircT U-V = -N24n383 T-U = -28€9t1J1Ol 9T = -1006/21895 R-S = -92il$'t6 GR = -5/d3116 PlQ = -312fA3 o'P = -3632Sm N€ = 425tZt6 IIAN = 424flm6WEBS C-X = -3776t917 GW = -1284/5639 D'W = -968/3@ tLV = -5938152 E-V = -1067190 E-lJ = -769356 F-U = -2461162 F-T = -758glzo9 GT = -144516119 GS = -17ft873 GR = -?967143 l-l-R = -501/2$0 HQ = -19B,2t5F,2 l-Q = €aa129s..Lcl = -?B5t'1074 &P = -149t393 K.P = -5341256 K.o = {0f246,L-O = -290i'tz3 L-N = 0/14+ I@TES 1 ) 2-ply trE lo be connecied tooettler with0.131'x3 Ndb as fdtm:Top dFrdsconneded 6dhus:2xlt - 1 ,owdG90 oc, 2 X 6 - 3 rom at G7{ ocBotkm chads smeciadasfolloa:2 X6 - 2rows al Gff oc, Webs cornecied as follorvs: 2 X 4 - 1 row dS9Ooc.') All l@ds ne ctrxjds€d equdty +pled to dlpils, ercept if noaed as font (F) d back (B) facein the LOADCASE(S) sedim. pty b dyconrE{tnns have been prwided to &ihj|e mlyloads nded 6 (F) d (B), utess oth€siieiffIeled- 3) Unbabncod rod live loads ha\re beerlcorF;kteGd for 0is ds{;ign. 4) Wnd: ASCE 7-98; 90nph; 1s25foTCDL=4-zpsf, BCDL=4.2p6t Caregsy il; E)e C;encb6ed; lrtt/VFRS gabb enO ane; e|der,ertnand ii'|l expoq€d ; lmbtr DOL=1.3g pbte CipDOL=I.33. 5) Pro\ri& a@tEbdraiEgsb preHltmt€,ponong. 6) This fusshas been dedgrnd fa a 10.0 psfbodom cfiqd lve losd mcornrsl wittr invothslivele&. 7)All plates arc M[2Opbbs Ull€sso8E{wbeindcated. 8) Rofer to gids(s) ta has b krlssmnedi'|s, 9) Pro\ride med|drical cofftedbn (by ofters) of 9f': F be+p Pare capaue d wi6rane,6 1191P 'lpgfl 4i.itr B dtd 4os b upsnarioir M.10) Tfis |rrs b d6*ned ir aedbe riritr tp2m3 k{anEtinat Ro{ibrfd Code sodix|sR502.11.1 ad RB02.t0.2atd rcftrmcedstanbdANSUTPt 1. 1'l) Uso USP SKlFt26L(WtOr i6d nds inbGider & NA9D naib irb Truss) tr eqir€hnt at4-4-8frw th€ hfi mdb cornect tnas(es) KrT(1 ply 2 X 4 SPF) to fo.{ fG d bdo.n dFrd.skensd ,15.0 deg.to t|e teft, dottng 0.0 &g. 12) Fi[ d nail b6 wf|ge hzEEr is h Elacfwi&|hrbs- 13) H€ngEr(s) aotFr dnedbn det&{s) shallbe prwided $trdmt lo srrppdt srcsdratedl@d(s) l8f,l lb do|n ard 31i tb up d 4&4 mtop cfiord, ard 391 lb doyyn and 1gB lb l.p at}l't-8, ard 15S lbdiln atd 365 lb r.p'd rt{-4 m bolbrn dud- Ihe d€rjgn/selectim'd sudldrEdbn devi{s) b On mgorxitiRy ofoltR- LOADCASE(S) Stan&rd 1) Re$ld: tn$€r Incre@=l.15, plate lncreaso=1.15 Unib.m Loads (ptD V.srLAD=€4, DF:04, F-HS/', tJ={4,.ltuts{4, B-X:14, W-X:14, T-W!-14.$T=1,0. M-S:14 CorHtfated I o€ds (b) Vst w!.391(F) Y:1763(F) Z:i569(D 516/UGSB z2g2ll|,€dwi.d 332(load case 4) -1191(load6e 5)-ao8(load case 6) FORCES (b) t\laxirm Cornpres;iay'ilbximum TemmTOPCHORD A-B = 0t78 B€ = 4301rfiSl C.D = -t35g6/3021 DY = -13196t2g12 E-Y = -13WN1 E-F = -13133278.1 F-G = 411il16a/. G'H = -3836/828 H-f = -?949l6tz f.J = -reztw2 .tsK = -2755/619 DEFL Ver(LI) Ver(fL) Fbr4rL) in (loc) Udef Ud.o.42 T-U >999 24{.67 T-U >q38 180O-24 M n/a Na 1&11-0 &1-0 6-1-0 Scde = 't:55.1 56 Mll20= StGMlltu/z s)r6 Mll20:\ // TTIto il 5)€ Mll2O=H 1.5(4 Mll20 ll 56 Mll2O- 3x4 Mll20\ 3x4 Mll20:\ 1&11-0 TCLL TCDL BCLL BCDL u)ADlllc(psf) G= MaxHm Itax Uptfr G= 35.07.O 0.0 7.0 LUIIBER TOPGHORD 2X4 SPF 1650F 1.5E BOT CHORD 2 X4 SPF 1650F 1.5E v\rEBs 2 x4 sPF Sld/SU SLIDER BRACIJiIG TOPCHORD Struc&d wood slEatirE directty apdkrd or 31 I -3 c p|rdir|s. BOT CHORD Rigi! eiling direcily appted or 1GG0 oc bfaciry. WEBS 1 Ro^,atridpt C{ REACIIOI*S (lb/size) WEBS C-l = -258173a D.l = -&5882 E-f = 47f1?s,2 E-H = 0/2G! NOTE I ) unbolflrcsd roof hlc loaG lrac ben s|sidsed for lhis dq*rn. 2) \Mmd: ASCE 7-98; g(}rph; h=25fl, TCDL=4.&6fi BCDL{-AcC Cat€go.y tl; Ere C;sdoGed; MWFRS gdeerdzorE; ciltiteler left fO ndf emoseO; Lntber DOI-=1.33 pb,te SripDOL=I.33. 3) Protide adequae drainage b preHt waterpondiE. 4) Tlis tnss has been d€dgned tur a 10.0 p€f botbm €fFrd live load rErmru'n€nt wilh arw drerSv€lmds. 5) R€fer to gide(s)ftrlnissto h6qrnedions. 6) Protirde me<lmicd snedin (bydErs) offuss to bedrE date c@dl€ dwithstandng 269lb uffi al joint A and 265lb rdifr aridd c. 4Thistuss isdeigned inffidane with the2003 Inbmaliond R€sidential Code sedionsR502.11.1 rd R802-102 a{d refererEed dandardANS|/TP| 1. I oTADCASqS) Stardad PIATHi Mil20 Weight 138|b 1532/tt ecfffi:d 1S32/trilectsni:d -268(bad 6e 3) -269(load case 5)-26qbad€so 6) FORCES 0b)Ivlaximum CornpGdian/ilaximm TernionTOPCHORD A-B = -24@1397 &C = -1821f34ts CO = {380/350 D'E = -1795l}40 E-F = -Nltltr6 F€ = .?271t351 BOT CHORDA-K = -38fl1878 ..LK = 386/1876lJ = -2391388 Hl = -a)31755 G+f = -20311751 WEBS FK = 0143B^l = -58S287 CJ = -1071419 I)EFL in 0c) Udefl UdVer(tf) -0.11 AK >999 24 VsflL) 4.m l.J >990 180 Hor4fu 0.@ G n/a nta Sc* = 1:55.'l Sx,4-Mll?o/z 3r4MllZ)\ Nii J 5)(6 Mll20-5x8 Mll20= E H 1.5x4 Mll20 ll T'il\o LOADING(po TCLL 35.0 TCDL 7.0 BCtt 0.0BCDL 7.O SPAC||G 244 Plaies Incre6e 1.15 Lmberlrre 1.15 ReDStresslnc' YES Code lRC200ryTPl2002 PITTES Mil20 Weight 135|b TOPCHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 2 X4 SPF 1650F 1,5E WEBS 2X4SPFSfud/Sd SLIDER BRACIl{G TOPCHORD Studl'd wood stFafingdiHfy apdi.rd or4.+7 GBl'|iB. BOTCHORD Rigi, ceilhg di€cily applied or 1GO.0 oc bradng. WEBS l RnatffidDt C-l REACIIOI{S (lb/S4) A = 1s3zf\techaniC G = ls32/t\ibdtanid l\tax llorz I\,la( Uplfr G= WEBS Gl = -252ms Dl = -58 !63 E-l = -390/241 E+f = U17O liplEt 1) thbablc€d rmf hre bads lB/e been co.rsidq€d tur lhb design, 2) lafnd: ASCE 7-98; 90mh; h=25ft; TCDL=4.fosf; BCDL=4-2p6f Catogo.y ll; E)e C; erdc€d; li,lWFRS gdoedzorn; mlibrcr left ild rigtrt erqosed ; t-unber DOI-=1.33 plab grp DOL=I-33- 3) Proiride a@lab&ai|4e b pretcntlyder pondl€- 4) Ttis tuss has bo€n deigned fur a 10-0 p6f botbm dEd live lod rxxrcorE'n€fltuith any dFrhreloads. 5) T?n dor*rgitir(s) rGqui€ plato irspedion pef t|eTodr Golr|t ir€ftodwtHlhistls is cficen for quality srrc inspedim: D. 6) Refrrto gird€r(s) torlns b buss mnedions. 7) PTD\ri(b nEcttanicd connec{ion (byoem) of truss to b€ring plate capaHe dwittFtanding 263 b uplft ditntAad 259 b udin dbil G. 8) Tf*r htss b dosrbned h acmrda.Ee wiu) the Zno ltbfiCbnal Re*ror{id Code sadixs R502.1 1.1 ard R992.10.2 ild rehrenced stardddANS|/TP| l. rtAnGAsE(s)Standard -251(load case 3) -263(load6e 5)-2sg(load€se 6) -FORcEs 0b)Maxirrum Cofipres!*nfivbximum Terrsion TOPCHORD A-B = -24NlN2 &C = -18891338 C-D = -1/t52/34:l FE = l85q334 E-F = -2050870 F-G = -ZflBA. BOTCHORD A-K = -388v1892 $K = -38€Y1892 lJ = -28W1465 H-f = -mq1761 GH = -mq1761 WEBS&K = 0r2o1 B-J = \511/267 C.J = S6/386 DEFL in (|oc) U(bfl Ud Ve(LL) 4.11 lJ >909 2& Ver(IL) {.25 h, >999 180 Hq-4fU 0.@ G n/a r/a U,,TBER 268 1 314_0 I5-G0 5-0_0 5_10_8 5-1&8 4_9_8 4_9.8 Scde = 1:55.1 5x6 MllZO= 1.5x4 Mll20:\ \ 1.s>q4Mtt.,z "21 \' ./"'t..\ N Y t[ K 5,€ Mll2O=1.5(4 M[2O ll 10-G.0 5_10_8 5_10_8 9_7_0 LoADING(psf) TCLL 35.0 TCDL 7.O BCL|- 0.0 BCDL 7.0 LUMBER TOP CHORD 2 X 4 SPF 1650F I.sEBOT CHORD 2 X 4 SPF 1650F 1.5EWEBS 2X4SpFStrd/Sd SLIDER BRACllrlc TOPCHORD Stnidud urood sheatjng dkecty appliad or +2-10cDurlim. BOTCHORD Rigir_ceilhg diGcily eptied or 10fi oc b€ciry.WEBS 1 Rowat ddpt DK. Dl REACIIOIIi (twrja) H= Max l-bz It/bx Upfff H= FORCH! (tb) lvlaximum Conprecjon/tuaximum TerFionTOPCHORD A-B = -233V393 &C = -fr15t373 C.D = -15n851 DE = -1ffir47 E-F = -1972tffi F-G = -210,,t3,31 GH = -2269861 BOTCHORD A-K = 47z18/a.LK = -4i3/t83zt lJ = 4111034H-l = -245t1161 WEBS B.K = -WZ7 GK = €{5912D-f( = -fiZr$ WEBS D-J = U147D.f = 511t256 E-l = -5ry560 F{ = -2521269 I{OIE 1) unbda'ced ]mf ll,eleds lrae benconsirered ftr 0*s deshn- 2) Wild: ASCE 7-98; ginoh: h=25ff.rcDL=4 Ad.; BcDt-=+.aisrj cagg;ry r; ep c;ancbsed; !U\iFRS gade endare; stilevdrbffard rigfrt exposed ; Lt,rtber DO{_=1.33 dab SnpDOL=1.33. 3) fto\ridea@ub draiEge b p.e\r€ntlyatspondmg. 1) Jtis qtEsltas Fa dedgned for a 1O.O pdbotbmdErd lire lcd mrsuxErt with invo$|er Eve l@cb. 5) Refer lo glde(s)ftrtruss b tusoonnedim- 6) Pmdde rrecfur*:d smedion (byd,ers) of F*-9 E3lry drtg capdt€ ds,i0rsrandnd 242lb uptft at jdnt A and 24O tb udifl at bnt H. - 7) This bnss is deigned in acctrdaice with theruG! Inbmtional Rssidentid Code sedbnsR502.11.1 trd R802,i02 and refiererEedst'afirardAtlsflpl 1. loADA\Sqs) Stardad PIATE GRIPMf f20 197t144 Weiglrt 134 h 152lUG5€ 1524llrilechanid 209(bad caso 4) -2,12(l@dcase 5)-24o(load cas 6) OEFL in (toc) Udeff UdVg(LL) {.19 A-K >9S9 2&Ver(IL) {).42 A-f( >8g6 iBOHor-zffL) 0.10 H rta Na Truss F6€ rrus tl,fp R@FIRUSS 1 sry 2 )0 rrc=(=qpE4r=_- 1 1-6-0 4-0-0 4-0_0 ,2-7 5_4_3 5_2_7 4-0-0 4+0 Scde= l:5f.1 5:16 Mll20= 5dMllZ)= 5xG Mll20= iiJJqrlr1ti Itq,IF lu nl MR 7S Mll2O- .LU 7xB Mll20= K 4x8 Mll2()= 4$ M[20:\ 5_4_3 +2_7 4_0_0 4_0_o LOADING(psf) 35_0 7.0 0.07.O TCLL TCDL BCLL BCDL sPACtl{c 244Plates Incra6e .1..15 Lwnber Increase 1.15Repst€sslnc NOCode lRc200eyTpt20@ PI.ATES GRIPMft20 197t144 Wetrht 3421b B=[,lax Horz B=MaxUdn l= B= 3832/G5€ 3992G5€ U'TIBER TOPCHORD 2X4SPF lffiF,I.5EBOTCHORD 2X6 DF 18OOF 1.6EWEBS 2X4SPFSfudISU BRACII{G TOPCHORD Struclffil wood sheaf*ng diHty apdied s $9-3oc prfim. BOTCHORD Rigid cdling dnecdy applad or tGO{ oc bracirE. REACTIOI{S (th/size) BOTCHORD tLV = -2671110633 K-V = -?f74t6633 +K = -1907/5i3,t f-J = -1fi7ts1?4 wE&s C-O = -.t6€y133 C-N = -2571306 t>N = €541409DM = -909/2250 E-fi, - 491242F-M = -9,V96 F-L = 421|1@4F-K = -22t589S G+( = .1?20ru12 H-l( = -253t362 H.J = -1?€n11 titolEti 1) 2-ply tnss tc be oorurec{ed bgEthtr wilhO.131"xS Naits 6 tollom:Top-ds& conneded 6 fdbils: 2 X 4 _ 1 row at0-9{ oc. Botbn dto.ds sme@6Ubl6:2 X6 _ 2ro\DsatGT{c. Web6 conng&d 6 fo0ors: 2 X 4 - 1,ovy atG90 oc.2)All badsae usidered eqjalyapplied loailgFs, o(ced if noted as tord (F) or bad( (B) facsrn the LOAD.CASE(S) ssdton. pty ro dy' ' g|ryf h"yg b€T pwioea i: oiriOute onylodb noted as (F) d (B), unls otlswiseindicated. 3) Unbdarced rccf hre loads have bsrorxidorod for thb deskm-4) \,Mnd: ASCE 7-98; 96rDh: h=25ft: l?, L1?f.'.!9PL=4.dstr cateeory l; E e c;encbsed; lvfWFRS gde enO ane; cintjetdr Uhaftt rEhr seos€d ; tunber DOL=I.33 ptate 9rpDOL=1.3. 5) Pr_oride ad€quab dEtrEge to prerent mlerponong. 6) This trusl|as b€m deqJned fff a .lO-O ps{bolbm ctffd fv€ had norrconorrent with iryoths live loads. 4 Pro\ride meci|aricaldnedion (byo|heE) dgtl:: lo bTllS.date capaHe of wiittsrddr,6 :g.h.wli1ft.atioi4 | and l,|:tl tb udin arir-lx B.o, rns ru$ ts d6iJrEd in ffidar wif| lhea)@ lnbrEtbnd R6sitgt6al Code seclix|sRfl)z-l 1.1 ad R@-i0.2 and referacedstadtrdANSyTP| 1. 9) Use USP HJCZ6 (Vvtth t6d n€ds inb cider &f Od^rEils into Tnss) or sguirralill spmed atl>,6-4 c max starlirE at &G6 forn the hff end P^?s-19 p ogl"d rrusqes) Jl (1 t! ?x 4s.ln, l(J'! (i dy 2 x 4 spF), J1 (1'pi 2 x 4 spF),KJl (1 dy2X,tSpF) b6.,rdeof bdmctnrd- 1.9) Use_Simpeon SrorqtsTie LUS24 (+1OdGlder, 2-1@ Trus, $rBle ply Glrder) aqu€bnt spaced al 2+0 oc max. sdr$rE atl(X}'l2 ftom tE l€ff o.d b 21+4 b sr€crrrF{6) Jl (1 pty 2 X ,t SpF) to frmr faco dDotbm 6ord- 11) Find naf hob6 whse IEEFfishsta.rwith lurbs- LOATTCASqS) Slandard 1) Re$bf, htrIt€r kE ee=1.15, plate hcrease=l . I 5 Unibrm Loads (f,o Vert A-D={4, DG=&4, Gt={4, Rl=i4uanentated LoaG (b) Vert t|:_ t'toz(F) K:1iot(F) p:3/,4F)o- ?41O,F-342(F) s<x{4 r:a4r1u=€42(n V=-3,+2(R 188(load case 4) -1407(load@ 3)-l€1(loadce 4) FORCES (h) ttibxinun ComgeseitrVlbxinum TerF$mTOPCHORD A-B = U7AeC = s3(r2r236sGD = eer2$zD-E = S629/2697E-F = &7rffiF€ = €G2/AB1GH = $Zffit2aSlHl = {35823S1BOTCHORD Fo = -&s/0086 N-O = -20595006 ISP = -21i3/5119 P-Q = -2113t511s Ir,$Cl = -2fiJ5119 l,l-R = -2629tt633 R-S = -2f74fi639 $T = -257416l L-T = -267416633 L-U = -2674/6633 IIEFL in (oc) Uctefl UdVtr(tt) {.21 L-M >999 2nVer(IL) {32 L-M >S9 iBOHorzffL) 0.@ | Na Na j _1_6_0 , 4{{) 1€-0 4_0_0 4_G0 Sc* = 1:23.4 ilI IIIIiIIJ+t1IlIIIIIlx t:11a tilx4fiilz|>t .,. ./C /,' ... ^a\ 3x4 Mll20= LoADll{G(ps) TCLL 3s.0TCDL 7.OBCLL O.OBCDL 7.O PI-ATES Mil20 GRP 197t141 U'MBER TOPCHORD 2 X4 SPF 1660F 1.5EBO.T CHORD 2 X4 SPF 1650F 1.5EWEBS 2X4SpFStrrdSd ERAC['|G TOPCHORD Stuctural nrood slpatring direcdy apdied tr 6-{}{rc trlntre, qcept sd vsticals-BOT CHORD Rigil cdli€ dir€dty appled or 1GO{ oc brajrlg. REACIPNS (tb ja) 5) This tuss is defngned in acoadane wilh tnzur_tl3_ hbmatimal Rsirenttd Code sedionsR502.11-1 and RBO2.10.2 and reftyenceostandardANsuTPt 1. LoADCASE{S) Stardad Weigtrt 33 h E B tl,lax l-ltrz B tllax UCn E B = 356/t\techanicd= f|44lGtr = 2TEbadcase 5) = -l5(badcase S)= -r2qbadcase S) FORCES (h) Itiaximm Gornpressnm/frlaximum TerBionTOPCHORD A-B = UT4BC = -{qy4 ao = -1(958 D€ = -i3ry86 BOTCHORD &E = -1?tM24g VVERS GE = -299/186 NOIES lb.eruffi'&wff[f"TJs]*"'MwrKJ gaile s|d ane; catdqrer lefi ad rilhte;peed ; Lunbs DOL=1.a3 p*ae grip ent=i.iO. fl,t" q*.F F"l ds{*r€d to a 10.o p6f fl?n d'dd ftE td nqronqnent witr inyotp 9l lefq io gids(s) b brlss to fuss dnedims. I ly$ "."dy.rt d cornedbn (ty ot eB) of Ilf* Hip_pbr9 ca@e d *,iur<adinj r szrD upmatjdnt E ard 123 b,rpfn dhht B. - gEFt in 6oc) Udefl Udy€r(+) {.19 B-E >,t84 znVcr(IL) {.39 B€ >296 1gOHm(IL) 0.00 E ry'a nla 1-1 1-0 S€b = 'l:11.8 3frMll?0/z ,t' Ji1I Ill" 8.oo FZ B 3xB Mll20= LOADn|G060 TCLL 35.0TCDL 7.OBCU_ 0.0BCDL 7.0 PT.AIE; GRIP Mft20 197t114 Weiglrt 23lbU'IBER TOPCHORD 2XltSpF i65OF t.5EBOTCHORD 2 X6 DF 18@F 1.6EWEBS 2x4spFstud/Std.Except- wl 2x6DF 1800F 1.6E BRAGIl{G TOPCHORD Strucilrd yyood shea0ring direcfy apdi€d or4-{-Sm puflns. BOTCHORD Rigi, cdlhg directty appled or 1GG0 oc brajrE. REACnO{Si 0h/:ize)A = 18/.7tol54D = ls73yMecfianiraltlhx Hoz L .. .._ = l14(hadcase s)I\rax Udift I = i2s(toadcase 5)u = _3sa{badcase 5) FORCES 0b)Itrbximwn Cofipr€ss{m/It admum TensimTOP CHORD A-B = -2f[Tagti &C = {6/32BOTCHORD A.F = -35{15S8 E-F = -3f//1603 D-E = 4fi24B7 WEBS &E = -268li306 &D = -1750/381 GD = -7?Bl ilqIES ILYE: FqE^r-. ; eorph; rF2sft; rcDl=4.2psf;piiul=4.2p€[ cdegdy il; Elp c; eidoscd;rvtwr-Rs gaHe sd aF; cantilm leff an<l r(1hlexpced ; Lmber DOL=1.33 dab grip OO{_=i.33.zr.r nF nrEstEs be€n de6*lned fa a l0.O p6fbofiorn ctErd tE bad rurcornrren wittr iny otnrliveh*. 3) Refer to girder(s) for hFs to tuss@nnodims. 4) Plovide rrectErscd qnectbn (byc,ters) of 5*_9 E3gE pbq capath of xni};tndnd 32s P g{n _a iory e ano 3ar b t+ffi d irint D. - 5) nis hss b degnedha&drttrEewitl tre2003 Intenntiqrd Rs$dentid Code sectixrsRW2-11.1 and R902.10.2 and refieHcedstandardANSUTP| 1. 9l FlarEs{s) or oOEr cqndbri device(s) stEtlbe prwided sufids{ tosx.pport conerfrffiload(€)1^518 b doilrl ad 288 b rp d i-e12,ild 1518fbdownatd 294bWat 2ffmboabn d|ord. T}e cle$grvsd€iibn of suctdnedbn detlcqs) b Ote |€spo.x;itjftyofdtm- 4 In tlE LOAD C.A.SE(S) sedbn, tm(b appfed toneraa oiltF lnEs d6 ned 6funt (Dt back(B). LOADGASqS) Stmcbrd 1) Regulan Lumber Incre6e=1.1S, plab t'i@.*.*1.15 Lkihm LoaG {pf)v6rr A_c={4, A_E:l/t. Dt.E:14Concenhated Loads flb| Vert E:1srSG) F:i51S{D DEFL in (oc) Udef UdVa(LL) {.02 A-E >999 2qVtrflL) -0.03 A-E >999 t€loHorzffl-) -0.00 D rVa nte Scab = 1:16-0 /. \ sPACtt{G 244Pfateslrue@ 1-15Lumber Increce 1.15RepStresslncr yES Code lRC20O3Tpt2OO2 gEF! in (toc) Udefl tJdy€rql|-) {.06 RD >999 2qy.er(4 {.12 BO >s/o 1BOHorz(Il-) {.m C rva Na LOADlllc (psf) TCLL 35.0 TCDL 7.0 BCLL 0.0 BCDL 7-O LUTBER TOPCHORD 2X4 SPF 1650F,I.5FBOT CHORD 2 X 4 SPF 1650F 1.5E BRACING TOPCHORD 5) This buss is (k{lned in accordance with thefls:Tt"ffi%i&s;Hm" $ar|dad ANS|/TP| 1. PIATES GRP Mlf20 197t144 Wet ht 17lb q D Irax Htrz B Max Upfrftc I Iribx Gravc Bn iffii'*ffiT*nsdirectvapprildc '-.*sE(s) BOTCHORD Rigid cealhg dirccdy appned tr iO+0 oc bradng. 2l4lMecfndd 155$fi lOl*edsfoal 225(load case S) -133(load6e 5) {22(loadcas€ 5) 214{badce 1) ass0oadcase 1)g7(load caso 2) FORCS (tb) Mairnm Cornp.Bs$onnlbximm TmsionTOPCHORD A-B = W4 RC = -i51/96 BOTCFORD BO =U0 IOIES }^Xlry: fgEl-.r8; eorph; rF2sn; rcDl=4.2psrffi,?h:ffiffi'#.iffi,*, 9fp{ ; L-no* o,OL=t.33 dare srip ooa=i.Ca. iljll T*.F" F"l d**lned ftr a io.o p6fmnom chqd tive load rnnconorrant witr iny other 9l|*ryj" Sid*("1fs tuss b tnss m.rnc.rons. ::SEIFdy _ttcd cm€dicn (byoeErs) ofmss..ro beairg date capdle dwilrAandnd 133lb utjtft atjdnt C atd 122 h udift atirnl B. lj Ij IiIlYJq lIIlIt, N] IYtl I -1{-0 1{-0 3-11-11 --------;- . 3_11-11 3-11-'t 1 Scalo = l:12.4 .tttat' A a"t a"< .t' $(4 Mllrc= LOAI'IIG (psf) TCLL 35.0 TCDL 7.0 BCLL O.O BCDL 7.O PLATE Gf,dP Mff20 197t114 Weight 12 hUJMBER TOP CHORD 2 X4 SPF 1650F 1.5EBOT CHORD 2 X 4 SPF 1650F 1.5E BRACII'G TOPCHORD Strudwd wmd streatfr€ directy apdied or$11-11 oc udins. BOTCHOfiD Rigid cdling direcry appled or 1GO{ a bradng. REACTIOIIS 0b/da) B= D= Max Florz B= Max Uplift 8= Itlax Grav B= D= FORGES (tb) tvlaximum Cornpressisvldaxirnm TmimTOPCHORD 5) This tcs is d€si(l€d in acmrdance wih thean3 hbmational Rcsirentid Code s€ctbnsP&2.11.1 and R1802.102 ard r*sEedstan@rdANSlfipt 1. LOADCASE(S) Stan&rd llzlrecfE &d 37fi)-+8 2dfrecln'*)aa 169(load case 5) -7l(load@ S)-126(lmdcaso 5) ll7(loadcase 1) 37O(loadcase 1) 63(l@d case 2) A-B&c BOTCHORD&D M'TES 1) Wmd: ASCE 7-98; g0nph; h=25tr; TCDL=4.2pGf;FgDl=a.zpsf: Cdegtry [i Exp C; encted;lvfwFRS gabb erd a|e; canaf6,r,l€fi drd dlhtepoaed : Lurbs DOL=1.33 date Sdp DOLJ.$. :1.:nts Trss.lts Fel d€{*lned tor a r0.0 pdbonom cf|ord fv€ bad rumnorren tminy otrerlive bads- 3) R€ferfo gide(s) tor hss gc tn6s drEctons. 3 Frdrte fiFdE*d cffiHrin (by otEs) of I||* 9 Flils dare_gapabre of wioritadhj 71 buprnatrrntc ard 126hudift atjdntB. - DEFL in (loc) UdeflVsqLL) {.01 B{) >9S9 Ver(IL) {.(I2 B-D >99S l-lor{It.) -O.m C rta Ud2& 180 nla nr1_6{ 2_5_8 1_$11 Fb_, S@le = 1:12.4 I i IIIiIIriq1lj IIj l,lFl IYl1 e.oo I 12 "iYI f lq, IYt-I t/t./, F 3r4Mllfr/z 8.ooF LoADlilc(psf) TCLL 35.0 TCDL 7.O BCLL O.O BCDL 7.0 PI-ATE Mil20 Wet ht 18 tb GRP 197t144 LUTBER TOP CHORD 2 X4 SPF 1650F 1.5EBOT CHORD 2X4 SPF 16MF 1.5EWEBS 2X4SPFStuds6 BRACIT{G TOPCHORD Slrudural lymd sl|eatirE direcfry apdkd s3l1-1 1 oc pudins, qoept srO rixti:*sBOT CHORD Rigi, ceiting direcity appted or tGO{ oc bracirB. 3) Retsr to gider{s) ftr truss b bussdtnedims. 2 ryiS LEdryicd cornectim (by otheB) d f*3 TpLtg_pH.capabb dwilfuancerj 6i !lg{frditr F ild 123 b up|n alirnt B.c, -rns russ b (bdgned b @(kr with thezJOi! |ntemdidEl R6idenfEl Code secfbnsR5q2.11.1 and RB0Z.1O.2 and r€tuI€ncedSBI(bIdANSUTPI 1 ur,ADcASE(Sl StandadREACIIOilS 0t/dze)F= B= tt/hx lbrz B= fira Lbeft B= 137 r€ctEd)d 364e5{ 170(h6d@ S) {t(bad6e S)-12qbad caso S) FORCES 0b)Itiaxirn:m Ccrpresjorfiibxirum TsK*mTOP CHORD A-B = Ut4 &C = -161/0 GO = -3?t3o D-E = -ZO D-F = $963 BOTCHORD &G = -'t7ti3 F€ = -Z1t6T WEBS rc = -10t31 GF = -57t17 NOTES llYI,: fqE^r-s; srph; h=2sn; rcol=,r.2psr t_ffiiffiffil#.9tffiu" 9ff{ ; Lu"t* oOr-=1.33 dab gdp DOL=i.33.zr.r nE U|sfias best designod for a f 0.0 p€fboliom dbrd lve load mmrornml with jry otherlive loads- DEFL in 0oc) Udefl udVqt{LL) .0.m B€ >999 2&vstCIL) {.m Bc >909 tBOHozCfL) {.m F nla nla , _1-6{ 1-6-0 l-1l.11 --=-*; ./NVl,." h{/\l ./ att /' Scde = 1:8.3 8.oo FZ Ji ^( 3r4 Mll20= 1-11-11SPACIIIG 244Plates Incre6e i.15Lur|bslncrease 1.15RepStasslncr yES Code lRC200A/Ipt20O2 9fi'*, ",il o? 3nHV€rfiL) {).00 &D >990rfd-zCIL) {.m C ila Ud 24 180 NA LOADING (pstTCLL 35.0TCOL 7.0BCLL 0.0BCDL 7.O REACTIONS 0b/sia) PLA]ES GFilPMff20 197t144 Webht 7tbLUTIBER ;3?3r3t3 iIisFF;ffiF;SE BRACIT{G TOPCHORD ffi nffiy*ns dircctv apdr'd or BOTCHORD Rigi, aithg diGcdy ryted c lG$O oc trairg. ffi LCIAD CASE(slSta'xbrd B D I\,lax Hm B t\rax Upfift B t\,lax Grfl B Dc 289/G58 l3rilecra*at AnVpr}gdA 1l5(load€se S) -l35(badease 5)-lqbadcase 4i 28g(loadcase t)33(load case 2) 230ed caso 3i FORCES 0b) #TffiRf***wnrmsion Ag = U72&C = &t.t2EOTCHORDBD =ryg lrlOIES ll^{id: Fge_z-gar g&ryh; rF25fl; rcDl4.zpst #.?:=: ?gj cdeeory iliEp c; endqeo;wrKs gaDre.ond zd|e; Bft6/erleffad ri*te4osed ; trnDer OOL=t.eS gaU grip DO1=j.a3.ffi'fiffiffiffiffiff,lffs** 1l [{g.to gdrd1(s) for rws b rniss dnedbns.e, nw(F mectrhid dh€dIt (byotErs) ofl[fi#ffitrffiffiffffif31,^;," € lrus cl r|6 ty?€ R@FTRUSS (4r 3 -2-1-7 2-1-7 I IIIIIII Io,l I "1iIiIIiioJ111to 11-T12 W=1:2.756Mt@li E LoAIDNG(pd) TCLL 35.O TCDL 7.OBCLL 0.0BCDL 7.O PI-AIES Gf,UP Mff20 197t141 Wdght 40tbLUTBER TOP CHORD 2 X 4 SPF I65OF 1.5EBOTGHORD 2X4 SPF 1650F 1.5FWEBS .2 X 4 SpF St,jdstd;Ea€d. wl 2 x 4 SPF 1650F 1.5E l)Ir:nd: 4s9E-7-e8; gornph; h=2sfr ;I LUL{.46f, BCDL=4.&sf; Calegery il; Ep C;encNced; lvfWFRS gaue srO ane; canfifwdr feif #.Tfifl**' * ooL=r.e€ dare eb' ffiffiffiffiffis's 3) Refer to girder{s) fq tuss b t Nconn€clbns. 4 ftovkb nreas*>dsnedion (by offrers) ofm'ffitrH'ffiffi1f*a*ffi p) napw(s) c_otradnedion deucqs) sfdlFryffiffifrffiffiffr;lryn ?{ F-rO,rp"r 2_1G4, 33 b dr/n ;nd 61lb lp.at^ ffi, 33 b doryn and 6t tb qp at s&3,and_130 tb dofln and iZ3 tb up at a+2, ant iJil'ljl*r gn! 1-2q b ,+ d 8+2 m top crErd, and#ffiffiffi#, oevEe(s) is the respo.lsibtily of otlne./, In u|e LO.AD CASE(S) sedion, bads apdied torhe tace of fie tuss are hoaO asfonr fi or Ua* LOADC.ASE(S) Slandad 1) Regdar: Lunber lncrease=.t.15, ptaterru€a6o=1. i5Unitorm LoaG (d0 Vst A-D:84, DE:84, &F:14umcenfabd Leds (lb) Sbrdard vat C={(F:33, 8:331C*_24tF_ q.p: 1 ?l.H: 1n(F +, s#r-c-;iiF=ib,a:1$).F1(F=1, e1) K=5a(F=i6, 8:26) NOIES BRAcT|G TOPCHORD Slrudird wmd sheatjng dirccty apCisd or 6.O0 3b+8ffi ReJceet erd verriF s. Rigit cdtt€ dircdty appled d iGG0 oc bradrg. REACTIONS 0b/da) I = T80lrrecrraricd fi*,*. = 782n0-8 f,*r* = 281(bad*e 5) 5 _36abadcase 5)E = _Zfqbadcase 5i F1ORCES (tb) SFBjB83"*odrribximm rolsim A-B = gn1 RH = &3f%C-H = -7W214 Gl = -e7t57 D-l = $ZnsDE = -11tO DF = -357t21J BOTCHORD B-, = -$Srrc3 G-, = -$az3 GK = -$S1.733F-K = €081733WEBS C'e = ry316GF = -746ftfi .qE+ in (a) Udef tJd .".q_Lrl {.05 F_G >999 2&vs(tl) _0.10 F-G >999 180Hor4rl.) 0.01 F rr'a rta -2-1-7 l4tnp/, Scde = 1:14.4 E t 2-1-7 0-7-1 LOADING (psf) TCLL 35.O TCDL 7.O BCLL O.OBCDL 7,O REACTIO|{S (t/size) B ltax Hm b Max UdftF 6 PtAIEi GRPMft20 197t141 LUMBER TOP CHORD 2 X4 SPF 1650F 1.5EBOTCHORD 2X4SPF 1650F 1.aFWEBS 2X4SPFStud/srt BRAClI{G TOP CHORD Stnrc|l,al wood stEat|ing diEfy apdi{rd c m0c ptnilE, d€pt end verti:ab.BOT CHORI) Rigid ccrlhg dir€cfy ep[ed tr 1O_G0 oc brad]E. itorEs 1) Wnd: ASGE 7-98; gornch: h=25ff: -r_c?La;?f._89-DL=a.2[sf; catesory il ; Exp c;endoced; MVVFRS gade ena ane; cinns* phano. r€rn erycad ; tunbtr DOL=1.33 dab SnpDOL=1.3i1. :lI5 B|s.l-s tr"Tdess,Edfqa 1o.o ps{odbm chord liw load rnnonarwrt with inydterli€lo*- 3) Refertogider(s) fortrus6 to bNconnectbns. 4)eo,i(b nectlanicd ccrredim (by olhers) ofrrss-to b€arig pHe €pabb duiifoandnd 179lb upffl d Fint F atd iA8 h wtff at irr{ eb |4tft atlint B. Weight 26lb FORCES 0b) Elnnm Coapescld/lbximm I eftsionTOPCHORD A-B = OnB B{ = -251lO Gl = -16019 cD = -1MtZ4 DE - gyg DF = 4g2t181 BOTCHORD B+l = -4Sps G-H = -ene. F-G = -O0 WEBS GH = -7t43 C-G = 4p44 D€ = -15fl323 s)nishss b desly:d lnaomrdance with t€eJ^ |nrematorEl Rcsilenlial Code secti:nsKbuz.l1.1 dld R802.i0.2 ard rEfer€ncedslarxrardANSUTP| i_ Plgqfl-s) tr_otter cqr€ctim device(s) shatloe prwided s|fidenl to swpod concenlratedr@o(s) lE |b dolm atd 62 b up d 2_1C4, and 18|beryn and 62 h-|.p. d 2_1Gi m bp ctud, andr.zJ tD doirn and 69 b W d S7-3, and i23 tbg)wn,ad 69 h r.p 6{ $Z_3 m b&m ctErd.I ne oeslgrvsdedion of $cfi d[|eclion(bvice(s) is |he r€sporrtbfily of others. p_rl-trte Lg.ID.CASE(S) qfim, toads apdied brne rae of UF Iruss are noted as fonl (Fi ; backt6). LOADCASqS) Stardard 1) Regifa: Lunb€r lrEr€6e=1.1S, ptare |ncr€ase=1.15 udtum r oads(pf) vertA-D-{4, B-}ta14, G}F14, F€+i4uonentrated Loads 0b)Verr G:247(F=123, ti:tz3y r=ta1r=OZ,8=62| mgMectprtrd4&t/s&8 lz@adcase S) -179(bad case 5){88(load case 5i lb upfffdFtu{ DEFL in (oc) Udef Ltdvs(LI) {.01 B+t >999 2ey.*(E) {.01 B-H >99s 190Hor-z(IL) 0.00 F Na tta | 1G2-12 10-2-12 4x4 Mil2o= 1U2_12 Scale = 1:54.8 1.5x4 Mtt20 ll 1.5x4 Mlt20 tl 1.5(4 Mil20 ll u.tffiutnt 1.5)d Mil20 ii *AMnm// -f 1.5)4 Mil20 lt 1.5)4 M[20 il 1.5x4 Mtt20ll M L 3x4 Mil?)1r 1.5x4 MI20 t l YIoN l.sd Mil20 ll1.*4 Mil20ll 1.5x4 Mtt20 lt 1.5x4 Mtt20ll 1.5x4 Mtt20 il sPACtilc 2+4Plabs Inoeme l.1SLurberlncree i.1SRep Ste6s Incr yES Code lRC2(m/TptzOO2 .D.+_. in (toc) r/defl aJd .":,{:-.r. Na - ila 999rtr4rL) 0.01 K nla nh 2G.S8 LoADll{c (psf)TCLL 35.OTCDL 7.OBCLL o.oBCDL 7.O LUMBER PI.ATES MI20 Weiglrt 124 tb GRIP 197t114 Ig! gllgED 2 x 4 sPF 1a50F 1.5EEut._cttoRD 2 x 4 SPF 1650F 1.5EvrnEXU 2X4SpFShd/Sd BRAC|ltlc TOP CHORD iffiR.* "**'E dits{v apdied or uoo BOTCHORD ffEf"*tn on*r +ofed or to+o oc bradns. 1Ro&atmidpt F-P, E-Q, GO REACnOilS (tUsja) K= P=o= = 247(bad cs€ 6)= 1gg(toadcase n= 1gg(to€dcase 1)= 190(toadcase 7i= 2l8{toadcce li= i99(toadcase Si= 199(toadcase 1i= t9OpoaOcase el= 218(toadcase 1i WEBS Ff-N = -170t197 I-tt = -16d184 .LL = _1z4!1N t{olEs 1) Unt&Eed lot tire l€ds ha\€ beencorr9llsBd br fis deshn ?.lpdj |sc-E_Z-q; sdnph; h=2sftI w,_!=4.zDsf.; BcDL=4.2psfi catespry [; E)9 c;1S*; Wm9 S"bre ena ane; tjrnrerdrdr ffi.Yli*' *uo ool=iss paei'i" P^If Sqts r* wirt t6ds in uE da|e dI9 !e qty Forstuds exposc, bwind IHHSJ- ""*1, see rilrie< .st*rclard c*te ffiffiHffiJf','s ffi" *u*o"tonrns bdtom ct'.d 6) Gatte studs spaced at 2+.O oc/rrrouF r€dwicd qnecfion (by others) of,ffilffiffi"ffiffi ffi LOADCASE{S) Startu Max Grav Po R D T N M L Rs T N M L Max llorz A Max Upfin K R S To N M L Max Grav K -go(load case 4|-l4qbadcase d)-l4qbadcas€ 5)-180(badcase 5i-16a{oadcase 5i-189(Hcase Si-144{load case 6i-lt2(loadcase 6i-160(loadcase 6i-t89(load case 6! 326(badcas6 6t355(load €se Si 116120-58 116/2G5€ 119/2G$8 191t2Gff 19g2G5{ 1902G5{ 218t2G5{ 191t2G5€ 199/2G58 19Cy2G58 2192G'8 = -3gs(toadcase 3) FORCES (tb) ffi 3"6g3tn**".,ntt"-imum rensbn A-B = 4Wn16&C = -Q4t1 = -ntfi4 9-E = -1mt1s7E+ = -116t213 F€ = -11ry18s G+f = -1nh@H-l = -1491@ ra, = -2941121 J-K = 442y14sBOTCHORD A-T = -%BE $T = -94132sR-S = -%1325 GR = -94/32s PQ = -9a€20 GP = -94n25 t{-O = -944325 M+.1 = -34n25L-M = .g4611sK-L = -941325WEBS F-P = -231!O E{ = -1721'166' IIR = -17U196cS = -i66V16s &T = -i7{18s GO = -1t2h61 4x4 Mll20=7-1M 1.$dMtt20ri 5)6Mil20 _1.Sx4 Mil20 t l Scde = l:39.9 I I IIIiIJq 1iIIIIi l",9 To o 1.$d Mtr2o lt SPAOI{G 2+OPlates InsBase i.lst[nbtr Insese 1..15Repste€shro yES cocb lFrc2q)3fipt2oo2 ffi, di ':i 'HUd 999 999 NA LoAIXNG(psf) TCLL 35.0TCDL 7.OBCLL 0.0BCDL 7.0 U'MBER PLATE GRP Mil20 197t144 Weight 83 tb:Y: :llglP 2 x4 sPF 1650F 1.5E lgr._u]r_oRD 2 x 4 SPF 1650F t.5EvrnExii 2X4SpFSlud/Std BRAqire TOPCHORD wffi $,ood stpdtng dilecdy apdbl trao{) BOTCHORD ffiHf*n*r*rapptied or lG.Go oc bradr€.'| Roratridd E_M XEAcItor{: 0b/size) It ax GravK= J=198(loadca6e 1)l9a(loadcee 8i rotrffiffi'[ff#*";["T;s.* n"*t, "* lif*Gi,o*u e"u" p.esstsflraxtnum TsE$m It =#ls :-9 = '124ns1 9-t = '11711M :: = -117t16 r$ = -1nn6 9..H = -i8G/!eS Ff-r = -327t114 EOTCHORD A.P = -rcf241 OtP = -73f241 N,o = -7Jn41 M+,1 = -Tgr241 L-M = -13f241 K-L = -73f24.1 .}K = -73t241 fJ = -7T241 Vl'EBS EJtl = -t61n DN = -113t174 99 ='12'te; Yi = -158/'l7o & =:1ii,1# H., = -15fl170 NOTEi *ffitr#rdsl'avebeen ffiilffi.i#ffi-ffi ffiffiH,ffi*'s ffi *u*"otton -o botbm crnrd 6) GaU€studs s*dat 2+O oc./rrroude fiEctr*ical ofiredim (by o0,ers) cf,*#ffi ffi LOADCASE{S} Stm&d FORCES flb)tr,taxlnnm CoinTOPCFIORD M 981188 9ry1$&8117t1+&8 192/1+&8 19A/1S8€ 194/1$&8192t1*84 198/1$&8 19,V1$&8 €@(badoase 3) N=o= P= L= K= Irrax l{orz f\'lax Udft N=o= P= L= K= ttlax Grav t= M= N=o= P= L= -112(badcase 3)-71(tedcase af-Is8(badcase 5)-l7qtoedcase 5i-16(toadcase 5i-156(bad cas€ 6i-12(badcase 6i-t66(badcase 6i 26qbad case S)240(toad c6e 6i178(loed case 6i201(loadcase 7ilgqbadcase 1il9a(bade 7i2Offload case Si