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HomeMy WebLinkAbout07080033 Resubmittal InfoDATE OF RE-SUBMITTAL: BUILDER RE-SUBMI77AL For Incomplete permit submittals RFCF IUD AUG 2 a 200; I3Y: Name of Reviewer: :C M? sew BUILDER NAM Contact #: ?1l1A - 0`-13 Project Address: i_??l ?IPc I FKWa/ . ?`? ?????? ???tio?? Lot & Subdivision: 6r7a8 C%D3? Comments: -f Re-Review Fees: Residential $138.50 ? Commercial $277.50 ? s/permiis/Forms/Re-Submittal for Review ENCOMPASS NOTEPAD - 08/09/07 NOTE'S FOR.: 07080033 BLDG 1 - PR FACE 1 DATE TIME NOTE TEAT OPERATOR. ---------- -------- -----------(-------------------- -- - - 2COI-08,-09 05:28:59 1. Relabel room noted as _Gnus" No cm-ser such definition as a "Bcnus Rccm". 2. Indicate the cuired concrete wail reinforcement for the basement wall. 3. Provide Engineered truss calculations with a Design Professionals stamp. TOTAL LINES OF NOTES: 6 pl j ? ' CSR-A V Via, Mh5TEx 6A41 - ? `,I4 nw cv¢w: I Y ran ?,? ? -------- aH ? ? (( ?} nxmv ? S1PINiG :F'?IES ?? - © L, 10 : xtri rru? GiLpJJ ux '- ^.'rvrr =nom. - 2x2 Bx-b _ *o scwr _ cnn" - c?mr IP-n6b ..,p='.. y .,02 .y 0 © ® kkli[ TsAiION Qi%W4 tvrr 0 S-rcoNP ri,pCf FI,AN 5(-,A6E: I/H ? .?h101%EI. II: OU W O T 2 ? m LL 0 ? ? rn v J ¢ W z Z J 0 Ir:s U) P:oo O W U- ? W vi z =NO U) N W Mcl) ----- r---------------` , I II F I I I I I I I I u II II 'JJO;? GECC 41 Q'JIWL ? i i - I I I 1 I I .1 I II I I I ! I I ? I I I 19 ?i 1 ? I flIWMON WNL W/?I'¢X I I T II _ II ____.I I T I I v -I I I 7 4 i7- 9F 9J PIER I ! ? I? 13A°XM?Nf I I I I I ? a. I _ I r?c?rtw ELW fLOvP. wig y?'?a Is??' [ II 10/1L Po'V1 5AW brr 4' V152 LEN VAI?GR OPkRF.RCN h" rya Y. VIA ALL PnF W9%'i sfeEL A. (mMIL-ILL VWP. ? 9PiOlM1SNI$7uf10;,,? Hr I 1M511xTP.0[?NRdL ia'd'OCt°L 9JL, n F X,Q Lo I ._ 111 ?I r AvhO NiNifhl'L(A:, ? 17,k' II II - i _ L I I I ?? I Iz IO 29u9A3 I I I LfM'L iPJIIK?e y? ? e /I I I 1 / I I v I I 16X19 mlCry.?/£rsi a'{v "VIA.?Pr$f ? ? /- j I I ? - EHVAJI'TJ _ 106 115 G,?c ? OWN.I'N/4'HLE55 I [ I I h I N' YIEP V:MM' I I I I - fu CJRh,? I M I I P CfJP,WL? ? GAUD I 9".:cncr?n: `zn9 rtxre w/ ? lo/ loW.wr. E'INV, cNe rc,E. 1 - w'AJI)bu vmcknru?se In -" I I ?" = wnv/cnRrwalx's?a.l. avrx - wlns,xa+m w.nu.L C:mwrcno sm.. ___ " VRLS EEV/E FOR FUHVAnIX P. E, F, L, H 81 I I I rf?? ------------------------- ------- -- r ---------------------- _ _- ?s° Exc1 uox: rcx FEe/nnrw c. E. F, q e ? I 19AYlAI R A r L' A I CI A I.inl 11 1-c?-I- .Li nFMh VvlYk9S - IU^ ihL .v^ t9i7F U) W `. E O Z, ON v) o Lu _ J 0 UJ I- U) LU Q p Lucn- Z = NCc ? TO PERFORM.` MiTek Industries, Inc. 14515 Nonh Outer Forty Onve Suite 300 Chesterfeld, MO 63017-5746 Re: 3212 WESTPORT-3212 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supev based on the parameters provided by Hall & House Lumber Co. inc.. Pages or sheets covered by this seal: 112583026 thru 112583054 My license renewal date for the state of Indiana is JULY 31, 2008. ``\`OPJcN'n7tF ry??. ` .' PtiGISTEgFO No.609202 66 9 '? '• STATE OF i 2 tP, August 8,2007 Fos. Steve The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss Components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. Job IPJ55 Tmss Type ON Ply t_„ N,TPORT-321, ` 13212 GE01 GAELE 1 1125830g6 Jcb Rose'... 'lignall FinLL AND HOUSE LUMBER CO, WESTFIELp IN. 41K14 6.N)C, s 4p- 2 2DO7 CM1ITex Irdusbies, inc_ Wed Aug D3 C5:17, 2 1 24 Mllr)Il . Scala = r10 2,1 MII2A / 2 I xm - -?1 I I 2.a 9ezal 4-1Pd 2aa Ml 20 BUD.] 4-to-o LDApiNG (psf) TOLL 20.0 SPACING 2-40 CSI DEFL In Ebel lichen Vd PLATES GRIP (Root 3"Ow=200) plates Increase 1.15 TC 0.08 Ver4L1,) -000 1 n.? 180 Mr120 197A,14 TCDL 10.0 Lumoer Ine 1.15 BC 0.06 V€r4TL) -0.00 1 nfr 120 BCLL RO Rep Slrass Iner NO NB 004 HOR(TL0UP 5 nla n1a BCO! 1 0.0 Code IRC2003RPI2002 ;Marro) Welgbt: 19 to ' LUMBER BRACING TOP CHORD z X 4 SYF 1,10.2 TOP CHORD Sio lural wvea sheathing direclly applied or 4-10-0 ac purlins, HOT CHORD 2 X 4 SYF No.2 end var:icals. WEBS 2 X d SPF No.3 BOT CIIORO Rigid ceiling directly api li=_d or 160-p a, bracing. OTHERS 2 X 4 SPF Nd3 - REACTIONS (mrail 5=4514-10.0, 2=165;1-1n-0, 5=224!4-1o-0 Md. Hor4=dgi LC 4) hlas lJplil5=6(LC 5), 2- 4GCLC 3j, S?-32(LC 5) FORCES (1h) - Maximum Compress{onlMaw3mum Tensing TCF CHORD 1-2-0117, 2-3=-4Q;Ze 34=-24152, 4.5=-gb(11 30T CHORD 2-5=-10/13, 5.6=40!13 WE E5 &6=-1 53162 NOTES 1)1?ind. ASCE 02 9)mphl h=2511; TCDL=50psP 13CDL=50ps1 Category 11 17, 0, arclancri 1.1WFRS gatte end zone' canllleve: left and right a posed end vertical led and tlght a uos d; le l r DOL=1,33 plate grip DOL=1,J_a. 2ITN s desg9ni for wind bads In the play of the bass only. dr studs exposed. td wind (mortal to the lase), see Slaadard lad try Ga e //? "4C - nd Delails as iiii c consult quallbed building d.dn r a- par ANSETPI 1-2002, 3)TCLL ASCE 102 1=230 "I (gat roc', snow] Calagmy' 11- p a, Fully Esp, Ct= 1 4) This buds has been checked '.or ardfdnn snow load only, except as noted. 5) This truss nas been Qesigned ter greater of rocf rive loci of 159 F4 or 1,00 limes flat roof lead of 200 Err no owerhan3s n prvcancunent wiln other five Inks, I 6) This Wss has been designed for a 10A psi bottom char] pve -:.ad ndnndrearrenl wAir any other live loads. 7) This buss requires plate inspeelion per 111? Tooth Court Method when this Um BS is chosen rof qualily assuridn" irst ieo. B) Gable a caritaunino chord bearing B)Cable slats Spaced 2-1.0 do ICE pmvida nmishiti l connealton (by others) of notes b: bearing plate Capable o) wilhstanding 5 Ib JPlbt at loin 5, 46 1b upllg p?`?[' 3„•rrJ.,, ??. 4 • ` 32 Ib uplift at iolnt 3. ?Gt°T CRep 11) Its bass is eesl3ned in accadanne won the 2,003 In tarn, lion.! Residential Code sections R502.11.1 and RE02, 10.2 and ra?6rencav rf? ', slardard PNSITpI i. - - Nc.60Q20266 t LOAD CASE(S) Slsadard - ?•. STATE OF 'Ain qs, J S `ii J`; J'Ir - +rtnliltlcl ? - AogIT si ,;2007 267 a ,.,d L RN3Aro-V NY 19 P? MREAlIIiOTE30N M xti rrv¢ rr FERE 5P46E.Mff T493 E%fdRE L--. Nil L 3 Id f I, all Ili' rh d p b ...d _4 'p P as I r dl 'd - "2 P .ell ra [¢ " cl i P Fa t d ,0'. P W t l ? W Lnly 1 6 d G tl k f d l C d M1 n 1 w71 ol,a}Ixy1 1 d. ii I b - wily h tll I t F" b a d u e nlobily d jog .I I' m e billy I :n MIll End1 I P 1 L na the II I r 11 - V -6MI bBSS -gran Fa go A e'lJ e D 9 a f N 1 Pu off t op deL - 1 d b,,Q Rti11n C l C ,I",. r v ¢nd eC4n e.pdna Ccrnponenl 1451 x C ,!:r Forty. Sd., axaa S¢kly Inrerme. on ova kh'E from ]r.: late n.laule ?K J'CI%=1no are. I.Ia S:cn 11 5,713. Gnes.ell'¢p, M. 63.11 job Tmss Truss TYoe qlp 'N N.ESTF-F.7-a2i2 H 25E 3M7 ?212 GJG2 CASL' 1 R.Ifecrusso OIcnal HALL -.ND HOUSE LI-WER CC, WESTEIE?D IN. 407< 5 X s Apr 3 2007 Midek IFAUSIFres, Inc V.o,f Aug 03 C9.'7:, c5-C 4.5 .0 N IAlle? 2 a00 42 2x4 MIRfI% 2r4 14112Ai 2nl Mill & NFO S1M16 LOACING (psfl SPACING 2-0-0 CSI DEFL In (lot) pder L!d PLATES GRIP 77LL 2(i (Roof Stox'=20rJf plates Incease 1,15 TIC 0.35 Verhi-L) We We 999 MII2C 197114A T]DL 10.0 Lumber Increase 1.15 BC 0.15 Vert(TL) n;a n/a 9gD Rep Stress nor NO - W-3 005 Hurz IT L) r'_00 3 ade na d--DL 1C,0 Code IR02, 0371`12002 {6l3lrlx7 YJeignt 20 id LUM3ER BRACING TOP CHORD2 X - SYP \'09 TOP CHORD Stui,tsal wocd sheathing directly applied c( E-0-C oc purl'ms. JOT PII X. 4 SYP No2 DDT CHORD Rgi] cailing direelly applied or 50-0-0 ac handing, - OTHERS 2 F 4 SPF Not REACTIONS (ih/size) 1-15(v'3-1C-0 , 3=159/0.10-0, 4=2950-1G-6 Max Hord=-1e(LC $) Max Cplist=-Xti-C 7)• 3=23(t.C 81, 4=1(LC 7) Max Grat4=205(LC 2). 3=205(!-C 3), 4=2e5(LC 1) FORCES III - Maximum I33da ressbrvMaximurr, Tension TOP CHORD 12-876=, 2-3=-87131 DOT CHORD IA=0128, 3.4=0128 WEBS 2-4--2001-8 NOTES 1)WY,d ASCB 70290mpq; il25f1 TW_=50ps- BCDL=SOpsf, Dategcry II- Eye Br eric,ase6 MWFRS gable and zone canBlavar lair snd right exposed entl r-cal is sad right espoyed. Lumber DDL-1.3 plaid gap DOL=123. 2)TSCss tlesigr d NF wind loads In lbe slaoe of t€•e truss only. For ,lad3 deposed to wind (normal !o the face) see Standard mduslry e End Derail as applic-ble, 0 11 qualified building designer as per ANSI,TPI 1.2002. 33 rCLL A5CE 7-D2: Pf 20.0 P.. 10at goof snmv6' Category 11: 6 p B. Fully Eta; Cl- 1 4)Unbaiaared s.sw fossil have been COrisldaad for this design, 5) This Lys, has been 4ah,r,,s a IO.D psf boltom chord II load noaaon,,na,A with any other Ilve loads. - 67 This truss requires Plate inypeuien per the Turn Coeril Melhad when [his fray, is chosen for quafly assurance inspection. T) Geble residues COnGnvodz bOltom chord beanng_ 5) Gable sissy spaced al 2-0-0 x 9)Frcvltle machanical connection (by olhers) of truss to Bearing -plate capeale of wildslanding 30 ib uplift If joinl i, 33 If adift at jnic{1Lj61apip!>{Ihq S IP apll,t at loin) 4. KSN ???G(J >v, fi T7i? ?? r? ff i f1)This buss is deslpned In accordance with [Ile 2003 Internailonal Resitlenlial Cade sections R532.N.1 and R802.10V and rater rsgY• •,. ••• ?. standard ANSIT I 1_ , LISTER ; • P O'. LOAD C.L$E(5) $IantlarC No. 6092i:266 r' NP ? ?? '• J01 , : •e A 'S N? `• A„ SIo ra A L E .` ? 111??L 7T'`/ri p u n u August 8,20-D' `j t{wrtvrm. Ny '9, pu a H, si rnrsa uu re d cLUne rlrsx ,!ers B ]n _ . a4 f in n 5 H ,,awe dd b up&ri ne g - N- Ih Me k- s 9 b F/ ' rshOg ?' l , f AFPI 9151 d - d p p f t p ib11 1 t. k. 3 riso ,3II 8,II g Mwt'. ' d sm t to I r tt -1 d 'eel q 1, Add1 i 1 p m n , duM[: 1 I: , bt, c1 1F Mire k 'i 1 ayn p., t Ga v r u t - p fl bWla . 9 d.i5- rcr Iri 'tl- ce acrd ny .?.........-.? I d l Q -W A ?¢' D55 41h and dCSl1 6oldine Component m n ? ? N 14515 N_ onto Faay 5,1, ppe So let/ Infor b ovidi fan, .... Male lnlE-,le 3e Ulf?1 o on- ry=as .-, 5. , chest•ReIC, 1 `3011 2o9T a bb ' Truss Tnuss Type Qty I '..EST1ORT-3242 1 n25a o'a 32ti GE03 A?IC 1 kb Refenerce f HALL AND HOUSE '_UsAi CD., WESTFIELD I.J. 4SC74 6.5,, s A., 2 200, hTTxk 6rdusirias, ILp. Wed Aug GB 09;1],3 I -R0.ND 22-00 -&5A-1-0. 3bL J ]=A 63g 4"? L 11-- ¢:?- 21 c021 10 24-IFz 4-? 1 9-rte a?,e ?_ a. 23-: Gi'o 3512 1S7 2-&1d 3;-a 3 a 2e 13 13' 1&12 0.0.1C 234 r 0-10 4,4 Wit 4xe M112' G15 4 5 6 one p 4Y8 M112r 3 - s 9 a Mf120- 13 '1 . ? 11 /l 15,t u12011 l l 3x M112611 ' U is 15 14 13 12 3r6 Well 7r6 39120= CA li ]x6 M1120`[E6 MI[2dl 5n6 M112-311 '16 MI12dl s 3112 Is 14 21-7-5 P-11li l-Pfi 13.12 141;-4 3-3-12 1-7-15 IFlate Offs€ta {X_1')12.0i?_Edye7`[t O:G-3-a Eckel 113:03-00-4-121 115.0.1004 -121 LOADING (p,O SPACING 2-0-0 GSl Di in V c) tided Vd PLATES GRIP TOLL 20.0 Plates Increase 5.15 TO (.50 VSrtLLL) -0,21 13-15 199E 360 MII20 1971144 D Bnwr= . (Pref Lum Ser' Increase 1.15 Be 0.98 Very Tit) -0.29 12-15 166E 240 J 0 TCCD L I JA I Stress Inc, YES W8 0,e7 HegiTL) G,Ot 12 nla 0a 9 Z'_L G.0 Code IRC2003.YPI2004 {Malda) Weight, 223 lb 9C]L 1{)_0 LUMBER BRACING TOP CHOR02 X 4 SYP No _2 TOP CHORD Slemlurel wood S11eathtng JIVelly applied or 6-OX ne pedlars, e BOT CHORD P X 10 SYP DEC end vardcals. 1.999 2 X 4 SPF N0.3 'Escep:' DOT CHORD Rigid ceiling direcgy appped or 5-0-0 oc bradnp. 4-E 2 X 4 SYP No.2 WEBS 1 Ron at old,- 3 15, Ul 2-16, 10-12 OTHERS 2 X 4 SHE N. 3 j( l 1 B(a0a at Jl(0): 17, -,a. "$ REACTIONS' (Ib/Slzei 18=1594;0-3-0, 1 2=1 5 9410-OA Mae HPr415--31T(LC 5) Max UpII02=-41(LC 7). 12=41(LC 8) Mac GraNE=1629(LC 2), 12-1829(LC 3) FORCES (ib) - Maximum Cmdpress1011M2.ri Tension TOP C;I OQi 1-2=O.r60, 2-3=-10]757, 3-4=-1030#111. 4 5=-89 311130, 7-8=-898ryg0, &9=-tG30;111, 9.10=1037137, 10-11-GeW 2-15=-21271105, 10.12=21271105, E-6=701/130, 6-7-701020 BOT CtiOR? 16-259276, 14.15=-16L7130, 1114=dOL760, 12-13 68 wa 14=. O RP9). BS 4--22 1=-408105, 13-21 iii 1T-19=-39318, 1o-22=-398A9, 9-e2=40E 18s. 75-21 WE , 1T-18 3-20=-25C22B, 1&23=-25T255, 423=-2601228, 61T=-151/;°, 2-15=-12 e:1514, 141?=-12817514, 5-16=29,'205, 7-t9= 29I205, 2021-27122. 22=2i=26122 1 NOTES 11 Wind: -SCE 7.02; 9Cmph: h=25ft; TCDL=S,Opsf: sel) ,0psf; Caodary II: Exp 9, enclosed: Ml gable and zone; panglever left and right exacseC : and v0 ical lest and iignt exposed; Lumber DOL-Ta3 plate trip DOL=E23. 2)Tmss di ig0xd for wind loads in the plane of the os on W. Far studs exposed 1o w'md (rormal la the Facx). sex Standard Industry Cable End Details as ayplicai or deroult qualiaed building designer as per ANSVrPI 1-2002. / t Category Ex p D; Fully Exx; CH 1 ?!!! l root v) l!`G1? Yx1? lr Z h s e ^ ? , 41 ` Unbalaced mao load, ave corstdered far design Je l C ' 5)This :ross ha; been designed for greater of mail roof use bad of 20A Lsf m 190 times gal root load of 20.0 psf on ccere gs J ?ST69 r ? FO., non-c.1.1not with other live leads. ; ? G • B) Provide adequate drainage I. prevent odd, poldme. ? -_ ;)This truss has beer, designed for a 1C0 psf bottom chord live load ncuconcureui with any cthar live loads, fJe. 60921 j All plates o;e 2x4 Mi12G unless oihenvise indicated- - - 9)Tllfs dL3S requires plate inspacpon per me Team Ccant Meihod when thin truss is chosen for qualify assurenpe Insl v = • 10) Gable sleds spaced at 24s-0 cc. - -C = STATE 07 4 11)CeilinP dead load ISU psf) on TamberlsJ. 3-4. 99, 4-21, 1321. 1T-18, 1]-19, 19-22„8-Z2 G'90 •'., ,N ar'' k, - N D ? - ; 1A 12}9511om ^_hord pie load 1.0 pelt' and eddlganal bottom chord dead Ii ().C psl) apphetl only Ic room- 13.15 ? w' \` ` /Np?IStln(n AL ?4'1C vvA? ',2)P[o Llde mephanlcal conaeolion (sy others) of truss to bearing plan, capable of withstanding 41 It uplift at Joint 16 and 41 Ib l O lvll/f 12, t Y"N i 11r[I I IAl 14)T11is VosS is designed in accoreprce with the 2[03 Intnmalioaal ResidaL Code sections P,502.11.1 and RE02, 10.2 and relere lcxtl standa[d A.NSIITPI 1. August 8,200 Y CDm,,,.d on Pape 2 '00' e eepl Y,xs yam y pu.um a aRuAn nM sox rllis A.ro fxLLVOSO.1r•rFx .ibF&RLxcEP GE Vr19a9adEPOA6USE. Og. old 1 r, N ek IrF i d 6 s t ?as< L p P 1 Few d d I InAd g F ol. T rl o-av IX d", n p x M1 :>f A re PM N Y be4Ylrg e 2 1 to - d a:lel. B g C'.vn r, r p?p.?.. I- hleo: Ippcn o 4,dvo of -, rr<mha alp hdE:wrol fercaduf hm n5 1a in Urr1y tllting mot Clan n Ta r p nablluy pf in MITe R• nectar. hdlvlioaol x en1 b:- 11 IT' .-I IIII, h Ire r= ;blot' of the bu1lFg 6?A9nar. Far ge,rel gabance segalcng ...-A IasC=In., C A / '1 1 fitt d ins" Cr! I'. - cn,a_i. g .TidR11 O" f-r Cnlell¢. n59 s, an3 6[511 Amldi.g C.aix a it = . 1[51` N, num, L 03?0. S" ex *-'M Salary 1nfaIT.' navnble rra TIJU Ktal M11 !, 531 OOnord ]- mSi;on IT 531W .a0esleohoM. 610 B 7 2mi Job Truss Tyce 1J dr_STPORT-3212 I A 7 112 3212 GE]9 G BLE OAR 1 Jce Reade ne n iiunelt :'ILL AND HOUSE LUMBER CO., WESTFIELC IN'. 4E074 6.503 s Ap 2 23G7 Nurak Ir?dislrlas, Ina. Wed Arm R' 03.1T. ?G a4C 0.o a40 2r4 1,111201 Scale 198. 2x9 A1112C, E ado h2 2x- Mill 5 / 2vS 1,111,131 4 / a,6 4.1112C- 2 / 11 1 ft f1 1 ? 1 f f X11 1 1 1 1 15 10 B i p h4 PJWJI 2x4 1 :.4 M1123111 5,4 MI[2P tae M112AI 6.4C_ 54C LOANING IPsI) SPACING 2-00 CS! GEFL In Ill Ifdefl L/d PLATES GRIP TOLL 29.0 plates Increasc 1.15 T(; 0,91 VedfLL) -0.91 1 nor lBP MII20 19711144 (Roof Snow=00) Lumoer Increase 115 BC C:A Vei(TL1 -001 1-'e nn 120 TOOL 1 1 a Rep Stress Inc, NO WB 029 Hcr=(TL) -0,00 T nle 11. BULL 0 .0 Cnde IRC 20P?fTP12002 lydatrixl Wfaghl' 04 lb BCCL_ 100 LUMBER BRACING TOP CHORC2 X 4 SYP No.2 TO? ELF]i SVUdlural wootl shealhind di,eclly Uplied cur It oc dr Aiiis, SOT CHORC-2 X 4 SYP Nat no verticals. %NEBS 2 X 4 SPF No 3 'Except' ROT CHORD Rigid calling di:eclly a pplied or 10.0.0 oc bracing, B-7 2 X 4 SYP Na,2 WEBS 1 Row or ini ipt E-%, 5-E, 4-9 CTHERS 2 X 4 SPF Ne.3 'Except' 5.8 2 X 4 SYP Fli REACTIONS Ilbl=.iaa) 11mlit q (=581&4q IwVbIJ-4-0, 9=15ftl 10=164rR.40 Max Hn,z11=313(LC 6) Maa Upllf11=123(LC 3), 7- 21(LC -5). 6=56(LC 5), 9=atd(LC' S). 10=-737rLU 5) May Gledi=75WLC 5), ?-6B(L(: 1),- 6-172(L] S), 9-156(LC 1), 10=15T(LC 3) FORCES (lb) - W.irnum Cd;.,uo sionlMaAamum Tension. TUE. CHORD 2-11--750 11 3 2, 1.2=0/41, 23=-19E134, 2 4-15V36, 45=-RBr27, 5-o=E0,210, f- =-IJl29 ROT CHORD 10.111=-256.r4b. R-10=01), 9 9=310, ]-8=0,g WEBS 5-fl=d 28!80, 4-9=-119l 3-10=-11EI52, 2-10=13W 55 ' am'' NOTES -/ l ?-- 5; Wnd; ASCE TOZ 00mph: h=2511; TCOL=5.0psf SCO'_ 5.Cxsf; Catelpt it: Epp B, endosed, MWFRS cable and zand d,ir lever 1alt ?' f,?/ exposed ; end vemcal Ieh exposed, Lumber GO1 =1 ?3 flare gap GOL=1.33. "" ?_// ?? 2}7russ designed for wind leads In Te plane of the Imss only. For studs caprice tc wind (normal to Vie face), see Standard Industry Gable End Oetalts as ap dfcabld. or -ai qualified builtlMg designer as per ANSVCPI 1-2002 3)TCLL: ASCE 1-02; Pia@0.0 par c(gat fact stil ll' Galegou 111 Exp B. Fully F.,., CL= 1 I)Thls buss hiss been checked for cnilorm snow load only, except as notea- 5) This truss has been designed for greatef of rain moo live load of 16.o psf or 1.00 times Ilat pact load of 29.0 ti ca overhangs leads. tle l l I) yy G)Thub load hut been dett;,red A 13,0 pit bottom count IIYe Iwil rar=ncurpim with d.1y other Eye Icact ?CAJF FC ? lT?? OThis truss requires plate inspecion per tae Tooth Count fie Lhdd when this truss 1s chosen ter qualily assurance inspection- S) gable requirea Prithrr ra. 9o1tom cord beano. . Cj157 ?/;` ., Y) Tress io be tuhy sheathed from one face or seua ly braced against laleral bro.ai To - diagonal web). . • • T _ 10J Gable aieds spaced at 2-0 0 oc- i•JJ'.. j "i2L'266 •; Z 11)ProNde mechanical connl on (by others) or muss to beertnd plate eapaele of withslendlag 122 B upllf0 at joint 11, 21 Il rpliR; at iamt ]. 5U Ib ii at Joint e, 60 It uplift at jynt $ and 73T lb dii at print 10. 12)Tltis tines L designed in accordance with the 2005 Inlemelbral tesidcntial Cods se:tions 8502,11 .1 and 8502.102 and rP'eria8c9tl STATE OF •• v "' standard- AN51(TPI 1. , ? C '•LNDINP,: 4 . . / lOAO CASE(S) SlaudaN ........... v? 0 N `/?i $ ?z Jx (ONAL ? ' Ty 1111fH1H ,itri August 8;2001 2007 A cepl EMEREEZIESS; w. p rw t d%AO NOT..., Ms.1N JWe VlMITER R Jfibl PAGE Mr Y4T3&el n-,, b t 'y 'tn %k :as TN de Ip boil M i- p I- T d 1 n d k;Nl L'IS a my I. spf for cidol of ?4 ( Pa A Idiwl b d p? be r N Addlir I } L::aCo 1 N ?ebAo II fur r eoot tia-i d? re _ e'ep bdr 1 Ili PATek ..ebc 4d31arml c yen! b.eO, r. L, o ercg druc', xd Ih_ r?spon.xly 1 IF.e b,ldteg de.yTre, E, F,,wol ®iidore mpsdirf ._?•••_ 1,lxcaticn. gadlii -ir-L sior_ye, tleYenv. eraallan and drachve. c"LANSpRIt ?:a14 Lill, PER 8? end BCR: IAdNp Lomponenl lest. N Oecer Faey. Ethic *1 11 Soiofy Inlormoll- oralloEle 5pm -'t, Plot= Imlkofa. 563 O'Ooofrlo 1hv Mc21em WI E621v, Iii,cri,lC, 100 E3017 J^_G Tmas Toss Ti,. CN .'N STPOR S212 Yrd 1125E303Fi 3212 GE05 ?GASL= 1 1 Job Reference o liens! HALL ANE FAVSE LUMBER CC.. V STFIE'_E IN. 46074 2,500 s Apr 2 200: rM1Tcz Incurhiec_ 1. 'Acd Aug C3 011 IS 1-0-0 I o65Z 1346 _tY 1b0 381 % 6H13 Ss": s cat _ '¢4. 4,1 MII2tP 4 a w RE 3x4 L1112CII ' 2x4 6siNcl, 'i 9 3x3 M112? 2x4 Fa Vall .2x4 Mi 2x4 Mill ax4 Mill 11_18 11.-1.0 LOADING(psf) SPACING 2-0-6 CSI DEED in Iloc) I/de0 L.'d PLATES GRIP TCLL 240 Plates 19]rease 1,15 TC 0.32 VAni -0.06 7 nlr :83 1111120 1V] 144 (Rod; 511w=2C, 0) Lumber ai,n are 1.14 BC 0.15 Vdn(TL) 0,01 - nlr 12] r TCDf 10C Rep Stress Incr NO ,ya 0,09 E;nrz(TLI 000 6 n/a n1a BCLL on Code IRC20031TPI20o2 (Matrix} Weight 40 Is BCDL 160 LUMBER BRACING TOP CHORD 2 X 4 SYo No.2 TOP CHORD S Tlcwral wood sheathing 611601, applied or b-0 n ac Phan,. 90l' Cli 2 X 4 SY7 Ell BOf' CHORD Rigid telling dlrectI, coplied or G (VT oa tac1176. OTHERS 2 X S SPP Nob REACTIONS (I bls ize) 2-216'13.1.13, 6=216113.1-8, q--22/111-8, 11!=360/11t-B, B=38011?-1-8 Max Hor4-30(EC 5) Use, Dpn2=-55(LC 71, 6=.-13(i 8), 0=-2!JLC 41, 1D=-591LC 7;, E=-59(LC 8) Max GrarY=296(LC 2), 6=296(LC 3), 9=30(LC 8), 10-497(LC 21, 8-497(LC 3) OORCPS (id) - Maximum CampresSlonRd axfmmn Tension TCF CHORD b2=0124, 2-3=-59,'fi6. 3-4-oli52, 4-5=-51151, 5-6=59!58, 6-7=0125 9OT CHORD 2-10=-1 p1, 9.10=-1131, 9-9=-1I'dt, 53=-1131 WEBS 4-9=-23115. 5-10=-373/95, 5.6=,573,95 NOTES , 1) Wind: ASCE 7-02; 90mph; 1,=25f!, TCDL=5Lps1: BCDL=5.0i>sf, Category 11: Fix, B', endcsad; N.WPRS Sshl° end zone', arablever hilt and righl exposed ; are vertical left and right exposed; Lumber Di 33 plate grip ODL=1 3S. I 2) Tmss desgned ids wind loads in the plane d the bass enly- For scuds exposed fo vord (Ae'ri'al to the face), see Slandard ushy Ga End Dotard as aFOGcable, or consuls qugli nui cling designer as per ANSf/TPl 1-2002. 1 3) TCLL ASCE 7-b2; Pf=26.0 gsf (flat roof s csg Category III Exp B; Fully Exp.; C1= 1 4)Unbalaneed snore (cads Lave t=en c naldered for this design. 5) This truss has oeen designed for greater or min mor Irve load of 13-0 psf or 1 00 nines gat roof load Cr 20,6 psl nn overhangs non-concurrent wlul enter live loads. 0)This truss has bean designed tar a 10.0 psl hone, erdrd IOA load nraddr rrenl wiPi any ot her live loads. T)TNa truss requires plate inspedio:r per she Too;n Count MrAtiod '.vhen ;his Vdds. is chosen fu unti ly assaradde ipspat110e, a i r , cm caortl bearing. n . Iii ria-lm? 11T1 ? tiyz 0 at 2 0 ran 91 Oah1o Ends spi'v" V ? E F `, G b -F i 10)Provide mechanical connection (by Whets) of truss to pouring plate capable of wj"idondiog E5 Ib uplii at Ic1n1 2. 5C lb upfifl ?itlf .[3.•lu.., + ? Ib uplllt at joint 9, 59 II, upllg at joint 10 snd 50 M uplift at joint B. ? . G1?T ?R ' - • ? F 11) This mss is designed in atrodnance With the 2003 International Re=i3enlial Code sedlcns 85 02,11,1 and RW2.10.2 end Fegr ? •. ari P sler-al AN'BI/TPI i- - - ;• IJ a. 6G420268 - LOAD CA5EIS) 6lendard - - - STATEOF ? aNP .• h yO ••'•: N 7 ? ? .c r 1 August 8,200 2D37 3 AWAa.. ,ry4 g p. tm nAE1D M]res on rWS1.[inix(LLDEO nn rEIL AFiS RE\i'Bea EMR 73 F r g A I IV dh FNT k d. Tr ii g d d V p n P t hex d - m d I- -U1 ,d p ' 1,n 'M' If 4 L- d a a -,%r, 1 a t r M ffil b,dd y , tl q, sig M n 1,?R I? I 11 ?I ' d .d I h ti n d: n mF p 1 - x- -g eo 1 in duty e. in MIr?.?6 1 3cl F if 6 g f- 3 hu t In F- 'Nf h 11ing d 9 w g ?rrvufl g d ce p 1, Lon -w Ity 1 - g J f p 0 bat g Ab3lli II D fly C.t do, iii A. ohs W511 a Ildng Ccioponenl Isere J out-' For, soil 4? solery Inlo,mcl on we WOe hen Trws FK_ Inrti 583 rr0a,inc Of, raotl:cr W 3119. c JUe. Fo IsC17 ?d Iriss Truss Type OIY Fly A• STPCR7-3212 _ (1233) 31 3212 GE38 CABLE - 1 J00 Refi atl,LnLizI FALL AND HOUSE LUMBER CO., VIEST11ElO IN. 46074 6,SC0 s Apr 2 2007 Uffink In11rILSS, Inc. Wad Aug W 03:179 .5?C0 11?.3 i ?fi S3 1--0-D 1a2-6 112.3 Stele ? T5 Sts Mi12G 12 fib 13 EEC 1a % ? 14 g 13 ins Mllzrl% / - ® Ifi 3,2 M112P 17 :e 7? i 6 5 19 20 21 2 ji e l 3x9 M1125' 41 4a 39 39 97 36 35 34 93 2 31 2C 29 22 21 26 25 24 23 6a6 M112? 5e8 141Qr? 5x3 V112- 3E 96 650 Plate Gtlsels 130 0.3-0,'1041,_[34:0-3-00-441 LOADING(ps0 SPACING 2404) C5i DEFL in Nod) II LRJ PLATES GRIP TCLL 20.0 Plates Iwrease F 15 TC U 11 Verl(L'_] -U.Cg 1 n!r 180 (.11120 137!144 (Roof Snow=20.0) Lumbar Increase 1.15 eB 0.04 Verijir) -O.CO 1 n!r 120 TGDL 10-10 Rep Spiess Incr NO VJE 0.10 22 n/a nib Hae(TI) 001 13CLL 04) Code IRC2003,7PI2002 (Maldx) Weigh) 207 IL 13COL 104) LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 lop CHGR^ Strueturai wood sheathing clreslly Applied or 1340-0 oC pudins. EST CH!SRD 2 X 4 SYP Not BOT GHDRC R171c telling directly bullied or 103,0 oc Wecing. OTHERS 2 X 4 SPF Np.3 WEBS 1 Row et I'lidol 12-32, 1133, 1171 REACTIONS (Iblsizal 2=156136-5-0, 3Z=1451364-0, 33=1 5 913 8-5-0, 35=16W36-6-0, 36=160138.5.0, 57-16336-5-0, 3 5=1 60138-5,0, 39=181/395-0, 41-157'35-5-0. 11=17136 SO, 31=158/36-5-0, 29-iEIMS-5-0, 21B=160r36-5-q 27=160!36-5-0, 26=159/36-5-0, Z5=162135-5-0, 24=15Cf365-0, 23-193136-5-0. 22=78133.5.0 Max Hor4-106(LC 0 Max Pali 5), 33=211,IC 7), 35=41(LC 7). 36=37(LC Tr, 37=-37(LC 7). 35=371LC 7), 39=27(1L 7), 4-09(LC 7), 4t=32(LC ]), 31--25(LC 5). 29=42(LC 8), 28=.36ILC P), 27--37(LC E), '26=37(EC 8), 25=-7E(LG 9), 24-3577 131, 23=4T(LC 8) Max Grlt,@=2331LC 2), 32=WTC 1i, 33-219(L2 '2). 55=213(1.0 2), 38-213(LC 2), 37=213(LG 2), 38=213(LC 2), 39=2140 C 2), 40=210(1-C 21 , 41=22F_(LC 2), 31=219(1C 31 , 21)=Z13(I.C 3). 26=2130-C 3), 27-2140.) 3). 26=2130.) 3), 3I 25=21](LC 3). 2,e-2(1(LC 3), 23=253(1p 3l, 22-131 FORGES - MaximNin g M1es-ainu !mum 38Te -7 - TOP CHORD RO 1-2=0!M 313, 23=-143130., 3-4.4. 45 -5=]2r49, 5b=-59.B1, 6-7=-39.r65, e-9=-5x99, 9.9=-56i115. g-10=-537137. 1)-11=54119 11-12=-56r131, 12-13=66!176, 13-14=-541147, 1 4-1 5-5 47 11 1, 11341 8=5 4 /1 3, 1134iZ=-5n154. 57-18=-8130, 18.19I, 1320=53124, 2021=70!22, 21-22=-109P33 EDT CHORD 241=01110. 40.11=1LI 39-40=0114),3&%=01110, 37-38=01110, 3637 ef(110, 35-35=0,110, 34x5zai 33-34=1J/Std, 32.33-01110: 31-32=01110, 30-31=0!139, 2Sef (11(0, 28-29-0111,3, 27-e3=1110, 2927=0/110, 25-26=0!110. 2425=00110 , 23-24=01110. 22-23=01110 'WEB$ 12-32=-1)8'0. 13-33--17Wlo. 10-35=-173761, s-35=03157, 9.37--1,0,57, 7-33=-173157, 5.39=-174157, 440=-171'58, 3-41=182157, 151=-979145, 14-29=-173162, 15-28=-175'56, 10 27=17U57 , 1, 26=-1]5157. 19=25=.V5159, 1l}IHIIHl71 $!I SLp 20'e 4=-167.'SS. 11-25= 157164 x\ vChj ? ^ /t7 `, ?? . a Fi,, NOTES )Wmtl: ASC`- 702; DOLI h=25fC, TCDL=5.Opsp'BCDt =S.Ops1; Category U: Ex? B: enslo=.ea: MWFRS gable end zone; canlile•? left 'N. • cC'_ right exposed : end Nonce] led and right exposed; Lurdber DCL=1.32 plate grip DDL=i 33- = • ; 2) Truss desiynetl for wintl loads in the plane of the buss cnE¢ For studs expcsad 1) wind (nomlal Id the race), ear, Slandpfd IrjdulLlQ, GfiLT 132 L.J End Celails as applicable, or consul, qualified building designer as per ANSIr7Fl 1 2002_ - 3)TCLL: ASCE 7-02, Pt=20A .0 (Oar Leaf snow): Category II; Ezp 8; POLL, Exp. Cl= 1 "'- • •• e, 4) Urhalenced snow loads have been cca sisred far this ies!an_ ? C STATE DF t l •• / f or 190 times Had used loaf of ZOA psf on Ovefll t i C b [ . 55 0 f o d f b d i , • ? 2, ? or gres er o m n C 3 oa 0 . ps ne 5) Tnls truss has een es gne ' • c "? S ? O1 norvranwrcent wet, other Ilve loads_ ?i2 ?, '•., „?'4 • ?Q 9 e Inads li i h h M ? e: t any ot v d)This truss has been designed for s 10.0 psf bottom chord- Il od load nonccnwrrenE w , y S/ON L.E l3Y e f1 O T) All plates are 2X4 M1120 unless olherwfse indiceled_ ,YIf1HHH IIN711LS 3,1 This truss re4oires plate Inspection Pet 'Ile Torch Count Method when this truss is chosen 1of qushi assurance inspection. 3, Gable rj ires cdminoous bollom chord aboard. August 81200 I Cpntlaustl on pape_2__. _ - c OC7 A Deg tol,r vord 0 rtc use Y Y?FrsP ?mn f PS to- V TJ'B aN k rra 'e ic- llVSYR,2EPdRdNCEP CiE AI 4Is 8C v?s D N k N F F - - Sic d d 60- o, d bgltl g F n1. Ir ?{ s 1"r edM ?` y" 9 l>a -2r ,, p re Id. tY of buidirea end d I lul 4' J yrc B' 'n2 IC's'm IVi??• c t clla s III aspoopbTly E ¢ fn !crawl tE of nd -IL ee rub r rF>i AY''111enol fenpern' Gt15 la riixa iuo,.Wy 3aneg n l -I g -cpnce ragor Yip .o,.o.: ..e,.. er.fcr 4441 l p b is f iYe - 1 [ ura Ip p ;ra'I ih 6.3drg vlgra- Fat g IT f bn'c r.1 q'+ti t, conlrcr fll g eery, ehl I,n mi bt. eewNe 4.d'. d.allly C?erlo. a5189 ontl BCSn 6,JGnp GomNn?nl 1p51: N rOUler Fairly. b:nlC A:G3 S. F.11 InlcrmWion avslvbb Rm r155 eNn1e V,lb. `S] a'J,,46ncNC Gnve, . NOdiron WI :'?I9. Gh¢y@rfelE. MO 63r111 2]7 A 35, al FA c vcDiid f Y J d I f m k dAB la, ThJ^d d.? OIl r d OSO MRSK REF..RLA C shoPA d Y3 EN _ ?, o - N p P b G 16 dd g p ?.I_ .\pl b" J 1 0l Go 1Y1' bk J d dM9 1 h- B 2 c..n f , lh IF- p ST 1.1Y 01 VII IV ^? I IOI IO F1 n' -1 b b b 62 h Alf 1 y G-, G s 5ia y c fiTek r_ ad.ln - -dl b -m• 1r,. r c 1 e II p Sul v r b Itlltg d 9 fc, -I L.- 11 Ferg ra..?...?.o Glen, q dl' h L do ?. ! 1 kocvlg men Hren II GX le, D.. 89 and 6051I euflding ComF ?nenf 1e5t` N o?>e F??y, ELRP Kn90 CSI Solily fnlmmolbn ¢aoinF.k hcn ss flolc troll le 5d: o?,??mo Cr. Ma?§m ?iP _J I4 cncae.pek. LW 830.] _ Jab. Truss fir as Type Gly Fill Vf2STRORT-321? 13212 cEO7 G'ELE 1 253 `2 J S R f HALL AND HOUSE LLI lA9E3 CC„ 44E 3TFIELO I.J. AEOi< 6 .51 s 9pr 2 ZOC7 1.1iTak Ictluairies, Inc. Wed :wO ']8 09'.17:3 I-1-cal 23¢6 zz?aa I i-PO 134e &a0 4x4 Hose Soar, = 7.45_ e 600 12 10 1 4 ? ?A 1e 30 1,11121" 25 24 2- 22 21 2c 1_ 19 1T 16 15 14 3,4 1.1112E ,8 1 i2-46 LOAOING(psfi SPACING 2-U-U C51 ?EEL in .(rod) Ildafl Lld PLATES GRIP TOLL 20.0 S..'-20 0 Plates lnofea5e 1.15 TC 0.13 Vod LL) -0!00 1 rur 180 L11120 137/144 , T-Dh 0.0 CUL 1 Lulober Increase 1.15 PC OTS Vetl(TLj 1) 00 1 W, 120 B 9.0 Rep Stress Inc( NO WE a12 1 fL) 9Q8 14 nla phi Ci BCD PUPIL 1G0 Code IRC2 3U3/TPl23U2 (Halos) VJeighh . 119 in I LUMBER BRACING 1 TOP CHORD Z X e SfP Nat TOP CHORD Slruclural and sheathing directly applied or 30.0 Os punk e 8Ol CHORD2 X I SYP Nat end vedieals. INEES 2 X 4 SPF No! DOT CHORD Rlpid ceiling directly applied or 10-0-0 cc bra:hiq. OTHERS 2 X 4 SPIT Ni REACTIONS Ilb;sisal 14=E9i22-8-S. 2=176!22-8-8, 20=1'222-3 -B. 2=180122-8-8, 22=159122-5-8, 23-166!22-88. 24=135122-8-6, 25=231.'22-8-8, 19-161@2-rl 17-15922- 16=164(22-8-8, 15-,43!22-8-6 I Max Idorff110(LC 5) I i Up1I84-I(LC '7), 2=-23[LC 5}, 21-31(LC 71, 22=-4U(1.0 7}, 23=-37(LC 7), 24=-35(LG 7), 25=46L,0 7), 19=-29(LC a), 17=AIILC 8), 16=331LC 8J Mss Gr-44=75(LC 3), 2=2aB(LC 20, '20=152[LC 1). 2i=2t?C Z}, 22E211(1-0 2), 23=221(LC 2), 24=1IJHMO 2), 25=303(L13 2), 19-220(LC3), 17-2121 9615{EC 3), 15=194(LC 3) FORCES FO) - Maxfreo4l CumpressicNMaxlll.um Tensioq TOP CHORD 1-2-1 2.3=-93156, 3-4=-6 316 4, 4-5=4310?. 5-6=-05/111, &7=40.1135, 7-8=-471156, 9-e=.511151, 9-1r-47N 21, 10.11=-48;85, 11-12-171St. 1Z-13=3485, 1344=-BG114 BOT 2F;ORD 225=-11120. 24-25=-1 112 8, 22-24=-f V26, 22-23-11128, 21-22=-l 1)26, 20-21=-1:25, 15-20=-i liPB, 1&19=11!26. 1748=11126 . 10-17=-11;26, 1128, 141E=1112G 7 WEBS B-20=-112'0, 7 -21=-181!52,0--2222=-1]259, Si 9-24=-1 5 215 3, 3-25=-23773, 919=-18N40, 10-17=-172/60, 11-16=-177156, 12-15=;60161 NOTES 1)Wod: ASCc T-9Y, 9omph; h=2511; TCDL=5.Opsfl BCDL=50psf, Categoq IL Pip Benabsaa, MWFRS gable and zoaE; cantilever left aa0 right "xyosed ; ena vedical left and right exposed; Laminar DOL-133 plain grip DOL=1,35. 2) Tress desig:red for 6A" leads in Na plane eir the tmss only For scads exposed to wind [nermal Ic Hie faire), see SlandenH Industry Gable En. Deails as aFOlicable, Or eonsall qualifled building designer as per ANSI/i.'1 1-2002. E 3) TCLL Gateao,, 11, ocof EZF 6; Fully Ezp.; CI= 1 t 2 ) 1 L l l 1 , cw 4) Unbalerlaed leads have ee far s") ,j n fins design considered EN E 5) This bugs has pain Seslgned for greater of min ,-001 Ilve IOad of 16.0 psi Or I W limas Cal cool load of 20,0 of on averh '4 p0-,,....... ` nen-cancurrenf oath Other live loads- "piST Eq'• 8)This truss has been desiigrac for a 10.0 psi batfom chord live bad con_oncunanl wilh any other I loo., .-tjF" FL1'p . 7)AII plates are 2.4 11120 unless olhaovisa indi.atetl. - . - PfO. oQ^r20"zc`f& elTbir buss requires plate inspea6on per the Tanta Cauaf bl thca w.,. Nis truss js chosen for euslity assllox, inspeGion? 9}Gable requires Wriin•JUUs be¢0m ChUod bearing. F fi 10) Gable stud- spaced at 2.00 air. 2 ? 22'37 OF ; 11) provide rneChanlral cOnaecoli [Ay o[HErsj of Infss la bearing p:afa caoaoie Of w8hslanoing 1 Ib Jp11R at JCial 14. 23 It u&L tt io m Ib )Alit -at joint 21, 40 It Iifl at Imnt 22, 37 It uplift of not 23, 25 It uofrfl at joinL 24, 46 It pi a( lolnt 25 29 Ibi?µr? 'sL ?1?P}Pq,T' pr*' a? , , • , •? uplift et join) 17, 33 It uoblf I inint 16 antl an HE uplift at joinl 15- •-. A s 12) This truss is dsalgnao in sooofdanre with the 2003 lnlernalloral aestcential Cade sections 8502.11.1 and R502.1Q2 erld us a1L. S/aNAk- y ` ,,Wadi ANSL'TFI 1. lrill ll1111111111v1 LOAD CASES) Sfancard AU9O5) B,zQ'-1? s' fVd B ^R dHEAOAOT9 Tn s,a_YArACLVLE - 6M1I9 I o n g hj ro y - N k 1 5 d £ N L d iy ,. p I le C 1rr 0, .1 d 1 °?' on, F F fi 1 c p orgo of Wrin, F a d '.y -I d Yns - 6 P' 4 A M f el lf, f Wlea x pp ?. oo b "rabo .' rs M -fir b fcbi tl ng t ih port bYly !n se k ° 1-1 tool Bef ml =dnx. fiC 1 ?ree.l b. c If cf the 0'.. l sLmlyr_ T cei it h. g destine(. fce regaldmg ' v' - ` 111r1 'h C o C.o !u!zcal Sff s - "'her t a rrv . ere5 - b c'i- i rAY11R V Ccilcseti. , E59 69 cod LL311 Hollding =mc=nenl isle y mos fn mad n o21e ham. r el f t- 4nf1 I 5 O'r _Ino [` n zi! l a 'caa l c3)19 lu 14'51.V N OUR( F of cite 95:q anrsla end f-0O fia4L ^2007 a CEp1 e-8, 15=- 1 3), bb Truss Tn,,, TYPe Oty PIY VrSTPORT3212 3212 GE09 GA3LE I 1 1 11 ? 56-A33 Job P.e'sren.e dptionall hAL1_ AND HOUSE LUl CO., %NESTFIE, c Iii. 43074 5.5W s Apr 2 2007 Wrap L?dusLies. Irr_. oVad Aug OE 03173E 4114 19]-1 • SF1? 4.4 M02F 9o_i4 ale= 1=a I '_x4 1.1nZD xe mi1z211 7 ,4 M112011 5 1803 12 ?x4 h412911 6 ? 2?4 MII264 ? ?-`4 Mlr2d 24 ma8113 \\ era ran2dl 2 i 1C 11 1 1 ? 21 213 19 18 17 1E 1s 14 13 12En4 MII2a= 3sS IN12? 2x6 MII2011 2,4 VIDdl `ex4 11,1112011 3x4 fvfil ? 214 MIIR011 ?.14 W112J1 2x4 M112011 214 rnlinu 2e= M112D11 '2.< M112)l 15-7-13 19-7-12 LOADING Paf) TCLL 20 6 SPACING 2-9-9 CSI OEFL in i1oc1 Meng L.'d PLATES GRIP , Sol 0) Plsles Inrrase 1.15 'Iv 11.07 Vad(LL) file - Na 969 NJ 12) 197114d TCDL 10.0 Lumber Inoreaee 1.15 BC 633 Ve TTL) fire - to 999 8CL 0 0 Rep Stress Ina, NO NB 0.14 Fbntl 0.00 ti rla nla , BCDL 10,0 Code IRC2003.7P12002 (Matrix) Weight 106 Ib 1 LUMBER BRACING 1 TOP CHORD Z % 4 EYP Net TOP CHORD SBUCWraI wootl sheaf hing dlreetly applied or 6-0-O od pudins. EDT CHORD 2 X 4 SYP Np,2 BOT CHORD Rigid railing direely applied of 10.0-0 oe bracing. OTHERS 2 X 4 SPF N..3 REACTIONS (Iblsrze) 1=60V19-7-13, 11=60ry 9-7-13, 17-1122107-113, 1E-15EF19.7-13, 19=16011 y-7-13, 2G=1 6 211 9-7-1 3, 21=152M-7-13 , 18=t5tlr197-13, 1160119 13. 14-:67,10-T -1 3, 1 2=1 5 211 9-,-13 Max Hord=-163(LC 5) Mid. Uplifir-KIL'C 5), H=-17(LC 53, 16=-55(LC T), 1T-63(C 7), 20s65(LC 7), 211=62(LC 71. 16=54(LC El, .5=69 (LC 8), 14-64(LC 6), 12-32(LC u Max 13raN=115(LC E), IIm89tLC 5), 17=1241LC 5), 18=219(LC 2), 18=212(LC 2;, 21k215(LC 2j, 21=20 i[T; 2), 13-21raLO 1), 15=213¢0 3), 14=215 12=2CWC 3) FORCES (1b? - M@pilm an Compressmn!rtaxii Tension TOP CHORD 1-2=-1421161, 2-3=-1451W. 2-1=99(91,4-5=-93,!00, 5-6--67/128, 6-7--4711 1 9, 7.6=-93!69, &9=-24139, 9-10=94146, - 1 0-1 1=-1 4 815 0 BOT CHORD 1-21=-351129, 20-21 35/126, 19 20=351125, 16-19=_351126, 17.16=-35Y.26; 16-111=-3S/12E, 15-15=-351126. ' 14-16=351126, 13-1k=-35/326. 12-13=-]5112E, 11-12=351126 4'F_BG 6-17=-105/0, 5-1Y=-1]9/Tfi, 4-19=-0T3195,3 110=-i Pidfi. 2-21=-159!76. 7-16=179174 6-15=-173; BP. 9-14=-177IB8, 10.12=-159176 L, NOTES 1)Nfmd! ASCE 7-02; 92mph; h=25fT TCCL=5.Ops1; ECUL=.`.Dpsh, Celegory II, Exp B; enclosed; .LMOWR5 gable end mce; ra Nilsver le .antl right exposed ; eed verncel Ie1 and all Npoaad; Lumber OOL=1.33 plate gap OCL-123_ 2'1 Truss designed der wind loads in fns plane of the truss only re- surds nag used Mad (normal Io the face), see Sternal Tritium, Cable End Detalla as zppicable, or consult cualihed Luihling designer as per ANSnP1 1-2602. 3)TCLI ASC= -0$ P1=20.0 pfr (flat .of snowj; Calegory 11; 5x7 BI Fully Exp.; Ct= 1 b al life. fd? is resin. d rp e y S tl txsll l 1 5)Th truss ha n carigned a IGC ps b cif pve Iced nonconcurrenl vvth any Ctner Ilya Iad3. sg EN be tz. 6)This truss requires plate insoartlon per the Tcdh Coast Method when this [rasa is chosen for qualily assurance inspection. ... .., f)) 7j Gable requues eaplpuous Eol:om chord Leafing. ` GlSTtR •, • $)Gable studs spaced at 2-40 ec. ? 9)Pfovlde machzii al ocrusection (by offol of lass to beadnp plate capable of vrl F49tinding _'0 it runt al Joint 1 17 ID uplift a[?dl?flt ?>? UyhT •: _ ` f Ib inchf al joint IF, 68 ]h upll at joint 19 , 55 If oprln at joint 20, 62 1 uplift at joint 21, 54 it upltrl at joint fu, 69 IC uplift at .our. I 64 16 Uplift at joint 1e ane 62 Ib sA1t at toll 12. 101This truss is designed in accordance with the M03 Intar,'1alional Residential Code sachems R502.11.1 and R602.1C2 and ra&re8cld • - 41Z r? =landard ANShTPI ;- 4 e STATE OF •,• ?• va •'•,?rVCIR1. - . r, Lowo cns E(s) walla erd F, ? ? i 3 s f? 0 ysy ll ALLlE,11 l August 5,2007 aRA'Ina f...... a a REI1 NOTE$or rve M'OL,`tfL ?YO aYy A ual i aolued VSS ' D rfIkl 11, 1. . h M. k ,u 11h d g rd M F t 0i rand b f n d 1 t r-_ p rd " ? """.'a" tl _ " nl F f p _ e•p it 1'-dJ g d-]9- -t 1 d 9. is q-y -hxn imflIsn If ? ty d1:111 . tt, rN of Ih l ?l a-d P o f b E m en ? , . 1 n b j `t 6 i nI t re MA IY3i}} 3E d ,. 1 vc c gai 'ol g r P I _ l o e ie c i J of ce is ? 3 he e er:. br,5 it b d . and IC -p l m. N try. I d n'ee red .9 _` ia5!nYn gc 0 9 , WB B9 and 3CSE1 6ulidlna Ccmvcaenf ' y't r<. oom. I "t, aope k240 a cy, of Q - ' . 1 Sweh Iniwml .a ionl_ i rc lm, data ole InsID _ ,e. oDrc,F Dill Aiw soy. H1 I x37]19. cn 1 rte16, rac a?o1T 200.7 d 1 C 3}, Jab Tmss Tsuss TYpa Otv Ply V.'ES]PORT-.3212 h7533C34 3212 Gill A?IIC 1 1 2 Ion Ref lp r7re0 ? 20 }3,:LC AND HOUSE lLIt18EE CD., WESTFIELO N. 46674 6.$[D s P.x 4 2007 M7ak Irdustrie,, t^c. W?d :.uc 38 03:1?:36 22-19 ? 4C= E t2-t;. ti 795 ijso '.311-i. _112-514'%1.11 21-9A-2_?2 to le"! 3-01 1-37 2812 3.1-3 &SE 2-J 15 187 3-312 stiri f, Ts = io7S 414 Mill 214 1.1113011 414 KII22: 0.11.5 4 ° m - 9.g0 12 2s4 all 2x4 ? ex4 291120 q 2A Mill Q 7 9 0x9 Mll 6 2rr MIIYD'I 2x4 II h4 Mil e 4,3 Mince- ]x9 M1lIf2C=' a4 Mt12cY' - 9 2x4 i.11RL* - z:a [m 916 / 15 14 13 12 3n6 .N112DII 6x0 Ball Tae MII2CG3p9 Mils-1I ]xa MII2? 4114 17-11-12 21-3-a 0g_71 49.4 1411.a 3312 1-7-0b 716te Olfsets (X.. I.Edge,g-M2t`)c, 0-3B.cdgep=ji?t}3-0.0 121. (1453-0i LOADING(pa0 TCLI 20.0 SPACING 35-0 CS] DEFL in (lac) Woo L/d PLATES GRIP (Roof Snow-20,01 Plates Increase 115 TC 0.90 Vetl(LL) -9.19 12-14 >u9 360 NiQi) 1971144 TCbL 10.0 Lumher Increase 1.15 ac 0.39 Verlji-) -02512-14 >994 240 SCLL Op nap 'Stress Inc, NO VJR 061 Hari 0.W 11 ale nla PCDL ;pp Code I RC2003rTP12ri02 (Matrix) Weight: 395 Id LUMBER fiRACING TOP CHORD2 X 4 SYP' No.2 TOP CHORD 2-0-0 On pudias (64]-0 :wax,), except end vedlcsls EDT CHORD2 X 10 SYP D6S (SY1lched front slteeletl: Spacing o 2300). WERE 2 X 4 5PF No.b `E%:ei ROT C40RD Rigid telling trio lly applied or 6-0-0 oc bracing. , 3-7 2 X 4 SYR No .2 WEb5 1 Raw at nodret 1-P5 _ JOINTS 1 Brace at 11(s) 4, 6, ill 9, 1, :7, 16, 19, 22 REACTIONS (It/sizes 15=259810-3-8, T1=269CM-3-9 Max Horz15--564(CC TR{J55 LEEIONEO TO SUPPORT THE LOAD GENERATED RYI A Max 11011115=1T(LC 5) ), 11=g3{LC E) TRIBUTARY AREA EQUAL TO IT INCHES OF ROOF LOAD L1NLY. Mea 3 av15=2939(LC 2), 11=3093(LC 3) FORCES rib) - IA.41i Compresaba/Maaimam Tension TOP CHORD 1.2=-5 67 90 57, 2-3=4]0]11]2, °-4=1541ID4, 6-7=-1 54 012]4, 7E=17391186, 8-9=-172T1142, 9-10=-0hV2, 1-15=-3591122•3 • 311=-3°33;1E3, 45=1201 . 5-8=120ER24 DOT CHORD 14-15=-4161498, 13-14=-178/1253, 12-13=-178;5258, 11-02--71199 WEBS 3-20=447;118, 17-212=-6421126, 1621 i- 1 Zi. 2-632'127, 16-21=- 1`e a, 7-21=o6fi!]3E, 34-19=430x379, iii 1 2.19=-083!375, 12-22=-4 9222=z8. 5-143fi-25fii101, 7-34=-27012775, 9-12--210125[8, 4-17=4$/348, 1135D 6-18=-4grd 49. 1920=-44d39/39. . 21 -22=-46/36 //J i ??w? NOTES j 1) 2.01y truss is be coreaded together with Print (n.146'x3') nails as follows; Tap chords canneded as tollmf 2 X 4 - 5 row at G,9 I Dc. Bottom drools aonnecled es Eiltwa: 2 X. 10 - 2 rows a C-99 on _ Wets cmnec[ed ., loapws: 2 X 4 - 1 row at 0-9-0 ac. equally alt plier, It rxnl?d 2 a (F) or bil (B) face in its LOAD CASE(S) section. PIy 1; 11LIP)YIIII e tl' r p J l f ¢ nt 1 funds oY /0, anl c' ?bns to ii obue, n nless WIderrvue Indicated have Caen etl an (F) b, (a u 3)W'•nd. ASCE ]-02: 9Csnph: h=25flTCDL=5opaf; BCDL-Efil Category tl: Eta B: enclueeJ. 1,1VJFRS gable end zaan. ®nlilevel,41 E. c-O `r ri h 0 d ti ' C g expose en ver cal left and rignl exposed , Lumber 00E=1.33 plate grip DCL=1.33, J -{' iST CA .ti? 4)TCLL: PSCE 7-02; PE?GJU Fal (flat roof snow): Cal Ilp Exo BI 1 Enp., Ct= 1 F.. , O . 31 UrtbaCdn Cetl on. notice s Save b¢efl eonsltlorad for IN, des§q,' 51 This It use In as been Cos l good for greater Of I roof live loo] of 20,0 psi a 120 times gar raci lead of 206 psf on p'u?rhangjl -40, S=J4PO26ff t = non-concurrent with otter live IDads. 7)Provida adequate drainage to pr=vent water pontling. _ B) Ties buss has teen designed ;or a 1C.0 3af bottom chord Ran lo.ed nencancurrenl with any other Ilve brace .. STATE OF Q C 0 911This truss requires olala inspection Per the Truth Count Melhad when this buss is chosen for aualiPf assurance Inspection. ? 10) Calling dead load (5.D pit on merr•ber(s)- 2-3, 7-8, 3-20, 17-20. 16-17, 15-1a, 18-21, 7-21 9 P•'' NCIAll ? ?` ? ? 11) BOtmm chore III load (40.0 Fsl) and additional bottom chord f lead hJC 050 eFbIb,d Only lO reran. 12-14 /il u^?. ?'? `s p1A 4 12) Prevlc^ meohaaical connection (`oy otherst of truss in bearing plate capable of %chatanding 17 HE uplift at joint 15 and 53 in up?$/ ofrli (\ .§S ? 11 ( 11, Nf1113111 . August 6,2007 COlinued' DfLDa`g0 2 W:succ N0-Veal in p¢mm RC.SG.YOTEE uN ?ncrla AND ANCLUAID NRCH 64RE.x'rd Surn 1rrJ 113 SORE u. G 9n -dd fo -ey wpb IAT ,,H or. Tti 3 hneeG awl ups P shi d, - 1 - d vhul E 9ding pc. Y @® F"i3Rp and -4Y- r d le F -at d s p. 0 1 mr t erp J'ty Dn1d ri d Ic r r d 5 - irasg -fawn - bl q.pad 1-.d d 1 ti Y Sddl a .?ot1 g -l d P bltll. nl m ' i M7®k' 1 Pdd or II Id ° 1 b 3 1 In IIve he p t tsfir Ih bal .] 7 1 9' 2 a k 1 a Ilry 1 1. P d l e 4 1 --°ig rg91ld II coo ? C 1 , bb Si one iCSn 9 IbU, C.-,n .[ . fey EniarmvEcn o•.rHDGe Imm Truss Fk._ In5fN1 Sdry aprrdric pare. 61o JLen, wl 55715 , 11,15 cre, e1 v Omer fool, s"1= aItt q,esteneM, YO 63]1] 2]07 a 2X7 2 I!ob Toss Trus T" Glv Ply N4'ESTPOPT 3212 I sv2 GIRDIl'• coMrloH 1 3 593635 H2 - Job pefe.•enae rcn'lanaJ HALL AND HOUSE LUTABER CO., II ESTFl ELU LN., kE674 6.SC0 s A. 2 2C0 Id Rol: Vd.,Irlss, Ina Wed Acg BE 0337 3-1Y4 Eb--•2 92.! 134-h I I 311-4 2:.8 2-?.a 311-4 > 14 121 -rte M1120- 41 2r4 M1120J T1- 2 4 %r esa Dili 5,m Ma2? 7 sea MIRE 71E Miii Ter MI12G- 5.9 M12t 4-9-12 E-5-12 4842 350 4312 Plate O_If3eIs lX.Y1'.11:03-4. Edgejjm-11-0"f>`6-61. 150-3-d,:dge( 1St-ii-00 se t IS.U-3-0U412(_17: J-0.0-0-12 LOADING (psO SPACING 2 CSI REEL In [Iii ?dicf[ Lid PLATES GRIP TOLL 20.0 TrA Snow=20.0) 15 Increase 1 1 15 TO ASH ISM Verl¢L) -0.14 1 6-? 'r9gg 36D 60 MII20 19]/144 TOOL 10.6 . hrcreaso 115 Lumber SG Obi Verl(TL) -•3.32 6-7 >977 240 BOLL 0.0 R Rep p Stress Inn NO We A93 Horz<'I'L) 0103 5 nla W. HCDL 10.0 Code IRC2003,1i612032 ?r+lsirutl N/eight. 241 Id LUrill BRACING TOP CH3RO2 X 4 EY- Ill TOP CHORD Etruetural v,nod sheatilna directly applied or 5-1-14 cc pvrlids- SOT' CHORO2 X 10 3Yp DES HOT CHORD Rigid ceiling directly applies or 10-0-0 x bracing, WEBS 2 X 4 SEE No.3 REACTIONS Ilplslie) 1-3Db S0.3-S, S=FAE510-5-8 A1ax Herb=19(LC 61 A1ax GraN=8549(LC 2), 5=8149(L0 3) FORCES (Ml - Maximum Cempgsslor.Vrxialom Tension TOP CHORD 1-2=16147Y0, 2-3=15761:0, &4=45701 4-5- 1(14T0 EOT CHORD 1-7=0;15437, 6.7-014(1 5 5=D,15437 V.T725 2-7= 66710, 3.7=016336, 3-6-346326, 4-6=-66710 NOTES 1) 3 ply Luse I. be ouncrected tu,sth Or mith 10d (0.14134') nails as fcall Top chords connected as follows. 2 X 4 - 3 isew al 0-9-D on 351I0n1 sherds connected as follows_ 2 X 10 - 3 r s at 0i no. J 1-J9ES WOned-id sa follows 2 X 4 - 1 mw el 0 -3'J ae 21An bags are wredsred equally applied to all piles, except it noted as front (F) cc back (R3 Ii in the LOAD CASE(S) sect e pIY cannec9iW5 have Bxh provided I. disinhule only loads noted as {F) or (S), unless utherwise 1ndlca ilml 31 Wind ASCE 702; 91lani hi TCDL=S,f)i ECE)i Dpsl; Calegory 11, E.p R; enclosed; MVrRS gable end Hone; conWever left and right exposed end vai lea and right exposed; Lumber 9CL=t33 plate grip OOL=1 ?3_ 4)TCLL_ ASC? 7-02; Pi=20_O per (flat roof snow); Category II; EX? H; Fully Exp.; C1- 1 51Unbalaucan snow loads nave been wnsidered for.Lo. design. I111t11133 it/Jl `1 y! 6)This buss has been designed !sI a 10.0 psi bollom ch erd live.lcad nenconcvrra°t with any other lire loads. ? ` yv 7)This Uuss requires pale inspection per the Tooth Count Metcre when this loss is chosen for qua8>•y aaserancre inspection. s? ? f+ ? 4j? a) This truss is des,gaed in oomdance with fine 2033 Interns€ional Res'deotisl Cade mi:,fl s R502.Ifi and R902.10.2 and referap?a?J ••' '{" G, G\ST$g slandard ANSIRPI i . ? rO,t ` 9,11 oase(s) 1-, 2, 3, 4, 5, 8, r, 8. D, 1C hasJheva been modified- Eoading designer mus: review loads b verity their they,-, are rdr 2t :or he intendec Use a3 ;his truss. - + hJo. &0920260 _ LOAD CASE(S) Standard ? 1) Sncw_ Lumber Increase=1.16, Pale tr,nai se=t 15 9 'Q STATE ?F Q Uniform Loads (p10 %"q0,• yvry Vert; 15=-Be, 3-5--60, 1-5=-1200(F=-5130) 2)L1 e IG L = 6 i - •• C's FS 0, 0 a now- e : Wm fn._reaee 1, Plate Inrraase t 15 N S 1 L ti O NA r 1 ?Sti glynq 1 t AruguSl 8,2004 I_-,"ed_cn o,aae 2 WAAAl JE. y?rt(y g porv dHP 1D XO rEF OA'IHISA DfHClGDE11 MlT£LL XN - A6E 41119{ 3aSFORC 6E - r3 Id la ri m MT k 1 rr he tl g b,l r' p b x y i d d I Id' n p enl hpd LinI ct fl3n I t d 1.1-1 M If p Cdt 1 br lc -3n - dM. e 7 chcwr y t hl .'I :wPa-1 I id°gl b_. N d al F - -Ig F, ii if d , t the b.i- rl it MIR I'll Axr I p _ If h N EI 1 -1 trr^IF°n•3:IIr 1 In ii user ar ar 9e d .., r WNn3 L F •_-...•.,,,?.? i a HY -- 6 ry e d b. rig. -AMMill 0 IN C l rig, 086 SP Isi sciul d Ildl s E.--ii ldEs N Corer Fary. Snrn /w0 Saldy mb?ma?rn T•°J°b'e from Lus Plofe 1 583 YO-firic ova Mcdlpn. .11 53,19 COCSlenfoo 110 5i?fl 207 N=STHED IN. 4X14 LOAD C4SE(5) 5landam Unitcnn Loads Ipaj Vert' 1-3=-8], 25=20, 1-5-1200(1`=-1130] 3) UnbnI Sri IRmr Lumber Inarease=l]u, Plats Increase-1.15 Unlfaml Loads Op Vert 3-5=-87 , 1-5=-12LOf F--1160] 4)IBC BC Lj:e Lumb-r lncreas=--x.25, Plale Inweaae-1.25 Urdforlo Lgada (plp Ve q. 3-5-20, -D=-5751F-535) 5)MVJFRS Wind Lap lember Increase=l 33, Plate Increase=133 Ualrarm Loads (plf) Vert: 1-3=21, 3-5=11, 1-5=-5451F=-535] Hoe: 3-5=25 6) MVIFRS VOga RIy IIB Lumber Increase=1.33, Plom Increase=1.33 Uniform loads fp1l) Vert: 1-3=11, 3-5=21, 1-n-MIS1F=-595) Hore_ 1.3=-21, 35=31 l)MWFRS 1s1 Wmd Parallel: Lumber Incense=133, PW, lncreaac=1.33 Unifenn Loads rp?f) Va[1'. 1.3=21, 3-5=11, 1-E= 545)F=-535) HAI, 5.5=21 6)MWFR: 2nd "Ind Parallel: Lumhu mace,,=1 .33, Flare Inaeasa=133 Unllefm Lgecs (RhJ Verb, 1-3=11, 3-5=21, 1-5=-545tP=-536) Horz: 1-3=-21. M-31 9)MWF.RS 3rd Wind Parallel: Lumber Increase=139, FIa1e )ncTease=l 33 Uniform Loads Iplt) Vert 1-3=8, 3-5=4, 1-5=545{F=525) Herz'. i-3=-1e, 3-5=14 FG) MWFRS 41h VMnd Parallel: Lumber Increase=1.33, Plale increase 33 LJniionn Loads (pl0 Vert' 1-3=4. 3 ES 1-5- 54,(F- 635) Hoe: 1-3--14, 2-5=1R E5W s Apr 2 230? Mfl-', Irtlustries, Inc. Wad Aug 35 C9-. '.3d MY' a ARnf YG - r u q of 1c fil il g. pa `IM1 NTIt d Fe l £S qh Tlafs um b( ! , y r : ., 111 F ,llNGY IqY b&M)RE Cb - fc 1u, 'I g j f tl' klr.]- b d p ' WV -M of d y 1 d p.. p k q -d 11 .r rt 1 bs Kmg g,_ rc l A ® r B :q laver. ° t 1 ..t_ i If d'd b rs H Tld lk o f pr y b c p a :Inb11Y er^5 .sl I' p=n kdllM11 II 'V Rh[ 1 4tl31 I p IM1 II Ip r, :biF 1 R A dn3 d 19' - rtt 9e 9 'tl r g rtl.rQ + mw 1 Gnco q»1 y rr L 5 :g d y I d r? n' Rf114rP11 G c4 g5a B9 end e[sn lo?dmg Ggmponenl I 145 5 N Amer fery. S¢le Gang. Sarep k[asnol n s_L.bk frcn ro:. R,1e lnsfil le, gr oQaofnC "I Nod:m, vl ]iv' C eslerfieM. erO 5eg1] bb Toss Tmss Typo _ 'GI2 Pry m TPCRT-'212 I I ft252?]'-E 3212 ld01 MONO TRU03 ?10 1 tJC RE'_rence dWbnal 'A LL AND HOUSE LUL13ER CO.. VMHELE IW. 4b 07J 6603 s Apr 2 2.0 MiT€k Industries, Inc. wec Au3 C8 1T-- 2.1 M112311 Ca TCTG sr ll¢ 111J.1 4.af F12 2.4 NI12r 4 2x1 Mnall c 16G Ina LCRDIfdG(pall SPACING 2.0.0 CSI DEFT in (lac) I(dell Lid PLATES GRIP TOIL 20.0 Plates 111 1,1E 1- TO 02: VaTiLU, 0.02 2- >9g9 360 1971144 MII20 Snow=20.0J Lumber Increase 1,15 HC 020 Vert(TL) -0 Of 2.4 -976 24C rcD TCD L 10.0 Rep $veas Isar YES W9 000 Hl s-) 0.00 4 nfe Na OD 3•C Cale RE20031TP12002 (Matti.) Viel9al16 III DL 9 a 0,D LUMBER BRACING TOP CHI X 4 SYP No.2 TOP CHORD structural wood shealhiag directly applied cr 4-160 oc purim'. DOT CHORD 2 X 4 S'fP N.2 end verticals. NE35 2 X 4 SPF Nat 30T CHORD Ri l ceiling droopy arreed or 10-C? ac bracing, REACTIONS (Id/sin€) 2 59;0.3-5, 4=tMo-1-e Max Hora-59(LC 4) Max bulI12=-64(LC 31 4=-24(LC 5l FORCES (lo) - rdaxhnum C•xnprassioNMaxirnum Tension TOP CHORD 1-2=0112, 2-3=d8133, 3-a=-128'46 HOT CHORE 2-4=-10M NOTES 1) YYmq: ASCE 7-02; 31 h=2511; TCDT=5.0ps1; ECDL=E.Opsf Category III 17W B; endneed-, WeVi l ga bla and zone'. rantllever left ant right exposed ; all vefhrai left and right axposadWmbar DOL=1,33 plate grip DOL=123_ 21TCLL. AoCE 702- Pf*9.0 psr thal roof snow); Calegory If Exp 3, Fully Exp. Ct- 1 2)Thi. 1,.,a has hen checked for uniform snow load cnry except as noted. 4)Thu k ,,as bas k a3 Ge=.igned for grouper of min ixi ]NO food or 160 psf or 1.06 tines Flat roar bed of 2UA I en overhangs 5? rOn CCn UMI Yin Other Hoe IOBds, s )Try t ss has Heea designed for a 100 1 holtam chord live load n n e'It with any ot her live loads. B)This hoes rcgmres plate inspectico per rho Teol11 Count Melhod vher this truss is chosen for quality assurance insaecticrs O eearing at inrr l 4 aensldem parallel Is grain value using ANSIRPI 1 angle to grain Formula. 3ullding lef gnsi ahau.ld verify capaciy of - bearish seduce- 6) Provide nechanbal connection, (by etherel of assts to bearing plate al jump(s) k. 9) Provide mecn6nieal connection (by ethers) of trues to tundra plate capable of vnLlstanding C4 to rail at palm 2 end 2e It, ubW al joint e arL in acamdance with the KOH pd.tenlional easicenhel Cate seclbna R50Q,11,1 and RN0290.2 and refere dV 1 l t f1 16ITIss SS A nd a AN51-TPI sta ±+\, ? t O J' LOAD CFSE(Sf 5lantl art ,' r )STyr? ?:' ?. ? Tdc--, 609?02tb "; STATE OF ,•T ?? t Nv ,, ?ll ? v ?? ? A lli I I I l - August 8;2001 2C07 a xcep! A w-R x'o ) a r .vwk.er. nra xznn l/flI.S ev rwsav u r r mrrava asronar e - C gtvoid ly " Ilh MII=x ccuner nn lY d® b d N n,s p f w d 1 c b IF' a p erni A Ff fifty of do,,, p entes a r.o..e p T oa p ne. - po y4ry f III g tl p'. - t lvs? J I a ru..n all b f rcv_ ouch y 4,b9 ter Lv Uil aoeroly d 1G Miy I; I Ietemi ?11?1 If ludivavel web a cr?be H1, a ifi i m lek( .e.?...-Znx' eolce Fed'IC.11 pennorvarr brv=ng of IN o .II _ '1-1- IHe rP oYy of Ian baOolM. oedgeees For gu n,,d aaLdan.e regar" o? fccaarslicn, clniihl ranhol Earoae, sail eec Jr? orsd 6acfog, oa9eillmn Q-1t, Cnler?n. QSH-59 odd FCSII hvfltl[na Component 1131• id.^War =cry, Sale 4SW doiey 101 ",as Wa PI.I hyfllv'rb, 2E3 9'Cnorn. ]m=_, N-.- . 'NI 5]7"9- ?heslerX°Id, 140 r1rN Jo[ Less Truss Type _ Gty Ply Wr$TPORT?2t2 11256363- ?212 MOIA MONO TRe55 1 Job RatorEn_z o do ll I FALL AND HOUSE LW 711 CO_. WESTFIELG IN. 96,)74 3.60] s Apr 2 2C07 ASYek Ind,,.Ines, Inc. 'Al Aug 06 0 3:17.27 ea4 A1112NI s. a ;¢c ? ? _ra r,19: II 404112 1 I t V;I t o 2x4 MI[2T It V g Zx4 INLL11 I 94}0 4.10.0 LOA DING (psf) SPACING 2-0.0 C$i DEFL in (led) Ptlef I PLATES GRIP j TOO 200 Flates ICeresse 1.15 TG 0.31 Vett(LL) -0.02 1.3 >595 360 MII20 107/144 (Roof Snow 11) Lil Increase 1.15 BC 0.20 Ver:(TLj -0.06 1-3 >676 240 TCOL 1i Rep Stress Incr YES WC 0.00 He ll 0.06 3 Dsa '(a BOLL 0.0 Oode IRC2000/ P12(i (Mal Weight- 16 Ib BCOL 10.C LUMBER S14ACING TOP CHORD Z X 4 SY= 12 TOP CHORD 51ru Gural vrcod sbea[uing diredlp aaPlled or 4-10-0 cc purins, POT CHOP.D 2 X 4 SYF Fil ." verieals. WEBS 2 X 4 SPP Ns.3 DOT CHORD Rigid calling of applied or 140-0 x soiing. REACTIONS l 1=192IG-3A, 3-162!0.1-R Was Heat=54lLC 91 A9 aP Uplld?21 (lC 3), 3?29(LC 6) FORCES (lhi - Maxim in Clompu ssionlMaximum Tansian TOF CHORD 1.2=3&30, 2-3=-136152 PDT CHORD :-3=-10;13 NOTES 1) Paul ASCE 7 02. SDmpb; h=25ftr TCDL=5.CpsC BCD'-5 €'psf, Caul II; Exp Benclosed; MWFRS gable end zonecanfL^ver ball and riper exposed end vertical lah and right exposed; Lumber COL=t S3 plate ghs Di 33. a) TOLL ASCE 7 U2- Pf 20 0 1 (I1a1 .0 sul Y C uin II, 1 B, Fully E p ; CI- I 3)Th truss has been checked for urdlarm ne Ic'd ly p1 as notes. 4) TNIS Iruae has been designed for a 10.0 psf actium cho d Ire Iaatl nommncurrerl with any other Iva loses. 5)This truss requires I InsF?tion pe: t Tooth unl Ma[had when his truss is choser, fcr quality assurance more lion.- 5) aesong at jcit(s) a ennslders I to grain value all ANSI1i PI 1 ensue to gran iornsula Building d_sigr Isinsuld sell capes' of bearing cuiluea_ 7) Provide mechanical ennnectil (by al sl Imes Is bearing slate at joHN5i 3. 9) ProVftle mechanical eonaacdon (by all of [mss to bearing Plate ?pable oI vnlhslanding 21 Ib uplift a! joint 1 and 20 in uplift of joint 3. to ThIS Pass Is de=igned in an.aJFu ce wii the 2003 Int^rnetional Resadan0ial Code sectione R502.11.1 and R902, 10.2. and reteu,l e stall RN56TP1 1. - u1un17 1 LOAD CASE15) Slantlartl t V ?GIOT?RF O P Zz [,it). 6092C266 '; - • 'D '• STATE OF ' ? 2vv4 ? SSv ? j7 S ON ?? xY - 7 Hyi Auml S!2GG" 2W7 A except WARM s-P fydeal, ru .rI NE H EPA a, TNI6 iYD INfLVDED IdITERREFERGICEP G' . 3 D q ec use I ih MT L k ng, lug b d Y F lornn?tll Y d i d d d bJd 1 p r rP aM ?f da g d ca F P v 1 - IIY C P _a ! - 3 & p hcwr MITeR" 3 f cal ,'.1 r A? Irl d b _ y .1h f'- 11 Y 9 f re sl IPJ d anE can 1 f s l, :-p'1'IWy f IF? f 4ddll I nErl 4 Ih'. DWU?lf I - h F Sl'ty f in, d dng y°l .tt g I d Id icl awn bl n, q rlty f 1, f 14 d l -F.1 y".bl ensIVIPI Glory Curls. . 95e-139 and IC511 auJdln6 C-Ininnenl 14515 N_ ter Fenr, Si, tal Sorely InlmmWnnovaRuhL= Fm . s PIoL Iostljle. ._A DDnAno Cai llodixb wl &J31 Cr. smmda, Ins la U eb Truus Truss Type Gty Ply AESTFORIffi12 3212 001 ry1p?, DUEEN 6 2:830=8 - ' Job Refer.nce ON! g 181 HALL AND ,iOUSS LUNI CO., AF8,FIELD IN. 4607e 65x7 s Apr 2 2GC7 MF k Incuatufl, lno; Vdsd P.ug C3 C 9.,'3 -FDA 663 1 12.3.13 I 19-2 e 24-1-3 2c 1- be WD-) 37 c, - 185 C N S10-i1 413A1 SI0-51 F-12A1 c-53 idp S:ac 155 1,11120, 6.OC 112 ? 3vA L11120r ?J \ Lye lll12C- 318 Va2g' i 3B MII2T \ F 2e4 MILL 2z4 b1112r/ m 1 ?/ \\/; r F iC11 ? `ra ? a I o ? ? 3x6 M1t20. 14 12 3a5 MII2G i3 6xa 10II2U= 5x,2 M113Y 31 Lgdsl 9A9 _ 1&2-E 21-PE M:5-0 _ 9<6 e1RC E-110 S¢8 ' Plate Ort A(_.Y)?2:14-12.0.4-BJ?_f10:0-0-1?.0-1-CL [13'0?6f1.0-9{1 LOADING Ips) SPACING 2 051 CEFL je 21.11 IIEen Lld PLATES GRIP TILL 20.0 (ROOT Sne,20.0) I Is plate s Increase t15 TG 0.54 Vort1LL) -0.16 2-14 >999 360 P.11120 197/194 TCOL 13G Lumber Increase t.i5 EC 181) Ved(TL) -0.49 2-14 >882 240 6CLL 0_0 R=_p Sit Igor YES INB 149 Hp,CIL) 314 10 n,'a Na ECDL 109 Code IRC20G31TPl2la2 (MAVIxJ Weight 172 Ib LUMBER BRACING 1'OF CHORD 2 X A SYP Nat TOP CHORD Strol l 'upod shealTiinS directly appljed or 2-11-15 bn pudme 30T' CHARD 2 X I SYP ND.2 601 CHORD Rigid ceiling directly applied or 10-C-e ee treeing. Was 2 X I SPF Ne.3 [NHBS 1 now at ri 5-12, 7-13 REACTIONS (Ib7si2e) 2=1°1410-3-8, !C-15140-3Z Max Horf2=98[LC 7) Max UDIIW=-1B2(LC 71, 10=-1821LC 8) Mae Gm 2=1726[LC 2), 10-1726(LC 3) FORCES pb) - Mazjmom Cminqueern,miMadmom Tension TOP CHORD 14=C13i• 2-3=-29791263, 3-4=-2593,251, 4-5=-2384,1285, fli 17054232, 6-7=-17X232, 7-8=-2384i2C5, b9=-25931252, 9-ID=-237912B2, 10.11=0137 EDT CHORD 2-14--2 67125 51, 13-14=-147IJ947. 12-13=-7311347, 1342=-103;2531 WEE5 3-14--489!157, 514=-251619. 5-13=-8881175, E4 3=-9511 09 1. 7-13-9881175, 7-12=-2518 9-12-Ab[o1d7 NOTES !)basin: ASCE 7-02; 90mph; h=2Sfl: TCDL-5CSSq DGDL=5.Cpsf; Category II; Sep B, enclosed; h1WFRS gable end cone; ¢anVever lei[ ro! rlgM exposed ; end vimfical INt and rlgld exposed; Lumber DOL=1.33 plate grip DOL=1.33. ^X 2)TGLL'. ASCE 7A2, AI=240 psf (flat mat snow), De<egory 11'. E., E; =idly Exp.; Ci= 1 6) Unbalanced snow loads have been considered for this desgn_ 4) 1Ns huv has been designed for greeter of ruin mot live load of 16.0 psi or 190 times flat roof load or 20.0 psi of overhangs non-concurrent mth oilier live loads, - 5)The truss hes been designed for a 10.( psl bottom Cal live load noc:ancurrZeq win any o€her clue [pads. e)Teb buss requires plate Inspecllon per the Truth Count MethW when [his Voss Is chasen for qualtly assurance Inspedicu 11h[)iINL ry11 7 7) PO Vlde mechanicnf connection (by Mailers) at 1USS to bearing plate capable of wilhslandlnp 102 It uphill at Joint 2 and 162 Ib up k.i¢5tidt ? h/7 Flc R y, ,f(Ll }• 0j7bis truss is desi ned iu accordance with the 2003 I { l li l R ld l C 1 n i g u ema ona es er e sections RE02.11 .1 and RIJ( a 2,10.2 ape referr I J •?p1$7? _ standard ANSIrTP1 I. ;P AFQt . LOAD CASE(S) 31an0'ard - = hid 6092p2h5 '; - __ '? •'• STATE C)F 4 9?,c '• • rvD i AN?: ' : ate fi August 6,200 pad V f3, d ly p 4 - RLAL in. nN i; AAJ lN[Y.Lpolf yfrLN RB 11. QL OL- V 1 $BPQAE V " ?" u SR uii b e M i P1 1x rTl k cr t [n bo -N Pn P 1 Y tl ddd rc..t APF6 b i d ® P ! J p P t _ I p - b , B d o [ d h t fl I' ra.,.?}•ek In rEP ?6fy o.,1lh? IYII ' - t G?+ b m f SdCf 11 p b. g I floblhl g r Ife ' 1 A]d 1 P I g Ire II I ! - [ P 1 A9.y ,y •g. c ro e. Cio env nre, - Q A 1 b p qu Hy i g r M ,xc..ig ortb]I/i II o O IM V e?¢ o5e pi ens aG511 suite ng comp=nel? 1?si5 L e 1e "n' ons 0300 ' mery Imolmml .a h•elz Iron ¢s1 Bwle mule sv o oncniu b- 2017 A lDIN Tress Truss Typs Of, Ply V,18TPORT-3212 1 131.12 901,y MOO. QUEEN 1 1 112 58-03S Job Refereroe rcgtona' HALL AND HOUSE LUf4BEli CO-, L're STPIdD pJ. 45019 5.W0 s Apr 2 2CW MiTek Induslnas, Inc, W'Cd Aug 'Ofi 2917 '3f - *0?- 6` I I 12-3-?3 18-2.6 I 24_1-5 22.11 1,3 36-5 a t-C-1 663 SiN•1 5.0.11 5-1611 5-1n-11 fS3 st?la 65 5x6 A912C= em 12 6 ? 3x4 M[I2C? ? 3x4 Mll 3ro MII2U% '?? ] y5 IAll231 I f 2x4 00O 4 2.4 MI121Yf r ? \ / `` \ Ill _xe Mn2/F ?x6 Maw 12 12 it 315 M112P= 502 Mlr• 3,1 MII2toP P 4-8 1C2-a 27-0.6 5350 ?I fr=8 &1C-0 S13`0 348 Pfaie Ofisels %Y);[2:14-12;}1-31, 110:0-0-12.0-b8i, f12;06.00-3A LOADING (p rl SPACING ZO-0 - CSI OEFL in {lac) ii Ld1 PLATES GRIP' TCLL 20.0 0srcf Sell 0) Plates iocTeass 1.15 TIC 0.57 Vetl(LL) -0-16 2-13 >999 360 A9C20 19R'144 TOOL 10,8 Lup Increase 116 BC 0£1 Ved(TL) -U_ 10.11 x S7O 240 ECLL 0G St Rep Stress lit YES VJB DAB 4 Horz(TL) 0 14 ,1 10 11 P/e nfa BGPL 10,0 Code IRC2003lTPI?OD2 (MalSxj Weight 170 Ib LUMBER BRACING Tart CHORD 2 X 4 SYP li 2 TOP CHORD Struclural wand shaalhing directly applied or 2-11-5 m pvdins. LOT DILI X 4 SIR No.2 BO'r CHORD Rigid telling directly applied or IIYO-0 oc hraciaq, WEBS 2 X 4 a'PF Noe WEBS 1 Row at mid al 5-12. 7-12 REACTIONS (it/sae)z=1 51 310-3-£, ID=1444•'038 Max HOC6=10E(I.C 71 Ms. Upg1P=1£2CC 7), 10--143(LC B) Max Grad=1727(LC 2), 11( 1625(10 3) FORCES )ll - Maximum ConlpreselonRns%Imum Tessin TCP CHCRO 1-2=3137, 2-3=-2980J2E4. 8-4=-25941252, 4-5=-2369285, 5-6- 17071233, E-7--1707;232. 7-6=-239T/271, 8-9= 213061247, 910=2H7C1251 307 CHORD 2-13=2751'2551, 12-IS-15511948, 11-12- 8211954, 10-11--1961250] WEBS 3-13-4891151, E.13=.2511319, &12=-6 1179, b;2=9611U92, 7-12- -6 93 Y181, 741-301630, B-11-4971161 NOTES I)'Muc ASCE 702', Cohen:: h-25f1; T--,DL,GE.0l BCAL=Srrl Cafagory li Ezf B: enclosed, MWFRS gable eno zone, cantilever Will d ri l exposed end vertical left and right exposed; Wmber DOL=133 pule grip COL=1.33. 21 TCLL'. Ant(E 7-n2; Pf=20.0 psf ;flat roof snow): Calegory 11; Exp E, Fully Pop.; Ct= 1 ? 3) Unbalanced snow loads have been mnsidereo for !his design. 41This truss has been desigc_a lo: g aoler of min roof live load of IF 0 psf or I CN rinses ilal roof load of 200 psf on overhae.gs pot.-cnn Wrornt wide o1hRr five leads. 5)TNIs Vass has baea designed ICr-a 10.0 pst taltom chord Al )mad noncorzen i wl6 any older ova Issas. El This truss requires plate inspecgon par iha Tooth C:iunl MefiCd when Hill twos s chosen or quality assurance inspection. "JIW 910/1j e4 7j 71Provlde mechanical connection [by omers) W truss to beating plate capable of adhstinding 122 Ile uplift at joint t any 143 Its up(i(]LLeI j IK C py 10. ?(D ..... 8j [his truss is designed In amordsri with the 2003 Inleuntionel Residential Coda suctions FbX 11-1 and ,1302.102 sad refers( erfJ "l?T? ' '•- standard ANSbLPI 1 G R Q i LOAD CASE(S) Stapdard 01p. dG?i20 db •1• I 5 '?+'• STATE OF - /6 vti ?1L' ?l /Ils N111 V1it l August 8•,2DD( L °?R l9 •,9 Pv°M B d to x MRcts NM 1 H6 11IS tilld .1FANY A - 4a 9 Ua- y - b A N p p 1 h .1 f - n A $I YG 9 p - M! .lPY b 7:'! x tle 9 F ?? w' i Y P re, IAY of C 1 3n r 111 - d Iq -r fi H9 . - r- bieml u,. s FP i f tl?ico i b liars N i=4 ,ill 1 lr - g 1 da Ih .Ani1p .,I 5 - M1 p Ci.l olwtla 4tl11-rcl 11 ell br.?« Cr IF2 "t.] , ra-s , be •cspeno?1/ cl !Ye ri3.tl rare., F, . q q,e p?rd C[I ea lays:lrJ ta1lst 5rom3E. derAt, hlilcl., sI"A tiro goang, cc10.W1/re llJVllfy CfB.11UI,1 a- n56A9 and 90511 ru9dlnp C mpon.nl Ch-PR'UAaiEF er fory. k]gg Safely Inlo,mRtr.. eRea aJ1Ibb.E 511- a Rc1e 1 j O'p.urv? pdu_ 'ore" .h C?I9. CM1eslerf11 , .. 3_n11 2009 6 'J0h Tresa Tmss Type Otv ' 3242 Tc1 ATRC 3 F , Jcb Haf roufpn_al, -X FWLL AND HOUSE LUMBER C9-, VV<STRELID IN. 36074 - 6500 s pp; t 2 2007 Pd7ek Iedustrles, Inc, Wad An, 09 C5:17.4 .31 22-7-G ? M1 0.T2 17-3. 7k(7k( 1&SA li 7021-t% 24,1 23! 6115 33-12 137 4E-13 388 3sE 2 8-13 1-37 3392 301E 2.}4 Scala tiR 6610 .4x4 Mil A4 IAII291I 1x4 121120 P..1b i r hie'4= ?- 214 90aIIy 1 MJ12lll tea PREP MII2DII 2,4 B s \ ,Y Md2s 2x4 IAIl2ll 213 MIIIDI 2x? 1011261 1 11 4m 13112E 24 2.4 MI120( 2x'- M1121)?, 1 2 2x' .N1123,g - - 910 I'll 10 it / d ELI td 15 14 ;3 :2 3rE 101120'1 74 Mll2 E„b MI1 Tx8 101129= SE6 M IIP01 p rL]-151 3312 1 163-4 21-7a 1d-1` &al 14-11-e 95-12 1-T-Ifi Pbte Offsets fR Y112'.0.36 Edgel 110 0,13 Edge1 113 P2-0 b4-12' )15. 3D 0-0 -12 LOADING (pd) C SPACING 2-0.0 CSI DEFL in (1.) IIde1 111 PLATES GRIP T LL 20.0 (.Roof' Snaw=20.0) plates Increase 1.15 TIC 0,50 Verl!- -021 1315 >999 36) WHO 1971144 TCDL 10,E I umGar Increase 1.15 BC 0.39 'Vert(TL) -0.29 1}15 >989 240 BCLL 0.0 Rep Sigl Inar YES WE 0.67 Hcrz([L) 0.01 12 cfa aid BCDL 1c0 Coca IRC20L3)71712002 (Malin' Weight. 201 Ib LUMBER BRACING TCP CHCRI12 X 4 SYP No.2 TOP CHDRD Slnlclural woad >heaihing directly apnliad or 340 oc punins, e 91T CHORD 2 X 10 SYF D55 and verticals, VJE93 2 S 4 SPF No.3 'Except' EDT CH-RD Rigld ceiling tiredly applied w 6-0-0 3n Gracing, 4E 2 X 4 StiF Na2 WEBS 4 Row a'. midpl Y15. 9-13, 216. 1042 JOINTS 1 FFa C al A(s)_ 17, 18, 19 READTION5 (Ib:size) 16-159410-3-S, 12=15AID-3-8 Max H.,AE=317(LC 5) Max Upli11E=-416.0 7). 12=-41(LC 9) Max DraMCa1329(!.C 2). 12=1929(LC 3) FOR7E5 (In) - Maxirrmm C,rdnpressicw!Avxlmufn. Tension TOP CHORD 1-2-0160. 2-3-103757 , ?4-10C!111. 45=89AME0, 78=,898MRO, 8d=1030:111, 910--3037;97, 10.11--OK 2-16=-212711 D5, 1412=2127/105, 5-6=4011130, Si=-]01!130 DOT CHORD 15-16=2591279, 1415=-107360, 1314=-1 W1]dD, 12-13=-4158 WEBS 4-21=-409115, 11-21=-398.79, 17-38=- 1319=-393100, 19-22=198.79. 13-22=40131K, 15 20- -257!235, 3 3-20=210;229, 13-23=-2571235, 9-20= 28002-2901222, 5-17=-151/59, 2-16-121 In 0-13=--128/151514. 4, 318=29;205, 7-19=29rz05, 2021= e7122, 22-23=-261 22 NOTES 1)VYndo ASCE 732; 90rl h=2511; TCOL-b.Opsl; DCDL=idpsf, Category 11; Exp B, EEdosed; rdWFRC gahla and xone, Cantilever all and 01910 exposed end vertical left and right en,lceed: Lumber DU11=1.33 01218-giiP DOL-133. 2) TC't- ASCE 7102; Pf-20e0 psf {flat rwf snow); Category 11; Exp B; Felly Exp_; C1=, 1 3) Unbalanced snow [cads have been cupsiderec for this dasig0. 4)TI.is ir4ss has been designed fu grealer A min roof five load of 20.9 psf or 1.00 tlmes flat roc; load of 20.0 psf on overhangs DII// if 1l ? 5\\\ /T ` non-concurrent with ether live loads, s\y , `-f provide adeguale drainage to present water posting. O C)Thls buss Iles fiecn designed for a 10,0 ps" Co1IDm chord live load noncgncurrent 1Hth any other live loatls. ?yg; •, •• 1 v . -•= r"•= ^-1t-J I v- _ ,I 111i -, une eumu ?s,. IM ens c.useu a 4oa0ry asaagnCe frspeprfon. 81Ceiling dead loao (5A psi on memhans). 14. &9, 4.21. 18-21, 17-t5, 1]-19, 19-Q-&2 9) I l chard live toad (49.0 per) and AstloF.el bcclam chore dead load (0.0 RsfJ applied only to maul 13-55 = 101 Provide mechanical connection (by .!hers) or buss lc beadng. plate ..,able of .1traland1ng 41 It, uplift at joint 10 sad 41_-1b 12 = A v II This truss is designed o acenedarne with the 2CO3 hltenil:ional Resider,lial Code soctions R832111 and 81302.10 .2 add Fat i standard ANSIf7Pl 1. LOAD GASE(S) Standard Vv. E?92r25b - at ]oinI 1 STATED- ? 2 ljlf!lllllllt H3\? August 5,201 ,007 n ep1 V FA lM1. 4rnfYa 19P ?1 M4Gn Ve cr[S ABDIYC£Lr4£n TeXF5fER8YC6 PA0£tlr T93 4E 058 , ` L IF ' r N 'IF kill 1 This N >x?r P Is .L F a d l b idvg r •PFG t'M1 a 9 p 1 nd P P - c P 3 1 P bPy b lid 3 d y I I d 10 - g t MITek kl i r r 1'rd eja l L P 4d 1'- I p t- g! _ slob ON 9 In p ilLffly I r ddb nN p I b g F II --I' 1 t -s It -P -1,%y f 1 T:£3a a ra 9_n I 1d f U' f qu¢YV I 1 g ?L n _€ J Y'r9 Ay0 INH Q-11- B eo, 05x.2, e c SCSI! lvllong Ccmpon[nIP 14515 M. O r F[,1p, 5nlcly hlmmollan er¢icple from 3mn Fole InSFJUIe 533 rr L-Vro Pn s. M1to"Ifcn, NI SR.14? Use EI0. „ v ,? „? Jcp Truss uses Type Otv Ply 'AES71"ORT-3212 12 T01.°B PIGGYEPCK ',c 1 ti533C<; ct, HALL ARE HOUSE ri_ Ar 3 EO., W-STFIEtO IN. 46C•74 S.xu s Apr ' 2 2002 PATek Irchroies, Inc Wei Auc OB 01:17.40 258 _1 511-0 3A-8 2g5 Srale 324 M1126= 111:. SEE Wick STANDARD FIGGYBAC:C TRUSS CONNECTION a DETAIL F'%R CONNECTION TO BASE TRUSS up" r12 / 4 Z / \ ? ? 2s4 M112G 214 4612W o 5_11 A s11D Plate Dffsals (x Y1t3:0.2-0 =_tlge] LOADING SPACING 2.0.0 CSl POOL in '(pe) IIdeg Lid PLATE5 GRIP LL 20.0 MILL Snow=2001 4Pecei Plalas Increase 115 TC C.30 verry LL} -0.03 2-0 •999 350 MI120 2491 TCDi 100 Lumber Increase 1.15 BC 0.21 v,mi TL) -0.10 24 >7BI 2-0 TO 00 LL 00 Rep Sire" Inc, YES W13 Ox Horzil0 004 5 nla nla BC L_1_ 0.0 Sign 1RC2003fTPIKU2 jlAalnx} Weight 21 Ib LUMBER BRACING TOP CHORD2 X 4 SYP Nat TOP CHORC Structural wooa-snisesun9 directly applied or C-0-0 or perlins. SOL CHORD 2 X 4 SYP re DOT CHORD Rigid ceiling directly applied er 10-0-0 an bracing. IOEACTIONS (Ib/size) f-26-rM -6, 5=202i)-3-3 F.M. HorH=-50(LC GI Max UplEt--23HC 7); 5=-23ILC 81 Max Gra0=200(LL 2). 5=300jL0 3) FORCES (Ii - Marl em Compressionridavimum Terl TOP CHORD 1-2--I iMfn5, 2-2=-99159, 3-4=-2'9159, 4-5=-161 - 30T CHORD 2-4=-71225 .NOTES L Wmi ASCE 7-02, Murph; U-2511 TCDL-50psL TCOL=5.CAsh Cstugwy 11'. Ext, T: ereccc,d, Id VdFRS gshla and mne. c.rtilai but and ,eight a pP end left and right exposed Lumber OOt=1.33 playa grip OOLa1 33, vei E J 2)'TCL CLL. AGE 702 Pr =2329. 0 of (flat mcf snow); Ga[agor7 II Exp BI Fully Exp,: CL: 1 it nhaler.xd show load Have been edasldered for this ell 41T1115 I r has been designed fur a 1Q0 psf Lai ei live lead narecs.c.eenl whfl any other live Icatls. °)This truss req Wires pence !nape^lion per the TnWn Coeaf blamed when this truss Is chosen ter ueei ly s mrairl Inspc?il (I) Tearing ai ireful s) 1, 5 c.mrd rf- parallel to grain value using April 1 ,.at. ro main formula. Building Eesgner should venfy raiaclly ar bearing surfade_ 7) Provide mechanical connection Iby others) of truss to besting plate capahla of withstanding 23 to uplift at joint 1 and 23 It, fall a: li 5. EjThie truss is designed In accordance wllh the 200 International Resfdeallal Code aeefions R°62.11.1 and 860210.2 anti referenced standard ANSIAPI 1. IIIH 1 r F'O ri7! LOAD GASEISI Standard 2yyv ?v C'?r ` `s ,S ) I 5. tS7ER •• % ? cQ •' P ? = r Nv- 609202:6 '• 1= -er STATE O: 2 c O IIIINION 11/ August. B,200? Wait.. wri/y g R dRC..L CEda Mts AAD LYCiLDEUN C &Pice,.Ft xo ® Lee, fd f ri1h Mlk lore rn a3 ' aN y e . d.v.l bids f. 7 np9 Fd - tl a I Id_ P Pte" I 1 F ?,A V - Arlo y d iii r ,,r UL d e E y r: '? Y _ ul r rnpvf ota 1- E q Add I 1 i,a .,ptl y q it I' m p D9ty I .: ' N . 6.fI¢ Ivt R P dc I al r _ni ber ap nr Inc weeoll Ill -, In m,-skdd, M1= a,ld.np tlt d _ rof gered grnlance di l oGdcalloR g,Aly cxllm rto-vfra. deWe'. eszeel n end-.?;1"r ee A!IVP°II l{i C,r-U., III. 0i sr 1F i!iidr.a Gompon=nl ' ' 16515 N_ glnf ?pel u 6ude A?W "I" Solefy Inf-IIII--ill Itim Tnnv Fk nstllole. ? pn=rrio e c o"e 1-IAd§i., 11 9.34 _ ? GftesltrtxYF, Me fie" 2]07 is l)nb fuss -,ob" Typa c, Ply WEST' DRT 2212 I125fi5)42 3212 TG2 ATTIC ? 1 ? b Re]?anc^_ ieolimnalj HALL .AND NCUS7 FLIMSIER CO., 'r'JESTFIEL-, IN. 46374 n509 a - Apr 2 2011] MiTak IndushTes, {na. bVed Aug 136 3111]:41 22 -b ?,&OA 43.51 7bE 166-0 13-t"e 16o-Pt 14-11-V 21-19 ^l PI-2 241-'2 I . 3c4 13-7 2-E-13 a 3c-3 2{,;3 :-27 13-120.610 234 -W,-1.76 4'F 1011,0 2x4 M112011 44 MJUD? 911 E 6 E.Ctl 12 2x9 MI12? 21= M1 2 d1 ?4 2Mlx 0 lf 1.1112, I I9 3 1 1? ] , i 5* Mfil 2 9 1112m11 2 2x4 fail 2d 2 4 1 4 IA112CII \\ . . x 4za IAIl2L= e ? ? 2,4 KlD ?4 M111121?/ 2wi M112D` ? < 2.4 411 31P I 1E 54 13 12 s1 - 9x3 611145111 61F Ml20= ?se Ldl2c=G,i mfoulI 8 la"U2 5-R4 -d-11112 21 2-g 2-11 7 5-04 1+11 a 13 11 0.7-15 Plate Of(seL= f)<.Y!{9:0-?-$Edcel [1203004121 114'.0. 3.0 B-4-12 LOADING tp;t) EPACP.'G 2-OA C51 s PEEL in (loot tidal L/d PLATES GRIP TCLI 200 (Roof Snow-200) Plales Increase 1.15 C 0.56 T' Verl(LL) -0.2212-14 1999 35D MII20 1971144 TCBL 120 Lumber Increase 1.15 BC 041 Vart(TL) -030 12-14 1-049 240 RCLL ).6 Rep Slrass IncF YES WB 072 Horz1TLi 0:]1 11 nla nfa OCDL 10,0 Code IRG2(103lfP12C02 (ltatdxl Weight. 197 It LUMBER BRACING TOP CHORD 2 X 4 5YP Nat TOP CHORC S?u:Wrdl load shaat.,mg dlreelly applied or 6-6-0 oc pudins, PDT CHORD 2 X 10 SYP DES oulj ver11ca1e- WEES 2 X 4 SPF No.3 'Eecaot. LOT CHORD Rigid ca,hrig directly applied or 6-G-rt be brac 37 2 X I SYP ,Va2 WEDS 1 Rmv at midpt 2-14, 8-12, 1-15, 9-11 JOINTS 1 eolcs at 16, 17, 45 REACTIONS (Ibfa¢e) 1S=iE2110.13, 1 -157410 2-E Mae Po,A5=230(LC 5) Max Uph&5=-101LC 8), 1i=-37(LO 8) Mae 5ravla=1720(LC 2). 11=1E1C{LC 3l FORCES Hb) - Maximum CompressioniMsedrnum Tenslon TOP CHORD 1-5=-983!92, 2-3=-999%00, 3-4-90111M , 6-?=962/161, 7-8=-10161103, 0-D-10071F.3, 3-10=6.'60, 1-15=-2102/129, 9-11=-206&199, 45=7061131, 5.6=-7061131 BUT CHORD 14 15=-24412@6, 13-14=-lil 12.13=3C4R37, it-12=12(56 WEBS 3-29=37[169, 17.20=-37584, lE-i7=32084. 16-16=-37084; iE-21=576.03, 7 21=396[6 1. 19-19=-2871222, ' 2-19=-2a.IT1 g, 1 2-2 2=-27 412 21, E-22=28 V211, 51 6=-1 5 0150, 144=-456.11825, 9-12--123 Y,4674-17=-291203, / / ?/ Ll? ? - y/ 6-111=-2912]4, 19-20=-25123. 21-22--2 7121 r ( ?L ? ? ? NOTES 1) Wind: ASC= 7.92: 90nph: h=251; T(POL=5.Oasf', ACCL=iOps`; Catepory II; Exp B; enclosedMWFRS gable end zone; carpal ar' left Erc right expnsod : end vedioa; left and rgh0 exposed; Lumber DOL=l30 plate grip DOL=tom- 2) TCLL. AECE ]-02Pr=2C.0 per (Hal reel snow)', Category II: Exp D; Ally Eep.: Elm 1 3) Unbalanced sm,x load; Vq3 a bee.9 con,uJered for Los lasiLm ')This Pusa has been designed for grealar of min roof five load of 20.0 psf or 160 times flat rear load of 20,0 psf on avNhanga j1511 k11113p f7 7r] 6 non-cancvrrenl vaw other live loads ENE. Pro 5 ade uara d re t ? ld i t t di < y ) q ra ven G e nage o p wa er pon ng. r '• " E1 Rlls IN" has been designee for a iu_0 psf botltom chord live Ioatl nan_onourreq; with any other live load,. t F .• ^? ISTEp e. ])This loss requires plate inspecfien per the Tooth Couul Metlmd when tiffs truss ie chosen Tor quebty assuranca imspedion, ••pG e) Ceiling dead tc ad (5C ps0 on rm amb or(s), 2-3, 7-8 , 3-20, 17-20, 16.17, 10-16, 16-21, 7-21 = Q •• ?_ 9). Bettom cao.M live load (420 p O and additicnol bollom chord. dean lead (0C ps) apfna! only to roam. 12-14 No, 60920266 = 19) Provide ruschaolcal commeclon thy ohie:s) ei 1!433 to bearing plate cepaale of willbotaallag 10 It upMl al joint 15 and 3E-Pb uplir.. a- (Clnl 11. P • i IT) This guise is lc5fgmec in accordance eilh the 21303 InternBomal Readenbai Cede sec6ems R502. 11:1 alt R602.102 pFJ r- P STAT7 OF 27? ? sfandale ANSUTPI 1- . ?T?'• i;?OiANP?' ?w ^. LOAD CASE(S) Slsndand<<<<r ' 1vxv? <2O/ry? A? ? ?1 fi 1 Apgus( 8,2001 2377 8 eapI '" NARNIli6- e!1 4-1, READ M1OTBS DFI ] .,,IU VU eaJ WTLF ... 1A .1 Mir 74 71 real, .-g, All r ly 'ih MIT ,k _ - IT 3 f uxe p fe l d F on i+' I tW p I. We Pp Fi tV, a do,,,, p' 3 i^ p ry tl.? al y nl r•p bill I Id l :1? f 1 11 : r1S h .. x kl rel r 1 M'd t ornl- V -- Ad?loo 11 v w b e a 1 re [.l d- ?eavelrr a Ou re pa,?±25f1y of mK ? Or, add s ml p_m '.a L+acrg w 'ne --1 1 slm?rtre 's me re,A,1,f , of he bddra ej,rer. Po' ref rF1 gu iu -ee regu'dmg .o?.w.?..a. P' ficn x 11 -,! 1 g d P 1 - <,tg. ',*N!lnPlI Qealirj CElodm Did51 entl 9611 f.lJn3 Ccrnpon.nl 1416 N. pun Pony, Sale n°W 5 INy LlormuN n .akbl_ N .i. Poll, I2.hul. o93 CYN+clnc bn:r, Alrtason. K, 3119 recs a,6eX. N" W011 Joo Truss Tmss Type Ory Fly '%ESTPORT-3212 11'_`d3043 '212 T03 C061MON Jab Region. fxfonall HP.IL AND HOUSE LUME-R CD., N,STFIELD IN. =507: 6.500 s Ap- 2 2007 Mire?. Irwust-iEs, Inc Wed Aug 09 Cr)17:A 1 -18G i "-12 13-1.a 14LB tA3 6412 I E&12 Lau Brae = 124. 4rE Aill26= 3 46C r / i 2 ., I> 0 1? 9.4 N.1120= 2x4 M112N 3.4 1,1112? SU-12 13-1-E 9-&12 c S12 Plate Offsets !X,!)12:0-1.12.0-i-61_141.0 /-12 0.1-81 LOADING (ps0 SPACING 2.0 0 CSI DEFL in (loo) VdeB L/d PLATES GRIP TOLL 200 Plates Increase 1.15 TC 0.44 Vert(LL) -0.07 2-d >999 360 M1120 1971144 lP.ool snaw=20.0) Lumber Increase 1.15 BC 0.64 VenQU -D.15 2-6 >999 240 TCDL 120 Rep Stress Ica YES 'P.9 0,12 Horn)-L) 0.02 4 nla its BCLL DO Code IHC200111PI2002 (141 Weight 46 lb BCOL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORC SVUdLral wood sheathing directly applied or 5-7-12 oc puffins. BOT CHORD 2 X 4 SYP No.2 BOT CHORE) Rigid ceiling directly applied or 10-60 a bracing. WEBS 2 X 4 SPF No.3 REACTIONS (Ib/size) 2=582/-3-8, 4=5620-3-8 Max Hon2m2r(LC 5) Max Uplaie92(LC 7). 4=-92(LC 8) Max Gra1F=6d0(1-C 2). 4=680(LC 3) FORCES (b) - Maximum Compres3ionlMaximum Tension TOP CHORD 1-2=0125, 2-3=-993187• 34=993187, 4.54126 BOT CHORD 26=-441636. 4-6=4411386 VTBs 3-6=0/296 NOTES U VArd: ASCE 7-02; 90mph; h=2511, TC0L=5.0psf; ECDL=SApsf; Category II; Exp B; enclosed; bPRFRS gable end zone; cantilever k and / right exposed ; end vertical left and right exposed: Lumber COL=1.33 pl ate grip DO L=1 :i3. ?/ / 21TCLL: ASCE 7.02; PI=20,0 pet (Bat .of so.); Category II; Exp S Fully Exp.; Ct= 1 3)Onbelem,ou snow loads nave dean consbered for one design. 4) This truss has been designed for greater of min roof live load of 16.0 p si or 1:00 times get roof lead of 20.0 psi on overhangs non-conm«ent with other live loads. 5)TNs truss has been designed for a 10.0 psf bottom chard live lead nonconcurrent with any ether live bads. 5) This Vuss requires plate inspection per the Tooth Cevnt Method when this truss is chosen for quality assurance inspection. at 111, connection 7) Provide rderhanioal 2 uplift others) of t a t I al lh o 7 R802.10.2 add ce? refue wE M F.? trternational Residential Cede 2003 sections RS 2,11,1 and this s desig ed al accordance Fp ss ) ta. asd s A ? ? LOAD CASE S St d ,4rj1ST?R ` ( ) an arc G - Q - - No, 60^,20266 :- s a'• STATE OF IZ % o S 4 o r SS aNA 7 i lls - August 8,200 20)7 a C WA vcap G fyJ Iq ya2metersM d' 90th iHI9 bowel L 1( ITEA n RLPB PhOE Nn 9i: a BEPOItEL L. ?- p,lic ]ktl 1 N m le eY c -reetlvi m. Ih. d5n e bowel picrlC tvn CR it rl r0 a I O A d- evld. g F entl. pF., to mly d de F' nr- antan one Froce Pu Irnn u p _ al b .1 e• s1.Ny 'k1 tle:goe, er I V di c, e B i Is mr of fi etal 1wWt e, vM'rvoual r Tee Si, Adcllv.. it .Ip'O r cmv le nOd . n mim?tipn 1 Ihnc r -ItN of In MITP. k• ecinr. 0.ecfe117, pan Ix.in vI rt hie I! me Ind bukins a i l .. fu sent rd buv • .A iI,t,eiy cn cool.-l o .mi som Ic Wrt -eIld, e rec , rm arse,-ino. wrG9sumsin'u aUuer h 19. osa-n? .69 e ii eWlNno a mP? leel,:zcv5 nenl Ys` N. Outer Find, 13".. ",a eol Inlamutlon vailcye '. ?. n Plate Imnlple, 56 3 - OCo JMO. WI 53719. 7I9. N:.w'o on. ClrestPlfie N, LIO sea;-, Jot Truss Tr9ss Tice 0 , PCRT--3212 I 7 7 112583044 3212 T-34 CObWgIJ _ 1 1 In8 Re+e (oWionall SAL! AND HOUSE LUMBER CO., 1"rESTFELO ItJ. 46074 5x1,] s Apr, 2 2L07 2C07 Wick Flat es. loc. :'sec Aug G6 091T43 .P-4 65_3 I2a-13 113 2-8 20.15 2311-13 3630 1-0.c 6S? 5_10.11 SIc 1; 311.11 Slu-11 &>3 Scale = tEq, 5,,5 MIIXF 6be 12 5 3x4 MI123- 3x4 M1120: 7 5 y9 M1125 - 6 W[20? 2x4 MIC20?\?//\ \ ? 84 Llll2d' \ \\ 9 3 1 L q: Id o axe M]I2FF 15 14 13 12 11 3x3 MIRY 3x4 Ml fl( 3x6 1,11120- 3x5 M112F 3x4 IAIVc- 3x9 IM F 9>E 1&2-9 27 _00 1_ 363-0 r I 3+E &fee 8-160 9M8 Plate Offsets (X Y)12:0,4-12.0-1.81_1;0;0<12.0-1-81 LOADING R,L SPACING 2,0-0 C51 OEFL in (toc) brde0 Vd PLATES GRIP TOLL 20.0 Plates Increase 1.15 TC 0.57 Ved(LLI -0.16 2-15 -999 360 M1120 1971744 (Roof Snwl=20.0) Lumber Increase 1-15 BC 0,81 Varl -0.50 10-11 -870 24C TCDL 10.0 Rep Straps Into YES 'AB 048 HCrzHQ 0.14 10 ma W. BCLL 0.0 Code IRC20031TPI2002 IPA.MNI Pietghl: 170 Ib BCD! 10.6 LUMBER BRACING TOP CHOP.D2 X 4 SYF Nag TOP CHORD Structural wood sheathing directly applied or 2-11-5 oc pudins, BOT CHCRD 2 X 4 SYP No ,2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2 X 4 SPF No.3 ViEBS 1 Row at mfdpt 5-13, 7-13 REACTIONS (ho/sae) 2=1515103-8, 10=144410.3-8 Max Horz2=106(LC 7) hlax 11ob1E=-1821! C 7), 10=14311C 3) Max Gra`@=1R7(LC 2), 10=1525(!C 3) FORCES (19) - Maximum Compressionl6larimem Tension TOP CHORD 1-2=0137, 2-3=-298012484, 3-4-25941241, 45=-2385865, 5-6=-1707;233, 5-7=-17071232. 7-8-23971271, &g=-26661247, 9-10=-29701291 DOT CHORD 245=-2752551, 14-15=15511948, 13-14=-155;1948, 1243=-82/1954. 11-12=-82/1954, 10-11=-19682 56 7 WEBS 245=-4891157, 5-1E=251519. 5-1 3=-86 811 79, 6-13=-9611092, 7-12-3931181, 7-11=-391630, 9-11=-4971161 NOTES 1)W1nd: ASCE 7.02; 90mph; h=25ft TCDL=5.0pst BCO!=5.Opsf Category II; EXp 9: enclosed; MWFRS gatle end zone; cantilever is nd .r? right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. 2) TC! c ASCE 7.o2; Pf-20,0 ost (Pat roof snow); Cale m,, II; Exp B; nJy Exp.; C1= 1 3)Lotatenced snow (cads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.6 def or 1.00 times flat roof load cf 20.0 psf on overhangs non-concurrenl with offer live bads. 51This truss' has been designea for a 100 pit harm chard live load mencorcvmenl Min any other live loads. 6)This truss requires plate inspection per the Toolh Count Method when this truss is chosen for qualdy assurance lespectioa p1111lllllyl2 J p UI ])Provide mechanical connecfion (by others) of truss to bearing plate capable of withstanding 182 Ib uplift at joint 2 and 143 lb u ?`i(A1?ivj5i?E F \ , 10. ?? 4 .. O Pi B)This.tru5s is designed In acrordance with me 2003 Intemational Residenlial Cade sections R502.11.1 and R302A02 and rofera -dr- '•5_575 v% G : PS RFO, standard ANSI/TFI 1. • LOAD CASE(S) Standard ? Nc.60920266 = STATE OF Q' ': ` ? • ? S G p S ON N ; 1 ` N I ` v August 8,200 2C07 a A NAlu,"s. Cen/y 6Wgnpvmma[erx vne a NQ Ea be, TN9 aND amelb.£D M=R R[F'£RSA'Ca Pwe£RRI-4979 aebo. VS& .-5_l vcki I ;cry d. I n.1, Icrv Th d 1,ba d r, ro D - I dro, a ' bra M IdI b Id, 6 Jl nOr:1 Apprca1i4ry of ee p v. a t WpP r .aCvotl I P t 1.11., a5_ bufdrg de '9 - 11 ee Gl er B e -nu n 4 for Oeun rppcd 1'M:' ul ?iib de ut, nddikn t e s n sl ER( do, snm r o- r- penieltY of It' MiTek' m_fcr eCdt I pe a D 0 I m c11 k t B b6N or the t 316 0" jga Fv B 19Wda. IccricvBCn evd [colt k 1 pe f ry reclka d b eN? aNNfl Pn 0-1'H edt rk, cSf B9 pad BCin fuUtlinp Compan enf H.1: N viler Fanf Eube ee3g Safely Inlwmallona.pmele com truss Pate Ins4lu' a .R_ COMP-0 Dbn 6 MOORE01 NI 51.1e. g time O. 630.7 !Db Tmss Truss Type ORT-3212 630q= 321E T05 CCMIdGN 1 Joa Ret note cQtiorah HALL AND HOUSE LUMBER CO., `NESTFIELO OL 4EOi4 65W s Aar 2 2Wi IATak IWUsires, Ira Wad Aug OE 09:17:42 X0-0. ash ];.o-e 1 17gF11 zzs? 1,[J 63E d1C 4.3.4 4.11-12 4x4 MII20= S,:e: 1,4'=1' 4 \\ -4 MIOC? \\ 6W 12 \ \ \ " Di Mi127 / ?/ \ \\ \ 5 3e4 M112011 1\ °L 3iE MIQO= 10 9 e 7 3x4 M112D= 3,4 M112. 3x6 MIIIIF 3z4 IAZtt= ?-I1 15-1-8 t 22-5a 7-_10-0 7---8 LOADING(pSo SPACING 2.0-0 CSI DEFL in floc) rush Lrd PLATES GRIP TCLL 200 ?laces Inaease 145 TC 0.60 Vert(LLJ -0.09 2-1D >999 380 4111'20 107/:44 (Roof Snmv=20.0) Lumber Increase 1.15 BC 056 VeriT Q -0.25 2-10 >999 240 TCLL 10.0 Rep Stress Incr YES WE 0.77 HOrzJQ 004 7 n1. ria EC Code IRC20037TPI2002 (MaNZJ Weight 1JF. Ib ECDL too LUMBER BRACING TOP CHORD2 X 4 SYP Not TOP CHORD Structural ..it sheathing directly applied or 4-0-13 oc audios, BOT CHORD 2 X 4 SYP No.2 end verticals. WPBS 2 X 4 SPF I4o,3 SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (IblslEeJ 2=967/0-383. 7=89`v'O" Max HR.,2-110(LC 6) Max Uplit2=-133(LC 7), 7=-79(LC O) Max Gra•P=1163(LC 2), 7=948(LC 3) FORCES (Ib1 - Maximum Compression "mamum Tension lop CHORD 1-2=0137, 2-3=-17711165, 3-4=-15951221, 4-5=.966/140, 5-5=-236/86, 6-7=-264,70 BC•T CHORD 2-10=-15411471, 9-10=.26967, 8.9=-391622, 7.8=39;622 V'ras 3-10=-541/174, 4-10=1201699, 4-9=-16r85, 5-S=1551161, 5-7=-92708 NOTES ti r ASCE 7-02; Soul h=2 Oast ECDL= Category I S. enclosed; MWFRS gable end zone: cantilever left and tic right end vertical left and right exposed; Lumber umber rotor ght a 33 plate te grip DOL=1.33. CE B; 2JTCLL: k SCE 7-02: Pt =20D psi (flat mot snow); Category I; bop B; Fully Epp.; Cl- 1 0 3j UlID3a0ted snow loans ads I h ave been considered for this design -)This truss has been designed D, greater of rob mot live load of 16.0 psi or 1.00 times net root load of 20.0 psi on overhangs oemewrictill with other the ideas. 5)This hods has been designed for a 10.0 psi bottom chard live load ronconounent with any other Ave leatls. 5)TF.is truss requires plate inspection per the Tooth Count Melhcd wren this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to Dearing plate capable of withstanding 132 lb uplift at joint 2 and 79 It, uplift at joint 7. 6)Thls truss is designed in accordance with the 2003 ImUnialional Residential Code sections R502.11.1 and 8002.10.2 and referenced Y\\11111111 IUD,"" standard ANSIUPI 1. \ g11Eh E. R . 1 ` ?,? 1 0 LOAD CASE(S) Standard ` ; C,ISTER' ••Q , = h:o. 60920,66 '; - 'tl '• STATE OF 90 • • ? ? ? . :1A I" JDIAN a ' ?? l ??O J?? L 6N? S?JO O ? N A 511 ?/ //1111111151\ August 8,200 20x7 a xcept A litaID'Hel Idifyd gn pain 1 d.7EAD Na{ES ON FRS A6D INflVDEO bIi aBPERLX AOB IIIf 1368FOXL VSL C -RI -Jkl 1 wtl with NT 1, naFlo -1 d p s b.aed It, upon ?aameaeo h - . and . ,, a n 4.1 aAS g p 1. 4poldM 1 -d o I>am nt rd pmP F 1 f Po I ei ,Sbphl t b kdnp d g c - 'gran 0 rots, lhcwn 0'mE 1 tai .y "Pod 0-i ont'i d b o ry Add o y cop >y :ro llobdf' dump corat' a the 4b1S , f Ih.e MiTek' tldlbld p rrn 1 b I th- tl dl,< e i ,, bi,vy I Ike D dn9 tl g- Fur gl^d a 7 nd5o, l I -e?.....o.o.? godt .d L 1 og dsb e r art bating AI841PI1 CIlly Geld D51a9 rd SCSI] bal Cam.pone p5'S N. Omer Fony, sell Slap Sdeh Nlomalion pvS?le fion lnc Flote Ye'..ote 553 D'0py,b C&, Mndam III )10. C estafietl MO !1117 e Tmss Ttoss Type Oly Ply b11E9TPORT-3212 I /2593046 3212 V01 VALLEY 1 Jobf}a)erendo lopGU?PJj HALL AND HDl1SE LUMEER CO., V.ESTREID IN. 4607= 6.500 s Apr 22 200] MRal. Irdastries. hc. W'ed Aug 05 C5.17:4 3c-0 3-1-C 4,4 l Srale:- 9;2 2 a?dr,2 2x4 Lpl](st' 2x4 M112011 2s4 IAII2e: 621 F2L LOADING (psi) SPACING 2A0 CSI DEFL in poc) Well Ud PLATES GRIP TCLL 200 plates Increase 1'.15 TO 0.09 Ven(LL) nla - 1 999 69120 197/144 (Root Snwr.0) Lumber Increase 1.15 BC 005 VedlTL) We - of. 999 TCDL 10.0 Rep Stress Iner YES 143 0.03 Horz{i L) 000 3 aid us DCLL 0.0 Code IRC2005/TPI2002 (Matax) lNeiphl 19 Ib 3CDL 100 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural woad sm alhing directly applied or 6.0.0 did punins. BOT CHOR02 X 4 SYP No2 DOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF No.3 REACTIONS (]adze) 1=10116 2-0, 3=1011&2-0, 4=192,6-2-0 Max Horzl=12(LC 4) Max Uplifl=-19(LC 5), 3=-21(LC 6) FORCES (lb) - Maximum CompressonfMaaimum Tension TOP CHORD 1-2=-47;22, 2-3=47117 DOT CHORD 1.4=0/10. 34=0119 WEBS 2.4=.130/31 NOTES I)N4nd: ASCE 7-02I 90mph; h=25fC TCDL=5.Gosf BCDL=5.Opsf; Category 11; E.<p B; eadrsed; MWPRS gable antl zone; cantilever left and rignt exposed ; cad vedical left and nght exposed; Lumber DOL=133 plate gap ODL=1.32- 2)TC1L ASCE 7-02; P1=20.0 par (flat roof snow); Category II: Exit 6; Fully EXp; CI= 1 3)This Noss has been designed for a 10.0 psi bottom chord live load ndncenequart with any other live bads. 4)Thts truss requires plate Inspection per the Tanta Count blelhod when this truss is chosen for quality assurance Inspection. 5) Gable requires mn4npd.s bottom chord beaang. El Provide mechanical connection (by others) of pass to bearing plate capable of withstanding 19 ID uplift at joint 1 and 21 to uph: at joint 3. 7JThis buss is designed in accordance wi01 Ilse 2003 International Residential Code sections 850211.1 and R602.10.2 and referenced standard .4NSIRPI 1. LOAD CASE(S) Standard G\STEg ? S - "' ; . = .'• iJC. 60420?bb '; = STATE OF .-f Zr ' \ ''' ? \\`\ 21 SS ? \\ fflH nn+ `YY, August 8,200 2037 a anWARMI.in P JyG g ym h 4RPAp ROTE5W T6-f5 'C N,.Pt,EI.'CE,1 .fP09 a- relic, ?• Je q I B rlr with Vii bs. M1t tlergn b..xed day M tl uWv, n I.o rcJ ; to. - 0 al ptfd 3 p 1. Apps dy at aesl rem p p. Fe, rcloe of c .rpeneal p I f t g tilci r d 1 ecy?e- a Inq Iw ^ M7ek- _ e It, adlinal suaocl e «mndr:.duol -,,a men 11, ervl- Li a i y tlurrM aorota ba 'u iM r ri b'1'fr e N =t lad ponenl acc o r ' the c+e5 c denA la-iibn Is5v m eyoil Rcf Ila r, . nB ' n or f. gorrral Seldsca a p«dng •e ,..-_. fohrcnim, '.Pfri pually coMrel da?pe. d eery, ereel-lm at b. <o.R41VIP11 uoYFy Olllledo , OS149 1V and d 1C511 IPldlnfl Component 115is 5 `L Cc:er "and. SuF= Y]pp Sa,,I, Inlermvllon-Hank ft., Turfs Ftte irdiwle. 533 D'@dx Cir, t. iton. WI Y719. 11--im, MO s3011 Um Truss Tmss Type ply PIY '?+ES TPORT--°212 H2_5330i7 212 V02 :!aI LEY 1 ' Jc Ret nee IcpljFneri HAIL AND HOUSE !UMBER CO., ClESTRELD IN. =6074 E500 5 Apr 2 2 2007 lAiTei Ind1.=ties. In- Nkd Aug Of 09: 17,44 2 1 1-9.C 35-0 1-9-0 3,4 MII) L9-0 S.I. = 16 . DC 12 1 X X,'X. X X?? III . ti C Cx ' 'X' X x , 165 2xc M1127% 3-6C 2.4 M1123` Plate Offsets_(X y112:0-2-0 Eppel LOADING(psf) SPACING 2-0-0 CSI DETL i (lot) Uo PLATES GRIP TCV_ 20.0 (Roof Snow-20.10) Plates Increase 1.15 L TC 002 - N nla 999 99 V(LL) We A^.1120 2491190 TCDL 100 umber Increase 1.15 BID 0,05 I'. V.Terl(TLJ Na - sla 393 OL' S CLL 00 Rep Stress Incr YES VVB 000 Horz(TL) 0.00 3 We Is 6CUL 16.0 Codc IRC20 3if P12002 (NaldzJ Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-50 cc pudms. ROT CHORD 2 X 4 SYP No.2 SOT CHORD Rigid ceiling dlredh/ applied or 10-0 0 ec heating. REACTIONS (lb/size) 1=9161-6-0• 3=91.0-5-0 Max HOrzl=-6(LC ) Mae Upllfl=-9(LC 5J, 3=-9(LC3= 6 FORCES (to) - MECimum CompressionlMaumum Tension TOP CHORD 1-2>86124, 2-3=-3E124 EDT CHORD 1-3=-14/68 NOTES 1)Wnd: ASCE 7-0290mphl h=251t; TCDL=50psf; BCDL=50psf; CalegorY 11; Exp B; entlosed; AI WFRS gable end zone; cantilever left and rignl exposed end vertical left and right exposed; Lumber DOL=5.33 stale grip DOI N. 2) TCLL ASCE 7-02; Ff=200 psf (Ila. roof snow): Category II; Exp E; Fully Exp.; Ot= 1 3) This Irv" has been designee for a 10.0 pst bottom chord live load nonconcur ent wilh env other live Icaos. 4)T18S truss requires plate inspection per the Tooth Count Method when this truss Is chosen for duality assurance inspection, /lf ? 51Gable requires continuous bottom chord hearing. - V 51 Provide mechanical connection toy othersl of truss to Deanna one capable of vr. thstendil 9 Ib uplift at join! 1 and 9 lb uolil nt 3. 7) This truss is designed in accordance with the 2003 International Residential Code sections R502.1Y1.1 and 8902.10.2 Eno reterenced standard A.VSI/f FI 1. LOAD CASE(S) Standard J IE G15TEgF •: G • = No. 60420266 •• • '• STATE OF ' Q7 . "c S' S 111x O A 11 1T I H August 6,200 2007 g L Wi1R1t l JyG g p rv lee rW RE1p NOTEe OA IR .9AD rNfLVDiJ MITCK R6PERCNLb PAOEWI 939EiVFE'JSS. p y Is1 I H Th Mi k T lu ' loved Y Ix' C rd - s 5 o I- beg P- t. a for lppl b@t' c' dN 1 -! p. P r F IC 1 r 0 1 _ F bit I reolkeny or' 1 - co"'. p >Db n 1 1 1 vecort 1 U ''d- l be M a e d p sy b g s la @ r ra4 car 1 1 hre rs Dlry f lh MtTek" Adbl PE ,1 g f the o Vuc.,ne 1 v, +:C@.1 I It D" Idng dare 1 g 6 J ce scrd:, .herd rt.rk gwlp 1 L cruv O F ry e rP s te-bg RI4UIPI1 Q aEry CM D1ea9 one iCL1 eu11ala9 componeel 5 5 If aurae Forty. 3.1' aide 5clefy Nlermalbn CVUY4k hem m. Wife Na141e 553 0'0,v4c Cril M.auoru 191 -J1,. r;0 ,,, kb Truss Tmss Type Cry Ff7 ':.ES iPOP.7d212 - lr2533C-8 212 VC3 VALLEY Jcb afer-_r 10 HALL AND HCL''E LUMEER CC., V+cSTF1ELD IN. :6074 Bow s App 2 2 2]07 MiTe 2 IndusVias, Inc V:atl Aug O8 C9;1?'.= 3'A 17-1C 8 .7.8 4x4 h1112r= 6i-9 2x1 14112011 = :. $..:E 1 51 2[4 M112A low R \ 2x4 Mtl2gll v4 Ii 4 / e - 214 h11127r, 12 11 10 5 8 314 MIM 2.4 W02011 234 IAIi 2.4 1 2.4 M112311 2.4 4,11 17-30 LOADING (psi! SPACING 20-0 CSI OEFL in (loc., Vdell lud PLATES GRIP TCLL 200 !Roof Snow=21 Plates Increase 1.15 TC 0.20 Vi iLL) got - Wa 999 M1120 1971144 TCDL 10.0 Lumber Increase 1.15 8C 0.09 VerbTL) n/a - We 999 BC 0.0 Rep Stress Incr YES VJB 622 Herz(TL) 00n 7 one or. BCD L toe Cede RC2009RPI200"e (Matrix) Weignt: 85 11, LUMBER BRACING TOP CHORD2 X 4 SYR No .2 TOP CHORD S1rucoral wood sheathing dir ectly Orphan or 6-0-0 o: purrs. GOT CHORD 2 X 4 SYR I4e.2 SOT CHOR-- Rigid ceiling directly applied e: 6-0-0 cc bradng. 0 114ERS 2 X 4 3PF No.3 REACTIONS (ILlsize) 1=1061173-0, 7=10611730, 10=-90117-3-0. 8=352117-10, 9=245'17-3-0, 12 :152/17-3-0, 11=245117-2-0 Max Honrl=-159(LC 5) Max Uplill=-25(LC 5), 1D=-1B9(LC 4), 8=-145(LC 8), 9=-20(LC 8), 12=-145(LC 7), I1 -!B(LC 5) Max Graw=143(LC 2), 7=143(LC 3), 16=37(LC 8), B=47D(LC 3), 9=346(LC 3), 12=470(LC `z), 11=346(LC 2) FORCES pb) - Maximum ComaressioNMaxlmum Tension TOP CHORD 1-2=1431119, 2-3=-1151107. 34=-811102, 4.5=-61;114, 5-6=115/1(37, 6-7=-1011119 GOT CHORD 1-12=-301111, 11-12=301111, 10-11=-301111, S-10=-301111, 8-9=-301111, 7-8=-3D111 WEBS 4-10=-96114, e-d=36EA76. 5-9=-2ai 2-12=-365076, 3-11=.263185 NOTES 1) ASCE 7 90mph; F.=25R; . =; Category I entloaed; AIWFRS gates end zonecantil ever [all and t right in expoexpo light exposed : end vertical left and d right exposed; tl; Lumber DO!=1.33 plate te grip OOL=1.33. right 2)TCLL ASCE 7A2; Pf=200 psi (gat roof snow); Category 11, -Exp 8; Fully Exp.; Cie 1 / 3)Unbalanced snow loads he ve been considered for this design. C 4)Thls buss has been designed for a 10.0 per bottom chord live bad nonconcurrent with any other live loads. . 5)TNs buss require= plate inspection per the Tcodr Count Method when this cuss is chosen for quality assurance inspection. 6)Gable requires continuous bottom chord bearing. - 7) Provide mechanical contraction (by ethers) of Lvss to bearing plate capable of withstanding 25 to volifl at joint 1, 189 m uplift) at joint 10, 145 Ib upllll at joint 6, 20 to uplift at joint 9, 145 IF uplift at joint 12 and 28 to uollll at joint 11. 8) This truss is designed m accordance with the 203 International Residential Code sealons R502.11.1 and R802.102 and re ferenced standard ANSIRPI 1. \`1 1 I f1 /y/ s. w E JE F /x LOAD CASEISI Standard 2i? ......... .. G\5 No. 60920266 to :. c STATE 01 2 '14, ' 90 T ?NDIAii 7 \\\ 1/7 . 1 /f IIIII11111 August 8,200 WAILVI.Yp f /y aerp ,n f dAb.L7AM850N THfyAYD tl/G VO£D VITC R8FbA8 aCE PA bN(F Ta bEY Ra LSG ?° Dngn mid t v4 rv 1. w Wi,k iad, Thn dnpn a dared h p- f , tho"i'r ,d Ira d y btrii can,"i" P 1.12anblry Jr S p' mf laoi ncuPaallan of p .e2 MI al pinion, is-,lid r Kt fsifirer. BcCnp f awn a fa older! n.ypcA o inaviab m_neen aAt Adair- remarfl Frachr- Ic hil. tk 'ny J i:,a acnnmcron -n on re,porclbHlN or ". e MiTek" arcr. Aaailo:xil pam,oner.: tyack, c1 Ir, c•.roa r It,e onac :Gi4ry at line baidioS ded der for geravl 'Ai reDadir' ="..,a.•- iaabncoxm, aaalh contd. sldo3e. par,ner aii nod arena is -anuevrPn Quarry eMedn, cse e9 and 12sn Writing Cornyon=nt Wl, N our . Fixt, sloe a32 Surety Inl«molAn e'.alkda :,n Irv. Plule bald, 583 D'OroNa Qd, Masi WI 53719. CACSrarfied, LrD ea01. 2037 e a ,001 dab Truss Truce Type Cry Ply R°_S TPORT-3212 Ho63C49 5212 V04 VA!LEY 1 1 kip P.eferarce ! 1) WALL AND HOUSE WNIEER CO„ WESTHELD IN. 16074 6.500 5 Apr 2 2007 MiTei Industries: Inc. Wed Aug 09 0917:4 ;a2 14-1o-3 7-s2 rs2 4.4 MllZa- bra e'= 1:33. 3 / \ rur2gll v 2 4 14 / \ s 1 .Y _ ''?`• , 3x4 IA=A 5 r ° 3x4 I.11120 214 10112011 2,4 M112011 2+4 M112011 1 14-:P-2 14-1D-3 LOA DING (p so SPACING 2-0-0 CSI DEFL in (loc) Dealt L/d PLATES GRIP TCLL 2).0 Fides Increase 1.15 TC 0.16 Vert(LL) nla - nla 999 1611120 1971144 (Root Snow=20.0) Lumber Increase 1.15 BC 0.10 Vsrt(TL) ri - n.1a 999 TCDL 10. C. Rep Stress Inc: YES VY6 0.09 Horz(TL) 0.00 5 n/a as. BCLL 0.0 Cade IRC2003!TP12002 (Matrix) Weight; 62 11, 10.0 6CDL LUMBER BRACING TOP CHORD 2 Y, 4 SYP No .2 TOP CHORD Structural 'Hood sheathing directly applied or 2-0-0 cc puriins. 1307 CHORD 2 X 4 SYP Nat BOT CHORD Rigid ceiling directly applied or 10.0-0 ac bracing. OTHERS 2 X 4 SPF No.3 REACTIONS (Ib/sizel 1=14W14-10 -5, 5=146.'14-103, 7=184114103, 6=324!14-10-3, 8=324114-103 Max Herr=-136(LC 5) Max Uptilt=-141LC 5), 6=432(LC 8), B=-132(LC 7) Max Grad=179(LC 2), 5=!79(LC 3), 7=184(LC 1), 5=443(LC 3), 8=443(LC 2) FORCES (m) - Maximum CompressionlMaximum Tension TOP CHORD 1-2=.132184, 2-3=-152/95, 3-4e-152182, 4-5=-132167 EDT CHORD 1-8=-28134, 7-8=.28194, 6-7=-28184, 5-6=28184 - WEBS 3-7=-130/. 4-6e-3421157, 2-8=-5421157 NOTES eCDLl; Category IL Exp B, enclosed: 61VVFRS gable end zone; cantilever tell and h ASR; TCDL=S. Diraft, 1) Wind: xSCE 7-02; 901 zpa vertic e dym exposed ., end vertical left and right exposed; LamI,eumber,DO!=1. 3 plate grip DOL OOL=1=133. 2)TCLL: ASCE 7.02; Pf=200 psi plat mcf snow); Category IC Exp P; Fully Exp.; C1= 1 3)'Jobalanced snow leads have been considered for this design. 4) TEAS truss has been designed for a 10.0 psf bottom chard live load nonoocaurent Will any other live loads, 511this truss requires plate inspeclian par the Tooth Count Method omen This truss is chosen for quality assurance Inspec0on. 6)Gable requires continuous bottom chord bearing. ' 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 14 Ib uplift at joint 1, 132 lb uplift at joint 6 and 132 to uplift at joint B. B)This truss is designed In acacrdance with true 2003 Intemational Residential Cade sections n5011.1 and R802.1-32 and referenced I I/ ? standard ANSIPTPI i. AAV p/ F ?v FI \\\ gy //// O ? ? ?i •• "'• LOAD CASE(S) Standard 5 •'?ASTq?. •• • No.6692026,5 J ; 'o- '• STATE OF z Q7 1c August 8,200 A arxey. 1 rya.y y?a.eler. om aaan.,. orv rrusarp mrs, o purrea arrea..vecra..11a ass. naig vctitl I 'r Mn F. « Th d g 9 ho-.d N P I hc+i. d f., nCVq 1 b kne F I k6`=?OEil d¦ TP4 tiYIY of -. S i on, x pv I a po - por' bar, I w , a a IP. I I wn, B r'.F ru.vn I " feral ,1 nshvbi-oi h b N' A d'I I Y 9 1 1 b'ti, dA, im - Ih F rrnpul af Mi7ek' 1 - .Seth pe G vg of Ibe pl I fe .1 is nubplN 1 the b0lSnn emigre[ For 3e I l idan..e iepx6mlg ---- its.1,criks, cWL1 iA, I J ueF a lion A tr ch3 vrANVF,141 Q lily griefs. Dur SG no 10511 eurdnp Cempeneat 14215 h. oner iri aide .SX Solely mlwrcoll na aLL»I_ kern Trln Note LvNUte o, CDroo W Med'esn. W $3:19 - , Chesl•ieM. NO 63017 Job Truss Truss Type Qty, Fq C,7STPOR.T-3212 112`830`_0 3212 VALLEY 1 1 ' Jot Refareme lopleCla_I FAU_ AND HOUSE LUMBER CO„ N.FSTFIELD IN. 4637-1 65W s Apt 2 2037 MITO loeuslaes, Inc. A'sol Aug CB 104 R.4c 1 3241 I 12-3' 6,2-11 32-11 4x4 41120= Soon, = 1:32 ?\ 2xd MII2UII 11203 \ 2x4 4112011 2 4 / \ 1 'xXX N\JS %:<X'{k??;X"X X' •.' .. ? 6 3A Y11120? °. IeJ 2.4 Mll23g 2,4 M112011 2xa M112UI 12-5-6 12-55 LOADING (pso SPACING 2-0.D CSI DEFL in (Ii Vd.9 Lid PLATES GRIP TOLL 20.0 Plates Increase 1.15 TO 0.17 Vetl(LL) IVa flea 999 M1120 197!144 I Roof Snow=200 Lumber Increase 1.15 BC 0.11 Vert(TL) nla n2 999 TOOL 100 Rep Stress Incr YES WE 003 Horz(TLr 0.00 5 nee we BOLL 0.0 Cede IRC200ITP12002 (Mainz; Weiehl: 53 to ECDL 100 LUMBER BRACING TOP CHORD2 X 4 SYP Not TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlias. SOT CIIOR02 X 4 SYP No.2 PDT CHORD Rigid tailing directly applied or 10.0-0 cc Crating. OTHERS 2 X 4 SPF NC,3 REACTIONS (M ize) 1=130112-5-6, 5=130112.5-6, 7=67112-&6, E=302!12-5-6, 8=392!12-5-6 Max Hord=-113(LC 5) Max Unfl1-31LC 5), 6=-119(LC 8), 8= 120(-C 7) Max Grav1=168(LC 2), 5=168(LC 3), 7=86(LC 8), 8=403(!C 3). 8=403(LC 21 FORCES (10) - Maximum Compressiom'Maximum Tani TOP CHORE 1-2- 111M, 2-3=-103/78, 3.4=-10 317 1, 4-5=.111163 BOT CHORD 16,=-22,78, 7-6=-22Ad, 6.7=-22!78, 5-6=-22e78 WEBS 4-8=-2951136, 2-8=239!137 NOTES Category I Exp enclosed; MWFRS gable end zonecandlevar left an 1) right: ASCE 7-02; 90mph: hl t . ASCE eft h expo end vertical left aim fight exposed; d; Lvmbw Lumber DOL=1.33 plate gnp DOL DOL=1=1 d3. right exposed 2)TCLL: ASCE 7-02; Pf=200 psi (gat roof snm i); Category 11; Exp S; Fully Exp.; Die 1 3)Unbalanced snow loads have been considered for Ws design- /?(( 41This buss has been designed far a lu.0 psi bottom Chord Ilve bad noneoncurrenl with any other Ilve loads. S Tlds truss requires plate inspection per the Tooth Count Method when this truss is Chosen for quality assurance insuemion. 6) Gable requires condnaou's bottom chord bearing. 7) Provide mechanical conneotan (by sitters) of truss to bearing plate Capable of withstanding 3 to uplift at Joint 1, 119 Ib uolilt at lain 8 and 120 lb upllfl al join! 8. B)The'Ume, is designed in aoccoda e. ,vith the 2003 International R.,kamtlal Code sections R502.11.1 and R80210.2 and referenced slantla:d .ANSIlIPI 1. 0"' 1 l ly vv' V EN F F rOx ` .• O? v LOAD CASEIS) Standard . 5' ......... ?1sTEq''•- - NO. 60420266 B o3 '- STATE OF , 53, /v l v-1/ep %?I n41 t?N.N`? August 8,200 7 7 21207 6 J g m le f {'?njy tleugr. pIlh Walk and AblD e,lav A'tmi cool, o e b lYflmetl mom. psemelcn a ,nols, A"CE YioP.inE. ID i ', r I, IW oMOAE eSE. ?? m. bf A- 1 ,nm. p yPo-' a I an tlop p ne d Flo p" ton N p mein ibury of be@vrT. C n, - 1 lti 0 cn sham c clw IolerD o ind:vc 1 E rnh,. ?,Yy. Adoilipr lem,,erry'sro I re ,1 1 Dun, Fcx ommeonlion n , : IF_ re[pvrtr, i M 1 Mire k" v. Cdafbi-ml lbnol pe mt I Ci Livid, acyrer. l yyance reg'aCb'. IN tole u*, a b of If. c'ar? and baDoe F me ?e:per ity of 1 lam.-Eller., ovally ccnlr?l. iterm ca ii m ate e'ec:iGn 63 (lO?_u?w!:'.o g, i... hlni t QucVty on] IC v?51I totaling Component W l l3 Coler Fohy, SA. C'INI Salety :an W Nfamallnn caibSle ias Hvfe Inslila; e. 583 ' Ui. e. Idp3^on. W. Mo. Cdlnlo, C51 W. 9. Chest?dl-d, OG 6801: line Tools Truss Type PORT 32,12 112593051 '212 V06 VALLEY 1 b F'-lerencE ioclanal4 HALL ANC HOUSE LOMESR CC., V,ESTPIELD IN. 4W74 E.500 in AV 2 2007 PdTaY Inddsuies, Inc, l^.@tl Aug OE C9: V:< _ Sa- I 150.10 SO.c S>6 -xi MII2a= 5 ale = 12E. 2.4 MII2DI 3 = M112011 4 1D 00 112 - 3x4 M1120?- 2.4 MI120II 3,4 V112(7? 2x4 !.boll 214 MII231 G31o 1aa:D LOA DING (F%t) SPACING 2-0.0 OSt DEFL in (lac) Udell Lm PLATES GRIP TCLL 20.0 Plates Incraa5e 1.15 TC 0.17 Vert(LL) did - Am 999 M1120 197/144 (Boat Snow=20.G) Lumber Increase 1.15 BC 0.11 Vert(TL) Na - nia 999 TCDL 10.0 Rep Stress hs,r YES WE 3,08 11ors(f L) 000 5 his did ECLL GO Code IRC2003/TPI2002 (Matrix) Weight; 43 to B UL 10.0 LUMBER BRACING TOP CHORD2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD2 X 4 SYP No2 BOT CHORD Rigid ceiling directly rp,hed or 6-0-0 cc bracing. OTHERS 2 X 4 SPF Na3 REACTIONS (lb/srze) 1=103/100-10, 5=103110-0-10, 7=-1351110-10, 6=334;10-0-10, 8=334110.0-10 Max Hon =-90(LC 5) Me, UpIiR=-135(LC 1), 6=-IIB(LC 8), 13=-119(1 7j Max Grath=143(LC 2). 5=143(LC 3), 7=97(LC 9), 8=435(LC 3j, 8=435(LC 2) FORCES (Ibi - Maximum CompresslorMlaximum Tension TOP CHORD 1-2=-761123, 2-3wM159, 3-4= W84, 4.5=-761123 BOT CHORD 1-6=-18/74, 7-8=-16174, 6-7=-1694, S6=-167e4 WEBS 3d=9(3142, 4-6=299A2E, 2-E=299/130 NOTES 1) Wlnd: ASCE 7.02; 90mph; h-25ft; TCDL=5.Opsf, SCOL=51OSf; Catdg.r, 11; Exp B. unclosed; MWF.RS gable end mn.; camilever left and rgnl exposed end vertical left and right o ; Lumber DOL71.33 plate grip DOL=1.33. w;; C 21TCLL. A,SCE 7-02; Pf=200 p1l sf roof hategory IlI; Eye Ezp 0: FuIN Exp; C.t= 1 C 3)ncetl snow loads have been en considered f ered for trims design. qjThis This truss has been designed for a 100 psf bottom dlortl live lead nonroncvrrenl with any other live loads. 5) This truss requires plate inspection per the Tooth Count Melhod when this Inks is chaser, for quality assurance inspection. 6) Gable ragn Les commie as bottom chord bearing. 7)Providd theoretical connection (by others) of truss to bearing plate capable of withstanding 135 It uplift at joint 7, 116 It, uplift at Joint 6 and 119 lb uplift at joint 9. B)This-truss is "signed in accordance with the 2003 International Residential Code sectors R502,11A and R802.10.2 and referenced standard AP1S37fPl 1. \I}3p 1111111/7fp7j .. E . F yxx `?\o ' - O J : , . LOAD CASES) Standard G . ??STf,q? * O. _ ' Nu.60920265 ? STATE OF PG 0 JA \p EN+1p 1 n1 August 8,2009 2037 a 0.W£ My.ly lidl fox v rug pvrv ,a3 RHADM1 tid d -l,¢ 4 eon ,. A tdsxa M1.,', darn R8PSkaNCE :IwPAO6wrt ralf 38GV AS II - y M1k Mrs Ib P I n d fer cn tCrvitl b q camgo,u -In A. Pile did of de'd0 Pao e t ? P x, hi,cipalei of amP n uscin, ,.sally of b,Rdry de r I truss d 9i amoNp ' shown dfidncl !u tutee eq l el rciQtl web T ta, .u rdpx,, Im'i Gacrg 10 4swE rlolilly d"%' •.On lusl is IFe re.'aii iy o1 In MiTeIC N _ eck[ l cil P_Ima-i1c ,bca. 01 l IM1e mewl ic! f Inc FE r nesI h of :n^ Ohnl pe,10, a io genarol 9utnce rd,e5re6Q •-r=• Quality tatxralrn. g ,lily lly dor,:rol. le, hdel.ely. fitrA oo and mccrg, acrAb4!dinHd 51-8i and ntl IC511 IuIItlInO Campanenl LrelS N. Va Farr, awls Y30a Saleh Inlo,lnavcnavciode Irom wr Rale InfitWe. 583 J'OrcMC 0-r- Alodiw4 W V/, 53i1S. Ch`=lenlep. VO 631117 !Job Truss Tms Tyra Oly Fly V._STPORT-3212 125!IW52 '212 W7 VALLEY 1 Jab aler=MoGlieialJ HALL AND :iOVS'_ UJMPEP. CO, .V.ESTFIELD IN. -S074 E.50G Ap- 2 2007 Miiai Industries. Inc. Vletl Aug :09 C91,7.= 141= 1i-13 3-414 1¢14 axe MBNP Sale= 1]i, 2 tom 12 / 3 / N? { FM1 J K ) 2+4 M1120KI 2x4 IApd11 2x4 LVDOP :-13 7.7-13 LOADING i SPACING 2-B C C51 DEFL in tied) VIE L/d PLATES GRIP TCLL 20.0 plates Increase 1.15 TC 0.25 Vi n/s 939 MII20 19]i141 i P.d01 Snow=20.0) Lumber Increase 1.15 BIG 0.11 Ver]tTL) n7a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 004 Horz(TL) 000 3 nla m'e BCLL 0.0 Code IRC2003r7 P12GD2 (Matrix) 161 1: 28 to BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 cc purlinsl BOT CHORD 2 X 4 SYP Ho1 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2 X 4 SPF No.3 REACTIONS (lb/size) 1-1629-7-13, 2=15217-7-13, 4=224/]-7-13 Max Horzl=Il 51 Max UpGN=-31(LC 7), 3>35(LC 6) Max Grav1=204(LC 2). 2=2D4(LC 31, 4=224(LC 1) FORCES (Ibl - Maximum CourpressionrMaximum Tension TOP CHORD 1.2=-122145, 2-3=-122,98 SOT CHORD 14=-15140, 3.4=-15140 WESS 2-4=439129 NOTES TCDL=ie po Category 11; Exp E: endosetl: MN/FRS gable end zone', cantilever tell and IfIVAnd: ASCE ] 9ompn; h Category osed: lft right exposed ; antl vertical left and right exposed: ed; Lumber r COL=l plate te gdp DO . 2)TCLC ASCE 7.02; PI=20.0 psf (flat real snow); Category II; Exp B; Fully Exp.; CI= 1 3) Unbalanced snow cads have been considered for this design. 4)This trues has been designed for a 10.0 psl bottom chord live load nonconcunent with any other he kaes. 5)1W buss requires plate ntspeGion per the Team Count Method when this moss is chosen for quality assurance inspection. (E)Gall requires continuous bottom chord bearing. 7) Pmviae mechanical connection (by others) of buss In pushing plate capable of withstanding 31 Ib uol_Ht at joint 1 and 35 IL uplift at joint S. B)Hms truss Is designed in secondaries with the 2003 International Residential Cede sections R502.11.1 and R802.10J and referenced standard ANSL4PI 1. I ` ? LOAD CASEfS) Standam ??V EN E ?? O \`` - S.?GAST Eq ••:-I- • No, 609?0265 '; - p '? '• STATE OF //7// it0" /trillll111 August 8,200 2m7 A srtgv'cr erlfyd e(g yvrpmsrvv vM RB.L)IfOSB OY TYI AM?LNt'1V?%?AVTSft ASPERPYCEPiG8 INIl9 ]38£IOAS U9G __j. °?v pester. Md N tit. IAI?t c ,aedo in deslg u resod or), span is>.r 1 n, d " I lrvu w tr.lar>li ? t- g??Y??ee A"sfr.Gf" o'. d vg n ,smentae ono pr<pn ''- p. c: cpmpa?mt x ran Ddi . old" ox 6 -rot tus tlesigra P ->d Fo"? h for bteral P,r w d 6iyividwl•h inwe anry Sddllonol lerrWxvy omcn8 to roe r,atpy cl irq cw.>cibr 6 the rexruiaAty a. b MiTek• ere<ra. ASulbrol re.rt-ant sccth3 al 1.'re o nal [4vcui i; the °_sponsl:Sr/ cl do budlrr3 'lesy3rer 'n garerol GO:tlaca r5gar3rg .aT.?. ';svk.il gwlh' corWOL slaapa. dehery. eraa4xr vM by ri ca arcSPII pw81y talbriv, OSh-89 vrd SCJI BuBdlnp Cam>vnec; 14515 i9. .C WW Fody, Sts, yyp Solely Intmmalism -Isr3@ hco Tue; Mlt Inililota. 583 YDrx is DO.. Mgd,,v w1 53710, Chsies 8e t MO 5°317 Job - Truss ,As Tape Ply WESTPORT3212 3L12 V06 'JALL=Y 1 1 12531 oh ef (c, lis•.FI 2O HALL AND HOUSE LUMBER CO., WESTFIELD IN . 4E074 6500 s Aar t 2 2CAi IdUek Industries, Irc. Wed we 09 03.11:4 8 _3-0 1 2-a9 2-i-9 4.4 61112(- Stele = 1:13.. 2 1D00 FIT /- - \ \\\ / 3 / \ \ 2x- M112D" 2x4 1.1112011 214 101120rt' I 530 e 3c LOADING(psp SPACING 2-OA 0" CSI CS DEFL in (roc) Udell Lid PLATES GRIP TOLL 20.0 Snow=20 .01 R,ol I Plates Increase 1 0.11 VedILL) Na - Na 995 MII20 197i1W TCDL 0.0 CDL Lumber Increase 1.15 _ ' BC 0.05 Vert(TLj nia Na 899 BCLL 0.0 -.ep Stress Inc- iES VvB 0.02 Horz(TLl OAG 3 On We BCDL 10.0 Cone IRC20017PI2002 (Matrix) Weight 16 to LUMBER BRACING TOP CHORD 2 X 4 SYP No .2 TOP CHORD Structural woad sheathing directly applied or 5-3-0 cc purlins. BOT CHORD2 X 4 SYP No.2 BOT CHORD Rigid coding directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF ND.3 REACTIONS (lb)sUe) 1=10515-3A, 3=10515-3-0, 4=14615-3-0 Max Horzl=-43(!C 5) Max Usti1=-2C(LC 7), 3=23(10 6) Max GraO-132fi 2). 3=132(10 3), 4=14SIC 1) FORCES (Ib) - Maximum ComprrssionlMaximum Tension ' TOP CHORD 1-2=-79129, 2-3=7£!25 ROT CHORD 1-4=-IN26, 3-4=-10126 V,IEBS 2-4=-00119 NOTES 1i VMi ASCE 7-02; 90mpre h=25f1; TCDL=5.0p.., BCDL=S.Opsf; Category II; Exp B; enclosed; MWFRS goals end zone; cauldever left a nd right exposed end vertical all and right exposed; Lumber 32 plate grip DOL=1.33. 2)TCLL'. :SCE 7-02; 0 psf (flat mot scowl; Category 11; Exp xp B: B; Fully Exp; CI= 1 ? s fl 3) Unbalancrtl snow leads have been en considered for this design. A./ 4)This Iruss has been designed for a 10.0 1 bottom enord live load nonconcunent wiln any other five loans. 51Th1s bass regeires lisle inspection per the Teolh Count Method when this buss_is chosen for quality assurance inspection, 6)G.ble mqucos continuous bottom chmd craning. 7)Provioe mechanical cone Wket (by others) of Truss to bearing plate capable of withstanding 20 Its uplift at Jainl 1 and 23 Ib uplill at Joint 3. 3)Tf115 truss is designed in accordance with the 2003 Inarreficnal Residential Code seclicas R502.11.1 and R802A0.2 and letcfencetl standard ANSUTP1 1. a 1 l LOAD CASE(S) Srarda;d ° x flN V FF?' cr! ° j ? ? GS7E S P? No, 61 z v STATE OF 1Z \\\ • x\ N A S 0• I 111£ Ill1l T August 8,200 SqA iy Je IS P Ry.1D NO TAl AND ING.VOSL MILER AEF RSf.CE PAO MN9 Au VdE W a lY Itr 11n On 1 rhs td - x M' Po. F 1 d 1 I. r Nc G Y d rwlu b dc' q mp ra ?• 1 b4d oar nia a c. pa u Fr P P 1 P r - r 3 da-s I r a s s. ¢ r?"" l 0.1b i l I WI 1 tiFaPl1 1 r duel R Der r 11 0 _4a I. Tat FiY a Q. arc t'cD it Fo lvL lv r I.? e MiTek• a t _ Aj"fic'sal n o t ¢ p 8 1 tr I y at mI, OI t IF¢ P CRT- in vd ] Icx ? gO.O:rq D r _ v e. I D NY 1.dafl, . a5A a9 and tCSI1 U tIY C I t«oF dc,-, ¢ and M cog Nb01 RII 04 BUWln6 C rt'oanenl ' ' Y or Sufi! Iwo 14515 S.1 c efy Infcrmal w?AY.k Ii 7rta Fr._ o-Ztiuh e. 553 DJxAr4, Ctlve LlcEim "I _2119. c atIq slPaitl]. A10 53 9i0ll 2GG? 0 h Truss T,,a Tiae Oly Ply WESTPORT 3212 112563054 3212 V09 v:.Ll 'i t 1 Job P.efarenc c 'i, onsll 1 WILL AND HOUSE LUMBER CO., VESTFIELD N 4E074 6.500 s Ax 2 2007 b11Tak Induslrias, Ina Wed Ach 06 0317.42 Y&2 < 2103 - 1-E-2 YS2 3x4 0112G Ecale 1100 F3 V f X \? I zx4 MII2(G' 2-1C-3 2r4 h1112CJ I 2-162 Plate Offsets C(Y,c120-2-OEepel LOADING pah SPACING 210-0 CSI OEFL in flood) V L!d PLATES GRIP TC?L 20A (RCOI Snow=200) Plans Increase 1.15 TC 0.01 Ved(LLI n1a ruse - n1a 535 MII20 2491130 TCDL 10.0 Lu mb Lumber Incense 1.15 BC G.03 Vert(TL) Na n/a 999 BOLL 00 Rap Stress lt^r YES WB 0.00 Homi TO 0.'00 3 We me BCDL ;DO Coca IRC2003,TPI2i (Matrix) Weight' 8 It LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2.10-3 On of ins. BOT CHORrD2 X 4 SYP Not BOT CHORD Rigid tailing direcgy applied c: 10-0-0 on bracing. REACTIONS pblsiza) 1=64i2-10-3, 3=6412-10-3 L1ax Hbr,5 -20(LC 3) Max Upfifl=5(LC 6), 3=-5(LC 5) FORCES (ID) - Madmum Compression/Maximum Tension TOP CHORD 1-2=-47114, 23=47!14 SOT CHORD 1-3=-6R2 NOTES 1)'VAna: ASCE 7112; %,.ph; h=25h, TCOL=S.Opsp ECDL=5.Op5f; Category II: Exp B; encbsed: MV'1FRS gable end zone; canglever left and right exposed ; and vertical left and right exposedLumber DOL=1.35 plate grip DOL=133. 2) TCLL ASCE 7-02: Pf-20.0 psf (Flat roof snow); Category II; Sap B; Fully Exp.; CI= 1 3) Tis truss has been designed for a 10.0 psi bcllom chord W. load nondancurrent with any other live loads. 4)Thls "as requires plate inspection per the Tooth Count Clelhod whey Ns buss is cnosen for quality assurance inspection. 5)Cable requires cort6nucus bottom chord bearing. 6i Pravide mechanical connection (by others) of Suss to bearing plate capable of withstanding 5 to uplift at joint 1 and 5 lb uplift ml 3. 7)This buss is designed in ac.nonce with the 2003 International Residential Code andions .R502.11,1 and R80213.2 and ciftlenontu,d standard ANSIFPI 1. LOAD CASE(S) Standard "Itill i " r ? G\ST eq . F.• 1 :W O.639202661. ; :• 'o '• STA7E OF OIA11P' •• - . , N , o ? ` n u ll August 8,200 "2307 Il w:pr ,.W 1. (e4 y W po.a nr. W I.Il.ek ane Rr.4n nores Tins eg,. r eno mu Prr:l, N ,-,ns,s sei srd a fe,.1. isn ", .clw c ,rvctov r x,ec is reP am. d - rJt aaix, G eN p a• cortlpo,ent mC 4a1 Ddltl 9 ,i sf.r 'n o tlda {'q.aca'llen era grope: S ?.g c w e 2 n Ngwn -1 fo s-1 1 s,a b nna"oen ,t dlo,c P ry Yc rg t - . a a n.,g -sul.sicn is Ow le:mrlbl rv or It MiTek° etch. ntlallkua p csrPI _ it M e ih p Q t Ir b r. ley 9v Cnn<e re?rd,3 . .. aftly n q.rtl?ty rJr L d Fry. tte t MYq , clceI Ptlry 6tl<tl. , 0tleSE 91 Y vnd eC51l 4u Uddi Wln6 Component :.51+515 5 N COW outer Fany. Si 1300 Sety Inlarmalbn avbWSle V- id Fos hl de. 593 93 DOootdd Cleo ,6 IN 3.19, LnesimGeq, 1.10 ceuP STANDARD PIGGYBACK APRIL 23, 2007 TRUSS CONNECTION DETAIL ST-PIGGY C,0 MiTek Industries, Chesl=_rfield, X410 Page i of Ir1'?? MAXIl. W9N0 EEO = 1L0 DlPH MEAN HEIGHT = 30 FE F CAT'_GOR'Y 11 BUILDING Loo PIGGYBACK TRUSS EXPOSLIRE B or C IS Refer t0 actual truss design drawing for ASCE 7-98 , ASCE 7-02, ASCE 7-05 -J?additional piggyback truss informatioFl. DURATION OF LOAD INCREASE 1 0 MiTek Industries, Inc. \ DETAIL IS NOT APPLICABLE FGR TRUSSES 1 TRANSFERING DRAG LOADS (SHEAR TRUSS'IS) . W - 2 x x SIZE TO MATCH / ADDITIONAL CONSIDERATIONS BY BUILDINtiI TOP CHORD OF PIGGYBACK TRUSS . 1 ENGINEER/DESIGNER ARE REQUIRED ATTACHED TO ONE FACE OF TOP ATTACH PIGGYBACK TRUSS 1 CHORD VOTH 2 ROWS OF led (0.13 9 TO EACH POPLIN WITH *For wind speed 101 - 146 MPH and Teen roof height - up t NAILS SPACED P" O.C. , 2 - led (0.131" x 35) NAILS TOENAelli 11 3.8 20 GA. Nail-On plates to each face of tf05 'xi 8e x 1 112" common wire nails (.131ex L5'). Do not use holes within 112"of the edge of member. Apply 4 nails )( % from each face in each member. Nails should be staggered and equally divided between front and back. W W \ I \ \ BASE TRUSS • ? \ I \ ? 3 Refer to actual truss design drawing ? ? \ , - for additional base truss information. ( \ 1 SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASF TRUSS (SPACING NOT TO EXCEED 24" O. C.).A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. FOR PIGGY BACK 'TRUSSES WITH SPANS = ORAFTjgrl EACH PURLIN TO 'TOF CHORD OF BASE TRUSS WITH 2 - -Rd (0.131" X 3.5n NAILS, SCAB MAY BE Ol.1MfTED PROVIDED THAT: ROOF SHEATHING TO BE CONTINUO US OVER JOINT (SHEATHING TO OVERLAP MININ IM 12" OVER JOINT) IF NO GAP EXISTS BETWEEN CAP TRUSS AND BASE TRUSS' REPLACE TOE NAILING OF CAP TRUSS TO PURLINS WITH GUSSETS AS SHOWN, AND APPLY PURLINS TO LOWER EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS DESIGN DRAWING. / CONNECTION AS ABOVE / ? W1 ( Adach MfTek Sx6 20 GA. Nail-On plates tc each face of truss at 72" cc. w! 9d x 1 1/2" common wire nails (.131"x1.5'). Do not use holes within 1/2"ol the edge of member. Apply 4 nails _ 'from each face in each member Nails should be staggered \ ! and equally divided between front and back. ,l FOR LARGE CONCENTRATED LOADS APPLIED m TO CAP TRUSS REQUIRING A VERTICAL WEB: 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS MUST MATCH IN SIZE, GRADE, AND MUST LINE UP AS SHGriN IN O==TAIL VERTICAL `NEB TO END THROUGH E XXT EN 2) VERTICAL NEBS OF PIGGYBACK MUST RUN THROUGH E T D CHORD TOM EOTTCM CHORD SO THAT THERE IS FULL WOOD TO WOOD CONTACT BETW'E'EN WEE OF PIGGYBACK OF PIGGYBACK TRUSS . AND THE BASE CHORD OF , 5YW1 E ////rl N ,X? 3) CONCENTRATED LOAD MUST BE APP LIED v E E, F O ` 0 p? G „•,• •( TO BOTH THE PIGGYBACK AND THE BASE TRUSS. ??\ 5 A T C " S TO E ' • •• ? 4) T A H 2 x x 6 CAB EACH FAC OF 43 • 15T' '•, •4? Cqf, TRUSS ASSEIABLY WITH 2 ROWS OF 101 (11 X 3") NAILS . ' e' O•' " : _ SPACED 6 O.C. FRCIA EACH FACE. (SIZE AND GRADE TO MATCFQ : VERTICAL 'A'EBS OF PIGGYBACK AND EASE TRUSS.) = IN0.50920265 •; (MINIMUM 2X4) 5) THIS CONNECTION IS ONLY VALID FOR A. MAXIMUM = a :• .' e CONCENTRAT20 LOAD OF 4300 LEIS REVIEW -O i STATE OF BY A QUALIFIED ENGIHEER IS P.EOUIRED FOR LOADS •, / '0 • '•e ? ? A7 GREATER THAN 4DW IBS. •, v . ,1 D IA.NP B) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, _ ?? ? ? EPME ER O S PLYS OF FIGGYBACK TRUSS TO MATCH ?iV7 SS .O A lJ` 4Y?? R % ii 1 ; ` I 1 August 8,2007 ?WitA.YI.I.O-aNfJ defign pamn¢feea and R]tAO.VO FLBVA'THIa'M'?LVCi V?£D NITEX N£F£RFYCS PAOB.VII-T9 ]V H£FONP VSE. ?? O da ^itl I aM/ wW NIT la 1W: y e Dm=V cnN ^Pan f h n ? 3n 'aSnN I iSrp P nl. pa e!.r ° d 9` co'?"^e, I d p r sWrTl. lonio c^mP^n.n1 : a (w bBr a Cuf6 Q d g- p.e a- e FeaO MiTek• 'e I[v Atld.YVrn., ^I e .r j r ttx ben k A d-nl I , ' b lterl V 0 Ife fl^CaF Vrre ennl fi I.IE TPw ::I cr rr= ee;or. tFL enl socrg o .-I rci se ''s ho r_ l,111i it bLJi eWNrp a Ig _r. In Au rel q ,a2a e regar tllry 9..dify N end scAe a306 Saliolxic lnlc c .nhcl fiw . T. iro del'rverr. erector ?no ^ nl ce IAWpVII Ov^II'y Criteria. a5l 89 a nd eCSlI eWldlnp C^mpanenl 14-15 NFurry, e:V IMgnvllo^=. lubk liven. c Ni Im:iWt_ _E3 G'01af:b D,,, D,,, .Noce^n. 'M f37)0. 19. Cllesl>Ri°d, fA0 43017 60 f at 7 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-Ill-SiX1P,eI11115. Apply plates to both sides of buss and fully embed teeth. 0'1/16 For n x 2 orientation, [orate plates 0-'4d from outside edge of truss. This symbol indicates the required dbeclion of slots in connector plates. Plate location details available In MiTek 20/20 software or upon request, PLATE SIZE The first dimension is the plate 4 x A width measured perpendicular `-h to sluts, second dimensionis the length parotid to slots. LATERAL BRACING LOCATION Numbering System 648 I I dimensions shownt to s scalaleflceleanRrs (Drawings not t) 2 Top i-i ? D; O x U a U 8 7 3 K O S U U 6 5 JOINTS ARE GENERALLY NUMBEREDAMERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETIF.RS. PRODUCT CODE APPROVALS ICC-ES Reports: Indicated symbol shown and/or E5R-131 ESR-1352, f:R-5243. 96048, by text in the he bracing section of the 95-43. Y6-31, 9667A output. Use T, I or Elimil rotor bracing NER-487, NER-561 if indicated. 95110, 84-32, 96.667, ER-3907, 9432A BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint nurnberwhere hearings occur. Industry Standards: ANSI/711 I: National Design specification for Metal Plate Connected Wood Truss Construction. DSE-89: Design Slandard for Bracing. BCSI1: Building Component Sofaty Infestation, Guide to Good Practice for Handling. Installing r. Bracing or Metal Plate Connected Wood Trusses. MIIek Engineering Reference Sheet: MII-7473 A General Safety Notes Failure to Follow Could Cause Properly Damage or Personal Injury 1. Addilional stobifly bracing for truss spilcm,e.g. diagonal of X.bracing, is always required. Sae BCSII. 2. truss bracing trust be designed by nn engineer. For wide Iruuspocing, individual lateral brutes themselves may inquire bracing. or r llernolive T, I, or Ellminolor bracing should be considered. 1 Never excood the design loading shown and never stack materials on inadequately braced trusses. 4. Provider ties of Ibis truss be,?ign to the b... ding designer, erection supervisor, prop" owner and all otherlofarested putties. 1. Cut members to bear Ilghtry agaiusl each offer. 6. Flare plates on each face of truss of each joinI and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI I. 7, Design assumes raises will be sultably protected tram the cnvlranmr:nt in accord with Al I, S. Unless otherwise noted, moisture cement of lunrboi shall not excood 19% at lime of fabrication. 9. Uiihm expres.ly noted, Its design r. not appllcnble for use with Ilre retardant, preservative treated. or green lumber. If. Camber h in non-shualuroi corcidorolion and is the responsibility al truss lobdcalot. General practic-c is to camber for flood loud deflection. I1, Plots type, si mich atiun and location dlmeneiuns ind sated no minim..... plating u;nufremenls. 12. Lumber used shall be of the specie. and size, and in or respects, equal In at better than that specified. 13. Top chords must be sheathed or purlins provided (it rpaeing inoir-ated on as ign. 14. Bottom chords require foforal brarinp of 10, U, spacing, rIr less, it nn calling is Installed. wdcst otherwise noted_ 15. Connections nor shown um the responsibility or others. 16. Do not cut or all ar truss member or filale withoul prior approval of an en i I7.Inslall and load verticr Ily unless it healed olherwise, 18. tire of green nr treated lumber may pose unuaceplable envirannrenlal. health or pariurmonce risks. Consult with project engineer before use, IY. Review till portions of this design (front. bock, words and pfcturenl before use. Reviewing pictures alone is not sufficient. 20 . Design arteries monuaryuie in accotdonce with ANSI/TPI 1 Qualify Criteria. (91; 2006 MiiekrPJ All Rights Reserved BOTTOM CHORDS