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HomeMy WebLinkAbout 0084.00 Truss Plansrt , s " 1 -04/1'5L98 13:48 FAX 330'629 8241 i MITEKTOUNGSTOn 44HALL ,AND HOUSE 2033 U-11-12 4[4 i 454 44-il IM1-12 144 12ho 12 av4= 441- LOADING (pe0 SPACING. 2." TCLL 20.0 Ptala6 Increase 1,15 TCDL 10.0 Lumber lrulwse I 1.15 BOLL 0.9 Rep Strm-valncr NO 6CDL 10.0 Cade. LISCAC30 C51 08-D TO 0.16. VO�,L) -om ehgg SSV08 �. VE!"I ) i •0.04 9-9 >999 HOMCTL) 0-00. 7 V, 1st LO LI-Kn UdeO a 480 LUmsm TOP CHORD 2 X 4 SYP Nc,2 BOT.CHORD2 X G SYP DSO WEBS 2 X 4 SPF No3'fsmpt• 1-10 2 X 4 SYP Not, S-72X 4 SYP-No2 REAC(IONS:'(IWn ) 10e220610_M, 7_229710.3.8. 1daz Horz 10a:165(load case 3) My UP151111 (1=4850ced case 5). 7-5150oad cxrc 5) PLATES cRrP N20 14SM10 Weight 147 In BRAC171C, TOP CHORD Sheathed or t,0 on center purfm spacing, eXcepl end verfimis. BOT CHcRE Wgid cetLng diraodyapplled or 6-0-0 on center bradnq. FORCES Ob) - Flr4t Land C>ee Only TOP CHORD 1-2=1585, 2J=-2203, 3-4=Y20a, 45.,-15s5, 5-8=31.1-111=1619, 5.7=1708 BOT OHORO 9-70-0. 9-9=2ats; 7.5.0 WEBS 2.9e1462,39--169; 38m169,4-8=1dBZ.1.&v119L 5.4=1197 Top chords mnnalod wiN i mw(e) at 0-" on canto, Bottom chords connected with 2 around Imi, u5ing.5.0 psi MP chord dead load and 5.0 psf bottom chord dead kad, of dimeeslens 40 it by 24 SWIM exposure C ASCE 7-33 per UBCiCBO 7 end veak I: The lumber DOL mofmse, is.1-33. and the Plate On Increase is 1.33 fora 10.0 nsf bottom chwd live load ❑anCUnnument with airy other five loads per Table No. 164f, 7). Provide mechanical com.ecgen (by Others) of truss 1e hearing phate capable of withstanding 495lb upfdt si joint 10 and 51a lb uplift al)oGl7. 8) This truss has been designed (Or0ath UBG94 and ANSOPI 1-1995 Penng crilmia- LOAD CASE(S) "1) Constr.! Lumber Increase-1.15, Plate Increase j jt; Uniform Lands 1pff)' VerL 1-2= 61) 0, 2-3=-60.0, 3..L--60.0; 4-$=-BO.o, 5•�+5U.0, 940r-340,0. 0-9=s40�, 7-6=3.:0;0 2) U6C: Lumbef Increase-125, Plate Increa 125 Unlfamf L-fl- (Pity Vert 4.5..20,0, 5-0—M.O. &iD=280.0: 6-9--250A 7.6=2809 3) tsf Wind: Lurnber lncreoaeat.M. Plate increase=1,33 Uniform Loads (plf) Vcrt:.t-2=77.5; 2S2q,6, 7.4a34.6, 4-`�-24.6,'S 6=17,1, 9-f0=48,6, 8-9=4A.6: 7-8=486 Nr21-2=7.5, dS=34.6, SS2�.t, t_10=23g, S-7-3a9 Plate lncrease-1,3f i-4=24.6, 4-5=175; 5.6.5.9; )-10.64.0, 6.9-64-0, 7a=6a.0 5-6-159. 1-70=38.5, 5.7=-233 No. 6MM473':Z STATE OF ! eu R=95% 330-629,8241 04-15-98 12:56PM P033 #21 04/15%98 13It:48 FA%.$a0'629 8-m MITE&,O-UNGSTOWN,44� HALL AND HOUSE tries Truss Type. QIY PH T27- ROOF TRUSS 1 1 -0-0 1ff14 44. 4I IQ av4= 4x4C Q 002 1.0.14 140 e 1�14 S~1 D4 1-0-14 Rare O seLS X Y : :0-1.8 • 6;0-18 ,04431 LOAbING (pap SPACINU 241-0 CS1 y DEFL (m} OOc) YdeB PLATIES GRIP TCI;L 2o.0 Plates lnereix 1-15 TO 0.30 V004 -022 9.10 .651 h420 'TCOL 10.0 Luinberincrense 1749/110 15 BC 0.79 VGft(/TnL) 0.01 8 Na L) -0.44 SR10 a324 BOLL 0.0 Rap Etiess Nrs YES WS '02H Hoa(T BCDL t0.g Coda UBCACSO 1stLCLLMu1DdeBv4a0 WeIghC 6I Ih LUMBER BRACING TOP CHORD 2 X 4 YP Not BOTGh10RD 2 X 4 SYPNoZ TOP CHORD sheathed orb-0-0 on MrdU 4Min spacing. 2X45PF Nd WEBOTCHORO Rigld tei9rig dradlya Bed or1h0.p on carder bracing. ,BS 3 PP SLIDER Lar12X H GYP DSS 0g{0-13, Righ12X 6 SYP CGS 0-10-13 REACTIONS (Iblsim) 2=560103H; 6�560/03d A1ax Hoa2=103(I0ad rase 4) Max Upllh2=152(lasd case 5), 6-152(load c4se 5) FORCES Ob)- Flrat Load Case Only TOP CHORD 14=23.2-3=539, 2-0a343, 45=343, &Z-ZS9, 6-7,=23 DDTCHORD 2.11=31B, 10-11-31B, g-i MHOS; 8- 318, 6.8.415 WEils a•ID=255, 4-10=487.4-9..467, 5=y`=255 NOTFS 1) This IN= has been chadand for.Unhataneed IoarLng rnndhlunn.. 2)Tim 1pies rih iltaoon d�lgnad for the titnd loads generated by HO mph winds at R above ground level. using 5-0 psftop chord dead load and 5.0 psl'bottom chord dead 10gmi from hwrinn� accanrina, on an occopahcy .*or- L oondhlon I�anda:ed bwlding, of dmensior�s AS tl by 24 R wdFi eplseure C A9CF 793 per.UBCAGBO H end a' wnhlevm4 me drainege t urpmerl to wind Ir porches adst; theyare not exposed to vend Tlislumher DOL increaser is 1.33, and the plate 9HP Increase is 1.33 13) Provide adequate dlalflage 1vpraverlt Wataf Pontling- 1.4) All plates ere M70 plates unless olltervrise inypted, • 5) ThR IN. hea been dsyigned Iota 10.0 pethamm 4hold Ova load mee:en?—t with my other live loads per Table No. 1U-B,-UBC-S4. 6) Pleidcmachencal cornectlo thydniem)of Was to'tmMg plate QSPahla Of wlthstmdm9162It, uprrR stlourt 2 and .152lb upo al joinl6.. - - - `7) This twsa has hem designed for both UBC-94 acid ANZVTPI 1-1995 plamlg chlefla. LOAD-CABRS) Slandad R=91% 330 629 82411 04-15-98 12:58PM P032 #21 04/15/98, 13:48 FAX 330 629 8241 a. MITER'.YOUNGSTOVYN:,ak HAL[ AND HOUSE IN31 Job - - TnCs Truss Type J71216 T26 PIGGYRACKTRUSR 1 1 Y43MS4 tWl 6 MOUSE, WFSTFIELO; IN 45074 4.032 a Mar 61996 MTek es, Ina Lion Apr 131MAS 1993 page1 ter Mal'! 0 1dA 2a-14 1Z0-0 t aio.4 78 t4 1-4q 4t9G 4s4@ 5 4 2,o0 12 3 6 9 2 ij 7 3xl i r0 g �wp 9 1 MII 1A&M 11 3xd> 31511 2441D g3E rzg.D 2atD 66-12 24L10 Plele ORsels (X 2'0-0.20.2• LOADING (psQ TCLL 20.0 SPACING 2-0-0 piatae 1hvease 1.15 C51 TC 0.57 OEPL. (in) (lac) Well PLATER GRIp TCDL 10.0 W otierinercasa 1.15 SC 0.3E Ved(LL) -Om 5-10 >9ga vortcm) -0.10 B-10 >009 h40 1411MO BCL L 00 Rep Stress krcr YES W B 0.00 No2(TL) 0.01 7 nfs BCOL 10.0 Lode U13=50 1st LC I.I. IAn Well -4e0 Weight 58 it 111r48ER BRACING TOT. CHORD. 2X 4 SYP Nat BO7CHORO 2X 4 SYp Not Top CHORD or611-D en Denier puriin epevirtg. WEBS ZX45PF No.3 Rigidcd4 BOT CJ4aRO Rigid ce0lRg Elrccty appliedor10-0Amlcantarbracing. , 6110i5R Le112X4UYPNo21-9-.13,RIght2X451PNc&1.9.13. , REACTIONS. Name) '2=55010.4.0;,7e56oN-4A hlmr No¢2=166Qood ease q) Max Upnihzv152Qoed case 5), 7=+1S2(Iead case 5) FORCES (Ib) - First Load Case ODIy TCP CHORD 1'-2=23, 23=-199; 3�g99. SS=-199, &7�89, 7-8=23, dS-�i30 BaTGHORA R-1g=325 �100330; 7.9�TZ5 - WEBS 410=93, s�93; 4-940 NOTES 1) This trust his linen checked for unbalanced loading condl5erc. 2) This r= has boon-disigned forthe wind lodde generaled by W mph words a[ 25 9 above ground IBM, using 5.0 psf lop chord dead load and 5.0 psf bottom chord dead load, 100 ml from hurrimt ocaanitne, on an occupancy =egory I, eendhien 1 mdowd building, or dimensions 45 it by 24 ft with agneure C ASCE 7.93 per l-18=50 [rend veAbl or candleveis exist; theyrc aotposed tovgreg If porches snal,theyare not expotea to wind. The lumber DOL mcrusseis123. end the plele grip increase is 1.33 3) Provide adequate drainage to prevent water pondeig- 4) All platen are WO plates unless otherwise indlcaled. 5) Thlo'tnus: hi c been dosigned fora.10R pal bottom chord live food nonconcurru d wilh any other five loads per Table No. i8-0, USC-94. 9)Pmvde mechnmoei moneWon (by binera);if tine to bearing phie oopable of whhatanding 1521h Upllit of joint 2 and 1521b uplift at joint 7. - 7) This truss has been designed for both UBr M and ANSUTPI 1-1295 plating criteria LOAD CASE(S)-Standard i,11111 fil W 1411 �v�h_lvy49i A, r l-p STATE OF ,1 •, i ly r rtIry1P91\1t1151~`� R=95% 3.30 629 8241 04-1,5-..98'12:58PM P031 #21 04/15798 - 13:48 FAX 950 629 8241 MITE[{ YOUNGST019N r++ HALL AND EOUSE fj050 J71216 TRUSS 5 kl 2-1 U.0 2-10-0 3x4= µ„ ZA'�, 2.10a 2-184 a n 1 LOADING (pso TOLL 20.0 SPACING Ptataa lncl 2-M 1.15 C51 Tr D6FL (in) 00c) Udall. PLATES GRIP TCDL 10A Lumberiflaws9 1.15 BC us 0.24 Ven(LL) .0.04 1-3 *99 WO 194r162 0.0 Rap Sfraes nor YES V✓B OA0 ved(iL). HOMCM) -0.09 0.00 1-3 3 >73s SCLL COL 10.0 Coda UBCACBO 1s1 LC Ll Won 480 gjg Weight 211b LUMBER BRACmO TOP CHORD 2X4 SYP NO2 TOP CHORD Shoalhad. BOT CHORD 2 X 4 SYP Noe BOTCHDf) Rigid "fling duscilyappCedi qr 104Nl on carder hmcirg, .REACTIONS (Ibls¢e) 1a21510.3•B, 3--215g3-B Mein Ha¢ 1 a•121 Coed case 3) Ntur UpliRt•J9(Ioad case 5).3=-3spoad rase Sj FORCES ON -first La2d Casa Only TOP CHORD i•2a-111, 2- -111 BOT CHORD, 1-3=76 NOTES 1) This buss has keen Checked for unbalanced loading mmrniotll 2) This tm9e has been deelgned for [he rind brads generated by aO mph wlnda al 25 B above ground level. using 6.0 Od lap chord dead Inad and SO pef boner, char 100 mi from hurricane OmaMna, On an Oceupency category 1, condition 1 inclosed building, ordonandons 45 fit by 24 6 with expeium C A.;cE 7-93 per UBCACBO a aanlllevem eslst: (hci'.are ... sOVA,Uu. eiptosstlfnsandted. ry are not expcaetl to weld. The lumbar bOLirmroaaa ia,139, end the pintagdp mawse is 1.33 3) All plates are WO pietas unless olharvdse indeatsl. 4) The Irues has been designed rare 10.0 pet tienem Ah rd In, toed nanoonoorran(riU, any Other ri o lead. per Table NO. 18-8, UOC- 4: 5) Provide mechanical mnrm60on (by others) Or11U5S to bcaing plebe capable of withstanding 391b Uplift aljoint land 39 m upfIt etjoint 3, 6) Thhr raise has been desgned for both UM-94 and ANSVTFI 1-19SS plating crheda. LOAD CABKS)�_Bbmdard r No. 6020473 . z STAB E OF ..uj R=95% 3.30 629 8241 04--15-98 12:58PM P030 #21 )4Y15'/,98 :13; 48 FAX 330' 829, 82411 MITEK YOUNGSTOWN 444 HALL AND HOUSE C�j 029 Tniss - Truss Type mY 1 PW T29 ROOFTRUSS 2 1 Y438 I HOUSE, WESTFIELD,W 46074 4.C-32sW a01Nh7ektrrd-brM, nc, Ivbn Apr la 13:86741%8 Fag, AA-0 gd S" 1bo 2-106 Boo . 2-rap 1-0u 3[1= R 2-im 54.0 2-104 2_1Dd LOADING (p4 SPACING 2-": CSI' DEFL On) OM) Udell PLATES GRIP TCLL 20.0 Plate* lnorc o 1G5 TO 0.08 Vert(LL) -0,04 1.7 �aa9 tv120 1S4dd2 TOOL 10.8 Lumber Increase 1:15' BC 024 Ved(TL) -0-89 13 .7-,rg SCLL 0.0 Rep Siren Auer YES' WB- 0.00 Hoign) 0.00 3 nI, L°COL 10.0 Coda UBCAC50 1.t LCLLHIn VdaD=4S0 Weight, 211h I1rh76ER SRADIN6 TOP CHORD; 2X 4 SYP Not TOPCHORD Sheathed, BCTChICRD'2X4,VVNo2 BOTCHORD RIDldcelUggt=tly Rppfiedorl6A-0oncentorbl`aciAg. REACTIDNS'OhleyR) ,1=215Po�.8. 3s215/034i Mow Hor_1 121Qcad mae 3) hlax Upli1Ile3S(l0ad u4=S), 2-49(load case 5) FORCES .Ob)-First Load Case Only TOP. CHORD 1-2=111', 23-111 BOTCHORD 13=76 NOTES 1) Thlt truss has been checked for unbalanced loading eondilions. 2) This tr= has been designed for the wind load% gerard6d a/ SO mph winds 2125It above ground level, using 5.0 Wtop rdlord d -Qd load and 5.0 psf boerm chard dead load, 100 mi from hurricme ocaanline, on an omrpeney category 1, condition l enclosed bollding, or drmsnsans 45 R by 24 fi voth eW,sur< C ASaE 7-33 par UBWOSO. Vend ' or canllevers erist,they are exposed to wed. IF Porches mast, theysre not expesed to wind. The lumber DOL increase 131 M, and the plate grip incease is 1.33 3) All plates are tM plates unless dnffwLqe IndIC%led, 4 This Inca his been designed fora 10.0 psf Imllorn c vird Irve load nanconcurreni with any d1w lim loads aer Table No. Ie-B. UBG-114. Provide mechanical Win rciloo (byotiers) aftruss to becrbrg P16We Pablo of Wlhsfendmg 39 lb uplift mjainl hand 39 lb uplift at joint 3. 9) This truss has. designed for loth UBC94 and ANSVTPI 1-1Da5 p[.nng onl,ra,. LOAD GASE(5) Slandaid Mm 6U92p473 STATE OF P=.9.5% 330 629 8241 04-15-.98 J2: 58PM P029 #21 04/15/98 10:48 FAX 930 629 8241 MITER YOUNGSTOWN a r HATI,AND.HOUSE 028 8=915Y 330 629 8241 "04-15-98 12:58PM P028 #21 04/15/98 13:48 FAX 330 629 8241 MI -TEA ,YOUNGST15* y.4 HALL ANP HOUSE Q 027 Trust Trua, TYPO ay Pr, T24 ROOFTRU55 1 1 Y435361 HOUSE, WESTFIELD, W 48o74 4.032 s Mar 618gg kGfek Indus>rias, In4 fvtn Apr 131336:27jig- —Na. I i SS72 ift ^ 1531 &05 2ddd 1.40 5s12 5-z-r 4.1a1 44t-1 441.12 4x4- Bx6� 14 13 96=sd= 5x5= 5x5= 10 ®3- 10-6-0 1044p 15d1 2 a10.1 8.&15 LOADING (paf) TOLL 20.0 SPACWG .2-0-0 Plates lnuw 1.15 CSI TC 01:r4 (in) Qoc) Udae PLATIas GRIP TCOL 10.0 LumberinWesse 1-15 0.71 Be 0.17 Ven(LL) 0.0511-12 .Bg9 Van(TL) MW 14Bl1t0 8CLL 0.0 8CCL Rep Strew her NO WB BIC -0.10 12 >999 I-lo¢(R) 0.01 10 Ne 10.0 Cade USOICRO (Matrix) Is! LC LL Min Vde0 =460 Welgh1:234Ih LUMBER TOP CHORD 2 X 4 SYP Nos ORAGNc CHORD 2X1 S TOP CHORD Sheathed or 5-6Z on purfin apachtg, eubmting.=pt and cala- VVEBSBOT � VJE�S 2X4sFP Na.3.•Exaepr ZPF N0. pcentermID. 807CHORp RI91d caBrtg directly apoletf or 7041-0oo rover bracing, ' 2-15ZX4SYPN0.2,4.62X45YPNo2 WEW 1Row at midpl 9-1018-1013.15 REACTIONS (IWehe) 10a114310.4-0,19=129010.4-0 Max Ham 15=654(ioad rose 4) Max UpOft1 Oa•276Qoad case 5), 15-245Q0ad case 5) FORCES Qh) - Flrsi Load Lase Only TOP CHORD 1-2=63; 2-3=47B, 34=-1139: 4-6=-S:12; r- v-526, �7=7104, 7-8=•g76, B-� 11, 9-1 tk-111, 2.15a-523 B0T CHORD 14-15=797. 13114=788, 12-13=788,11-12u9®,10.11= 04 WEBS 3.14=-21, 5-1�4'76, 7.12=•536, 7.71=374, 8-11 =733, 8-10=1114, &15--.882, 417—•1(•E, 18-17�e8, 1&16=-465, S76=d68, 12-1>�-4i4, 74-17�D8 NOTES 1) This hues has peen checked for unbalanced loading cundillona. 2) This truss has been designed for the vdnd loads generated by 80 mph winds at 25 R above ground level, using 5.0 psf top chord dead load and 5.0 psf boUom chard dead load. 100 m1 horn huMcsne ocea illne, on an occupancy I encidssd bu0dmg, d dimentions 45 R b124 R wM eglasaR C ASCE 7-83 p"UBCr1CBO If and vwlic or nnlilcr exist, they a expasM to wind. IFPorches gds1, they era nee eapa.W fo vrind The lumber OOL increase is 1.33. err the prate grip increase is 133 3 Provide etl Lola drai Prave$g.Mler pending. 4) A2 plates are M20 plates unless otherwise indlcaled. 5) This trues tree boon dasigned for o 10.0 psi had,,M chard live load renconcument v Ah any other We loads par Table No. 16-B, UBC94. 6) Provide mechanical wnneoUon (try others) ofttuag to licadng plate capable of W iltEh ndng 276Ib u0jil atjoitl 10 and 245Ib upfift at Joint 15. 7) This Wes has been designed for both UBC-94 and ANSOTPI 14GM plating ttiteda. LOAD CASB(5) 1) Constr.: Lumbar Increasll=t,15, Plate Livaesa=1,15 Uniform Leads (pip - Vert: 1-2=-fi0fl.2 6g.0, 3r4 60.0. 45=60-0, 5.6a.60.0. 9.7=Mil, 74..60,0, 6�-60.0, ials=z0.0„t7.14=120.0.. 12-13=120.0, 11A2=20.01 10.11=20.0 .. 2) U LM Lumberinere:1se--125; Plate Inaeisen125 r Wy%d4 Uniform toads (plf) Vert 1.2=2013, ,�,1U11111 Le -1 2-3--20.0. 34=20.014s=20.0, &S--20.0, 6-7-20.0, 74-20D, 0.9=20,0, 14-15--00.0, 1&14=115D, 12-13=115.0, 11-12=4D,0; I0.11=40.0 -� ••.,, 3)lm Wind: Lumber lncreasa=1.33, Plalelncruase=133 JJ .� ....ST _ ,,e.,• E Unifanan Loads(p10 v=d: 1.2�44.23=17.5; 3-4 -17.5, 4-5=175, SrT4.6, b7=24.6, 7-A=24s, 5-9-24.6, 14-15--10A 13.14=8.3, 12-13=a,3 y 11a2--f0.q 10•n=10.0 Dd.5a7.5, 5-6=34.8, 0-7=34.6, 0.1 a=30.5, 2-16=233 mq : 1-2=153: 2-3=75, 3-0=75, ra9:7a-6s ?.'p _ STg7g OF jo 2nd Wind: Lumber lnveas�t3T, Plate httease=1.33 Uniform Loads (p1l), -/ to Vert 1.27-17.1, 2-3=24:64- , a24,6, 45=248, 5 775, 6.7.•11.5, 7.8=24.6, 8-9=24.6,141 �10.0, 13.1m13.1, '• axis 12-13=13,7, 7g72--1011,10.11=10-0 Horc 1-2=•27.7; 23=•34.6, 3-4q-8,13=34.0, °.B=7b, 6.7=7.5, 570=23�, 2-1�38.5 (�h/ ]t) flit 11111Drug: 7-SZ-0.2 JanOnued'on page2 - R-96% 330 629 8241 04-15-98 12:58PM P027 #21 04/15/98 19:48 FAX 330r829 8241 __ MI1EK YOUNGSTO{YN -.4-� HALL AND HOUSE [A026 R=95% _ 330 529 8241 04-15-98 12`. 58FM P026 1;21 04/1S%98 13:48 FAX 330 629 8241 MITEKYOUNGSTOWN -.-i- HALL AND HOUSE Tr4w Truce Type Cry Ply T23 ROOFTRUS6 1 1 MOUSE; WESTRE'LD, IN 46074 4A92 aMar fi 1998 tNTe tndusVles, Ina. Mon Apr PAA SS1 z4+o 1.4.0 55-12 11$5 7315 44p 13 12 11 10 9 ®tOc 5x5—.W= SxS; 9b— �11 2025 Y43wifu pmi 12-&4 17b1 24:4-0 LDADING (P.4) SPACING 2-M CSI o6PL cm) (Ioc) Ildett PLAT GRIP TCU• 204 ` Praha Incraess 1.15 TO D.M Ven(LL) -fi.oa 11 r959 Leo 14W110 TCOL 10L Lumbarinvease 1-15 SC 0.14 Vad(fL) -0.12 11 •SsB scLL 0.0 Rep $Ira=iev YES :WBI qa �(H�uk) Horz(I-L) 0,01 9 lu`d BCOL 100 Cade UBrAcect 1st LCLLh14, 11 =480 Weight 2231b UMBER TOP CHORD 2 X 4 SYP Not SOT CHORD2X 10 5Yp D.SS WEES 2X45PF No.3,-Emspt- 2.14 2 X 4 SYP Not; 4-B 2 X 4 SYP Nu.2 REACTIONS (Ih/aize), 9-114110-",14-12aV1L Lb Msx Harz 14=®0(Ioad ©aa 4) Max UpIIft9-252(lond case 5). 14-269pae4 cast 5) BRACING TOPCHORD Shealhedor&39anwnlerpuranspacirlg, ¢lNCpl end veNW}s. 80T CHORD Rigid ca0ing dracily applied or 10-0-0 oh Caner txaGfng. WEBS 1 Row a1 midpt B-9, 3.14 rORCEG ph) - rlmr Load Case anly TOP CHORD 1.2e63; 2-3=i72, 3-1=-1149, 4567, 5b'y-5®, 5.77-t195, 78=1101, &9=1033, �14=515 BfR CHORD 13.14=79%12-13=761.11-12=781, 10.11=1I Ie. 9-tC=53 V= 3.13.-03, 5.1S4511, 7-11=541, 7-10=7(i6, 840=1130, 3-14=890, 4.16--029, 15-10=-428;15-17--428. 6-17=429, 11-17=572, 13.16.455 NOTES 1) This buss has been checked for unbAhm ed loading donmtlona. 2) This buss has bean designed for the nand ICads gcnareled by So mph winds at 25 R above ground Icucl, usng 5.0 psf tap chard dead bad and SO psf bottom Chord dead 100 rN ftM hurrlcalia oceagnllna; on an CCCUpancy Category I, eondn1Cn I ancfosed buil4l", of dimensions 45 R by24 f1wth exposure C ASCE 7-73 per UBCACBO (f end orcanhlmv a0d, they are erposed.tdwind.`if parches erisf, they are not s*oge9 to Wind. The lumber DOL mcrasse is 1.33, and the plate grip;in"*W is 1.33 3) Pm;Aoe'ade4uate drainage m prevent wafer pending, 4) Alf plates are M2d plains 6nl6ea otherwie, indkaled. 5) This Was has been designed fora 10,0 psf bandrl Chord rue load nommnamrenl wilh any mhez We Inds pe7,Table No. 16-S, I.tBC54; 6) Pr6ide mechanical cannac6on (by others) of truss to b,,rmq plate Capab)a of Withstanding 252Ih uplift at joinl9 and 2fi5 lb upOR at jdld 14. 7) -i bus buss has been designed for both U13C44 and A.PL51hpi 1-1995 playing crheria. LOAD CASQS) A CanaO:: Lumber Inaease•1:15, Plalc Inaeese-�I-15 ' Urd4rm LAids(pl1) VerC 1-2=fi0.0; 23--6GD, 3.4=-60,0, 45=60.0, 5-8-�0.0, e-7=-80.0, 7-B=HD.0, 13.14=-20.0,12.13=-120D, 1?-12=120.0; 70.71=20.0, 9-10=20� .1P111t1I/1ta UnDortn lords (pin so=12re 6. Pfafe Incsae=125 Ps �60,t1t_1.. Le �rr0j4 Vert 1-2=-20.0, 2-3.-20.0, 3.4q-20.0. 4.5=20.0, 55=20.0. 6-7=20.0, 7-D=20.0,13-14�0.0, 12-13-11S.0, S 4�jG1ST Cd p 3ilstWlnd. Uniform Leads'(3*, L.4: No. 6092D473�i Vac: 1.2'-59, 2.3c•17S, 4-5-17.5, &Z L4.6, &7=24.6, 7-8=242. 13-14=10D, 12.13:.8,3, 11.12aD,3, C 10 11 10 0, 9-10- 10,0. --0 Hop--1-2-1 9-0. ftS-75, 3-4-75, 4Z-75, 54�34',8: 8-7=34.0, 5.9-SM, 2.14=23.3 S�� STATE OF Draw- 4) 2nWim Lumber Inciease 1.03: Plate Incrcasc-1.33�/d Uniform Load (P10 Ver11217,1,23=t4,6,'34a2464.5024.6:5fr-1h5.6.7--17.5.7•Id.24.6.13-14-10.0: A �{g,SR Rill 10-11 10.0; 410-100 lit/ / ntt6\ Ham 1 2=27.%2 3=-34.6.3-4=-34 6. 4-5-: 34:3 &6-4.6, E-7.7.S, 5-9=-z3.3, 2-14=355 Drag: 7-8=0.1. R-96Y 133-0 62,9 82'41 04-1.5-.96 12:.58PM P025 t121 04?1V68 13:48. FAX' 330'629 8241 MITEK YOUNGSTOWN 444 HATI,A HOUSE f�J024' J71216 LOM CASU(S) . ...._ •- ,aa. Inge UruFDnm Loeda (p10 - Vete 1-2=20A, 23•-017.1, 3-4=117.1; 4 117.1; sf , 6-7e-117.1, 7-b�117.1, 2-14=-40.q 13.14--40A,1Zg3=-40.0, 11-tY-40.0, 10-11a,40D. &11)=AOD l�ncenlrated Loads (m) Plate lmieese--133 F 7=69.6,,7-s-5g-6, 2-14+.10,0; 7&74=70.6, 7347=10D, 11,12e-10.0, 10.11�10.0, &10-16,0 6-1, 84,18,5 4) 2nd.Wlnd: Lunberincleane 1..33, Plate bjaaase IM Uniform Laads (p8) . Vert 1-2-17.1; 2J--U.0. 3:4=8g,li� 45-9.6, 5.fr=m eg_6; 6 k, 7.8=59-e, 2-14=10.0, rs=1314=10.0,12-13e.t0A, 11-tY-1D,0,'10.11=19,0, g70=10.0 Hv1-2-27 1, 2-3=129,1, 3i�728.1, i6.-iZ6.1'y 5fl=128.1, 69s-2}, ores: a-r 419 nommtratcd Leeds p8) Van: 10=625 5)3rd Wind: Lumber lncreaeee1,33, Plata InQea_ea i 3 Udfolm Loads (q6. Vert 1-2•40A, 24-69.8, 3-4--99,8. 4-S.pg8; 56=M6, 6.7a1ZIA, 7 88.8, Z-14e-70,0, 13-14=10D, 12-13=-10.0, 11-12=10.0,.10.11r10.0, 9d0=10.0 Ho¢ 1-2- 58.0, Z$+-126.1, 2-4�129.1; 44�128.1, 6-sm�128.1, 94,-23.3 Dreg: 0-7= 01 Ca7centtated Leads (Ih) Vert; 19-05 R=95%. 330. 6.29 8124,1 04-15-98 12:58PM P024 #21 04/15/98, 13:48 FA%'a80 829 8241 MITER YOUNGSTOWN 444 HALL AND 'HOUSE T Tmm Tru¢aypa Qly Fly B T22 ROOF TRUSS 1 2 8 HOUSE, W ESTREM, IN 4E074 4.0J2 s Mar E 1994 NBTek N tluslNaq, Inc, hlan Apr 2d 1-74 d-a.a /5.12 0.312 411-0 53U 5Y8� 1.5sd II �_ 1-2s ll 3>t4= 3w= 7v10= y411 34= 44 Q 8-0.9 150.1 - A 23-Rd era asii agtz att-a sa-a Maio Offsets MY)' 211 1-0 edvel f2h5-12.0-0.101 _ LOADING (pso SPACING 2.0.0 CS1 DEFL Cm) (loc) 11defl PLATEN GRIP TOLL 20.0 Platen lncmsee 1.15 TO U.93: Vcrl(LL) 0.07 13 >999 M20 1491110 TCDL 10B Lumberincrease 1.16 BID 0.66 VertCL) -0,1311-13 >999 BCLL 0O 'Rep Stress lncr NO WB 0,73 Hca(TL) 014 9 nya SCOL 10.0 Lode USD7CR0 is! 1L LL kZn VdeO c dB0 Waight 399lb wmpiz TOP CHORD, 2 X4 SYP No2'£xcepl• B-B 2 X 4 SYP DSS BOT CHORD 2 X 4 SYP Nat WEBS 2X,4 SPF No-3'scepl' B-9 2 X 4 SYP OSS, 8r10 2 X4 SYP Not, 7•10 2 X B SYP OSS WEDGE WI:2 X 6 SYP OSS REACTIONS Oblaiga) 9c5009/0-0-0, 2=4CC0/0.3.8 6das Norz2�157b(Imd crsa5j 61ex llpfiF9=idd8(load caee'4),2=6'ZS(lpad Case 5) V-Am BRACING TOP CHORD Shealhed or 4-10£ on Derider pbrlln spacing, e¢epl and verticals BOT CHORD Rigid celBog dbaLtyapP9e1 or 10-DO vn mtderbmdng, Except 9.10=&40. WEBS 1 Rvwal midpt- 8-5 FbRCES (Ib) - Fast Load Casa Only TOP CHORD 1.2r45, 2.3=. 9Z77- 34=-4 05. 475=4405, 54'-13524; 64-2835, 7-8=2835, 8-9 -4839 SOT CHORD Z-14--4034,13-14--0034, 12-13-3524, 11-12-M4. 10.11=2830, 9-10-0 WEBS 3-14--05, 3_73�82, 5-13=509, 5-11=.1297; U-11=1158. 6-10=19, 7-11Ya98O Naps as follow,: Tap chords connactad with 1 mw(t) al 0.9-0 on cads, 86dom chords mnneoted vith I, o Pumas aus�, ipsy:+re nor a%p05¢tl lovnntl: Inc Iumbei OOL increase i4133,and the plat¢ grip increase Is belevr, speclal conneclion(s) required to support concentrated 1¢ad(s),,Design of connection(s) is delegated to load nvmmnourrent with anyaher live Dads per Teblc Na. 15-B, 9) Prvwrde mechanical connecllan (by ahem) of Wss to bearing plate capable arrathstandmg 1449 lb uplift atjoinl9 and 625 lb upgR at Joint 2. 8J TNs tiva Ins been du�tgncd furboth.UBC-94 and ANSVTPI 1-1935'plaling crllerlo. LOAD CASES[ 1) Ctnslry Lumticr Indressa=1Y5, Plele Increase=1.15 Uniform Loads (nll) Ve,t l-2=90.0, 23=2542, 3-4 •254,2, 45=2542; 5-8=2542, &7=-2542, 7-8-•254$ 2-i 4a•20,0, 13-14=20A, 'Concead Load -, (1h1) Veit:12=30.0, 10.71=Z0:0, 0-10".20.0 7=2700 2): UBc: Lambeflnmeas�l25. Plate lwr�1.25 CL %. STATE OF R=95% 330;629 .8241 04-15-98 12:58PM P023 #21 04/15/98 19':48 FAI 330 629 8211,EITER ' ` .VOUNGSTOWN ya+'HALL AND ROUSE ¢J 022. Loan casgsl L1PKorm LPo4s (plq Vere 1.2•17,1; T-&+32s, }11�25; 411�24.6; Afr245, 5.5=2gg, 2-10=10,0, &12-f 0.0, 8.8=10.0, 7-�10.0 H021-Y-27.1, 2Je.61:1, 4.5=345, S6 346; 8-7=233 U�B= 3-11=0.0, 4.11=0,0 5) 3,d Wmd: Lumber Irviaes�i,]3, Plate Incre��131 UnYw`ni Loada(PtO Vert 1-2-48.0, 2.32= 3-11-W.5; 411=14.6, 46--14.0. 5-6424.51 y.10=10.0, 9-f 0..10.0, Hors 1-2--58.0, 24>1,11 4.6=- 4.0. 5.6=34.6,'0.7=.23.3 0mg:4.11-0A m. 60920473 ', STATE OF 1CM:<Lil R--95% 330 629 824j,, 04-15-.98. 1'.2.:58PM P.022 #21 64/15/99 13:48 FAX 330 629 ?8241 MITEK YOUNGSTOWN 444. HALL An HOUSE U021 T21 I ROOF T;MS I1 4.0a2 a Mar 5 1998 1-14-01 24.10 63 0 gb 1381 1.1.0 2+10 a•17-0 345-12 '9-95 2411 3x4= 2,4= euy,5_ 2..lo F a 10 0 a 1SB-1 2-4-10 3-11-0 3s12 3-65 MALMO (pal) a11tlNo, &011 CSI� DEF. (in) (lee) Well PLATES GRIP TCYL 200 P1.rnh htirease '1'.1d 'TCUL TO 0.66 Vert(LL) 0.01 7-8 >999 hm 1491110 109 Lumber Increase Ms BC 0.08 YerQTl.) -0.01 9 ,gg9 BCLL 0.0 Rep Streas Inc- No WB 0.13 -Hgmoi) 6D0 7 Na. BCCL... 10.0 Code 'USQICBO "t-17) tat LCLLMInUden=490 W-ishh 203 lb LUNMER BRACING TOP CHORD 2'X4 SYP Nat TOP -CHORD Sheathed or54).0 on oerdarpm5n xpecitg, except eml veNdts. BOT CHORD 2 X 9 SYP.OSS BOT CHCRD Rigid miEng d re cUy aMud or 10-0-0 m wntar bmcing. WEBS- 2X 4 SPF Na.3 WEBS 1Row al mldpt 6-7 WEDGE LcR2X49YPI, i2 REACTtONU (IbyS120) 7�5TJ10v'-6;2=7ed0.3-8 Mmi H=2=MCc3d case_Sj' Max Upfin764i8Qcad case 4), 2-1370cad case 3) FORCES (Ib).. First Load Case Only TOP CHORD 7-2=51, 2.3=-605; 3-11=763, 4-11a-763, 46=-0dt, 6-6=82, 8-7=02 HOTCHORD 2A0-482�9.10a484. 8-9-770, 7.8a251 WEBS ' 3-10=48, 39-342, 4-9=138, 4-6-844, S.a-494. r✓7 04 1) 2-Dly03 .Ve 10 be cannecicd together with 10d Cemnim(.148k3) Nails an,ws: foli0Top chords mnneetad wish 1 mw(s) at ms-0 on cenlor.. Bottom chords mnneeled w8h 2. , rsw(s) SII -9.0 all _ceMei„We bs_wnnwicd m1h 1 "iovwQ at 0 ,A an'cenher. 14) not epa-.r;1 to wind. The Ivmber DOCinarmae is 1',33, wH Ue vlaic min incFnase a 133 le ties been'designed fora 10.0 paf hoNam chord Tive-bed mmmnmmnt wigs any otA t Vwu bads per TEMe No. 16-B, mechanical canneahen (by others) of Irm 10 bearing piste capable of withstanding 318lb Up] lit at)dnt 7 and 137In uplift m has been designed for both VBC-94 and ANSVTPI 1-1995 ple5ng criteris. r(SY Winher lncrsese=1.15; Pletelnmesse=1.15_ 8-9=20.0; 7$=20.0 c' 411=20A:4-5�20.0, ST}=20D, 2-t0-d0.0, 9•'10�0.0; 8-9�0.0, 7$=40.0 - • "NO. 60820473 1=24.6: 4-S- 17.5; S-&-175, 2.10a•10.0, 9-10=10:0, o..Y_ tg 0; 7$-10.a ' - = =7.5, 6-7=38.5 C� . STATE OF : Plata Increase=l -3 E=950 •330 629 824!1 na-1F-9A 12:58PM P 0 2 1 89a 04/15%98 13:48 'FAX' 330 629 8241, MITEH'YOUNGSTOWN 4- HALL AND HOUSE BOZO Job Trues Trlrsm Type ay Py J71216 no RnCPTRUSS 1 1 Y43Mff? HAL 6 HOUSE, W ESTMEM, IN 46074 - 4.0-32 s tdsr fi 1s9B P&T k ' Wearies, Ihc, n 13 fi;o1 1998 Page 1 -4o S-11-7 7-1612 13.8.11 1" 3-11-12 11 Fa SF-15 t5r411 5 4s9� SrS= 3 12.00 17 0 Q 2 01 36I a e 7 a 44= 1.5x411 are- 3X4= 3.11.12 &10.13'tJh1t 841.12 1114 5-7-15 P1310 Cfraefs •o-1 o-1.11 LOADING (pao SPACING 2-0-0 Cs1 DEFL (In) (lac) Wall PLATES GRIP TULL 20.0 Plates Inoresaf 1.15 TO '.0.92 Verbs.) 4M 6.7 �999 L120 14Sf110 TCOL 10.0 Ilmlbalncrasae 1.15 6C 029 Van(TI-) •0.09 5-7 >tM ECLL 0.0 Rep Straka Ina YES WE 9.52 Harz(TL) A.Ot S Na BCDL 10.0 Code USCOCBO 1sl LC LL?An Udall =aso Weight 94 lb LUMBER BRACING TOP CHORD 2X 4 SYP Not TOPCHORD Sheathedor60-Oancentwpur6nspadng, esceplendverlL=L, BOTCHORD 2X43YP NG2 BOTCHORO Higid asi6rTg directly eppfmd rr10.0-0on carder hradng. WEBS 2 X 48PF No3-Exmpl- WEBS 1RCW at mldpl 6-6 5-0 2 X 4 5'YP. No.1 SLIDER Left 2 X 6 SYP OSS 2-7-12 REACTIONS.(Maize) 6=96/0-38, r616H13-B Max Hom 2=617Qoad mat 5)- Mau Up006=3080cad ass 4), 2--020oad case 3) FORCES (1b). First Load Case Only. ' TOP CHCRO 1.27-22. 2.3=-SM, 3 .396, 45=0, 56--y65 BOT CHORD 2-9a342, 8-8=34Z 7-8=344, 6-7396 WEBS M=78.3-7=61;4-7=31. 4-9--506 NOTES 1) This Was has been designed roe gig wind bads generated by,80 mph winds at 25 ft above ground level, Using 5.0 CBl top Chord dead load and 5.0 ps1 bottom chard dead load, ` ' 100 mi from hurricane oaaanhna, un un p7 A ry g, h' expocur ASCE 7-W.� UBCACBOIland .cats o I; condition I-ncloaad W14in of dlmooclone 45 fl 24 h with end. Q cuiGlerars erisl; they are It ho paved to vend. B porches eft, lliey are not eqhased to wind; The 11Cltllaf DOl ixfcaso ^. 1.31, and the Plato grip IncYaasa is 133 u' 2) Prartde'edaquale draii®ge to prevent veler,ponjng. 3) All plBlea are N120. plates unless ollienvise injaded. 4) This buss has beer) designed for a U.0 par bottom chord &a load mncorlcurtent with any other five Inds Par Table No. 16-13, UBC-94. .5) Provide mechanical correction (by others) of trtm to bamng plain capable of wilhstanding 33A lb upfft at jobd 6 and 82-Ib uplift at .joint 2:;. 6) This truss has been designed for both UBC-94 and ANSI71PI 1-1905 plating cdtetia LOAD CASE(S) Slandard ,,,t,lultaiafu4Nre, Z &L No. 609W473 m QTATE OF �1u• :off:, P.=95% 3:30. 629: 824.1 04-15-98 12:58PM P020 #21 04'/15/98 13:48 FAX. 330 62V8241MITER YOUNGSTOWN 444 HALL AND HOUSE z 019 Job Trs* Trusa Type CRY ply J71216 - T19 ROOF TRUSS 1 1 Y43SWS HALLS HOV5E, VVIESTFIED, IN 48074 4A?2s filar 6.1999 Weir Induslfiealnc. Mon Apr 1998 pap 1 -tJ-0 SS 2 12 136 1-0.0 56-12 3-11-D 1-%4 it 6 7zd= 3 v 12 c 2' t dx4= . 3r61 B B 7 e 4x4= 1.5x411 3x4= 3xd, SS-t2 &4-15 f 1361 ssnz at1-0 a1.1s Plate Offsets 241-30.1-11 LOAOINO (pgp SPACING 24-0 Cal OIL Iin) (Ioc) Wen PLATES GRIP TCLL Sf1.0 Phdaslncreese IAS TC 0.91 Vul(LL) -a.a3 2a >999 M20 149r110 TCOL 10.0 Lumber lnctbaso 1.15 SC om Vert(iL) -0.06 2-8 >Aag HCLL 0.0 Rep Shea¢ lob' YES WS 0.47 Hoa(TL) -0.01 6 n/s BCOL 1Q0 Code LIHCOC9O 1.t LCLLNfmtdefl=480 Weight: 101 lb LUMBER BRACING TOP CHORO 2 X 4 SYP Not TOP CHORD sheathed or 6.0-0 an c»nisr purfm al+ering, evrepl end vera�ls, BOT CHORD 2X 4 SYP Nat BOTCHORD Rigid ceil'mp dircd1yapp0adwt0-04) me merbracing, WEBS 2 X 4 St No3'Except' WEM 1 Raw at mdpt 5-6 5.52 X4 SYP No.1 SLIDER Loft 2 X 6 SYP D553.7.12 REACMN9 Ob/s¢e) �53Cy0.&8, 2=616/0.3A Max Hari 2=,927Qeed case 5) Max UpIIM16m-300Qoad "so 4), 2=•64Qoad case 3) FORCES Oh)- First Laad Case Only TOPCHORD 1-2=23, 2-3-432,3�=259, 45-0,5h=-130 BOT CHORD 2-9=294. 8-9=294, 7-8=297, 6-7--256 WEBS 3-8=93,3-7= 69,4-7=136, 4-0--454 NOTES, 1) This trues hea been designed forthe wind loads generated by 80 mph winds at 25 R above ground level, using 5.0 psf lop chord dead lead and 5.0 Pat botom chord deed Iced, 100 ini from hum® ii oceanfina on an oc'cupanay cale'l; 1, condlion l enclascd bu8ding,oF.dimenstana 45ft by 24 ft with e*sure C ASCE 7.93 per UBGIOBO Ifand "if or cant9avars most they are exposed to wind. If porches e�ust, they Ore'not exposed to wind- The amber DOL increase Is 133i and the plote grip incrcasc IS 1-3 Z) Provide adequate drauisge to prevent walerpondmg,. 3) Allptnlns are H4.0 planes unlesa otherwise Indiceiod. 4) This 4osahas been designed for a 100 pit bottom chord live bad nonconcumonl with any other Ilve loads per Table No. 1643. UBQ94, 5) Frauide mechanical connection (try others) of truss to bgfit(q plate capable ofwiLlutndmg 308 Ih uplift aljeint 66d 641b upnft of jard 2 6) This Vu$ has bean dasipriad for both UBC-24 and ANSIITPI 1.105 plating criteria. LOAD CA59(s) standard � �G157ER�•'��Tc 4 i Pdo: 60920473': ' ' %9 STATE OF +� pit P=45% '330 629 8241. 04-IS-98 12:58PM PC19 tt21 04/15/98 13:48 FAX 9a0 62V 8241 MITER YOUNGSTOWN aia. HATS AND HOUSE l018 216 IT1B (ROOF TRUSS I1 7I 5 aia &11-1 11 !�-5 611-12' 9-11d1 2-7-15 ibx411 4x4= 1.Sx411 3s4= ' 3x4= a.11.12 10,1n.12 M &11-12 3-11-0 2.7.15 LWDINI5 (psi) TIX1 2D9 TOOL 10A SCLL 0.0 '9CD6 15 SPACING. 24L0 Plates lnarose 1.15 Lumbefliore6se 1,15 Rep She ci Incr YEs Codo Cal TO 7,W SC 0,3a WB 057 OEFIL (n) (loc) 1/deft Ven(LL) -0.07 2-11 >989 Vert(TL) -0.14 2A >999 Horz(TL) -0.00 a n!alsLL6nVdaR=430 PLATES GRP 1&0 14PH10 _ Weight tng th LW1gBR BRACING TOP CHORD 2 X 4 SYP Ho.2 SOT CHORD 2X45YP Not: TOP CHORD ShE21had or 6-0-0,on canter purGn spading, ex,*cnd VwLwk. WEBS 2X45PFNo.3.^EsccpC BOTCHORO Rigid ceiling dfrediyapp5cd orio-" ncerrar 6MAIny. WEBS 1Rovv at midpt 3.7 5.62 X4 SYP Noa, 2Rom at 113 pie 5.6 SLIDER Left 2 X 6 SYP. DS34 r-12 REACTIoNS libtsim) 6=S36rD�-a;i=5l a/o-J-E A1ax Horz 2, n7(load case Sj Max UpliftN-308(load case 4), 2=45(load case 3) FORCES (lb) • Fuel Lord Cnee Only TOP CHORD 1-2=23; 2,3=-3523-0e153, 4.5a-0, 5�=75 BOTCHORD 2-S-242 ";iR;27-8=244, 5.7-148 ' WEBS &�108; 3-7=200,'4-7=241; 4.6e-459 NOTES 1) TTlis truss hea beendesigned for the wnd loetls genanned by 80 mph v4nds at 25 5 above ground leVd,.asny 5.0.par top chord deed load and 5,0 pii butlom chord dead load. 100 mi hnfn Funa:ane dcavnfine, on An occupancy category 1, eondldon I ehcle`sod bididm0, of dimensions 46 R by 24 Rv ith mgrnsum C ASCE 743 pei UBOAC90 If and W 16-1 sL !'y eie ®posed t0 Vnlnd-' If pmohes exist, they are not expo*,A to vand. The lumber DOL fncreise is 1-33. and the plate grip inergse Is 1.23 or,viduRdacr nd 21 ProNdcadaeuale dremace to prevent water Aendirm - live bads per Tabic No. IS-e, UBC-04. lb uplift at joint and 45 m uplift at '6)-Tlils hUss has been designed for both 1.10(.44 ind ANSYrRi 1-1995 paring uiteria. LOAD CAsE(s) Slaridand A=95% 330 629;8241 n4-15-9B 12:56FM P0.18 #21 04/15%98 13:48 FAX 330 626 8241 miTE% YkNOTOWN 444 HALL AND HOUSE 0017 Jab Tnwc Tmm Type Oly Pa J71ZIB TIT ROOF TRUSS 7 1 1 Ya36364 HALL 5 HOUSE, W ESTFlFID, IN 46074 4.0-32 a Mat 61998 MTek 1rHlWda, Inc. Mon Apr 121365451�6 pegs 1 r1d-0 44-10 a�C12 I 12-412 t381.1 14-0 "in 4-1-2 3A1-a i-1-151 15xa 11 4[4i SYI2= 7 A3x411 0 '.s4�i 31t31.5x11. 3x4= 8512 I 12L1��JI1 8542 3t1-0 1-1-t5 Phle Olfsets (� 'SPACING 2.0.0 C91 DEFL (in) (roc) Vda PLATES GRIP 00Plates Increase 115 Tc 0.99 Ven(LL) -015 2-10 >5B9 MZO 149010 LLOAILIING 00Lumber Increase 1.15 6C NIL Ved(TL) -0.30 2-10 �9 00Rap Stress lmr YES WR 0,54 Huagw -0.01 8 nla 10.0 Cade USCncea - 1st LC L. Mn Vdcn a 460 Weight 116lb LUMBER MUC04G TOP CHORD 2 X 4 SYP Not TOP CHORO Shealhed or 641-0 on center puffin spacing, except end verticals. R07 CHORD 2 X 4 SYP Not BOT CHCRO FLgid ceTmg dmcUy appged or &8-13 an canter bmcing. WEBS 2X'4 SPF Nm.3-F .pF WES9 1RcW al midpl 7-e. S-10, 68 7.62 X4 SYP Nc.2 SLIOER Leh 2 X 4 SYP N0,23.041 REACTIONS Qhlslm) 6=542M34, 2=6111039 Max Harz2-Wooad case S) .Max UpIIR8m315(4iad.ease 4), 2+-31Qoad du 3) FORCES (h1) - Flrat Load Case Only TOP CHORD 1-2=23, 2-3= 1S2, 3 4- 32, 4.5=-2G5, 9-6. 179, 5.7u1, 7.S�41 ROT CHORD 2.10=29t, 0-1W63, 8-g=6! WEBS A-10-AM, 5.10-49, S-10a313, 6.9.45, 6.6--494 NOTES 1) This buea has been designed rortha wind loads generaled by SO mph minds. at 25 fl above ground level, using 5.0 psi top chord dead load and S.O pef bottom chord deed bad, 100 nni From hurri®ne odearilno; on an occupancy cawdary 1, aindidan I encloded huBel ng of d rhh l lons 45 g by 24 n WIth expanifo C ASCE 7-93 par UHCACHO jr end vqdkoh o�daafilowrs ndsi.[hay are mrposcd[Aland. IFporches meet, they are not expand to mind: The lumber DOL Increase is 1.33. and the pale grip increase Is 1.31 2) PrWitlnedeRBdta draln2ga to prevent water ponding. 31A9 Wale* are WO plates enleat athedvse indiadlcd. 4 Thm vuEshas been designed for a 10.0 psf bottom chord Of Iced tmr wfflenl.rmili am other live loads perTable No. 1643, UHC94. 5) Pmuida mechanical cannodron (ry ethers) Mtrosii to hearing plaw mPsNa of wOhtanillny'1S Ib UVM Atjoinl6 and 3111, upOh at jcbd 2. 6) This Imes has been designed (of both L50.94 and ANHVfPI 1-7995 plating eri�s. LOAD CASF4e) Smd2rd ' \'a�afa1aN19I141iry// L[� 4 `s. y ... 809�D473 i g -.0 STATE OF •r rl1J�— , lglprlrl L\R\\\'` R = 9 5 % 330 629 8241 04-15-98 12:58PIA P017 it21 04/15/98 13:48 FAX 330 629 8241 gr= `YOUNGSTOWN - 444 HALL: AND HOUSE Q 016 Job, Trans Truss Type Oh Pry J71216 TIE RDCF TRUSS 2 / Y43M HALL A HOUSE, WESTF=. IN 40074 4Jt-32 s Mat B 1996 MITd(Industriea, a& hbn Apr 1996 Pia 1 •1d0 gad tsva I I 5 4 12.M t2 S,8 3 0 2 1 aell 6 7 B 4wA= 1,5xl It 3YA 4 49 &e-0 44.0 4+0 Plate Offsets :0•1-11.0-1-11 LCAOWG (psi) SPACING 241-0 C91 PEFL Cin) Ono) VdeN PLATES GRIP TOLL 200 -TCOL Pbteslntreasa 1.15 TC 0.74 Veri(LL) -0J11 2-7 499 M20 149/110 100 Llmtberincrews 1.15 BC 0.17 Ved(7L) -C.02 2-7 499 SCLL 00 Rep Strees lncr YES WE '0.18 Hor2(rL) C.00 6 n/a SCDL 10-0 Code UBCIICSO tat LC LL BAe gden a 4a0 Weight 691b LUMBER BRACING TCP CHORD 2 X4 SYP No3 TOP CHORD Sheathed orb-Odl on carder ur9n verUwk. P BFadnce DOT CHORD 2 X 4 SYP Not 60T CHORD Fa 91d dlredly ap4-6 or 10-0-0 do ceder bracing, ter braving, WEBS 2 X 4 SPF Non -Erse t- P at in i WEBS 7Row at inidpl 48 4.6 2 X 4 $YP No.2 SLIDER Left 2 X 6 SYP DSS 2.0.7 REAC11ON9 flb/slze) E-3§M-3-3, 2-416/0-3-.e - Max Harz 2a520(loatl case 5) . Max UpiM&-3040o2d case 6), 2=93(load Casa 3) Max Grew 6=371 fined case 3), 2,4160=d case 1) FORCES (Ib) - First Load Case Only TOP CHORD. 1-2=23, 2-3=221, 3-4--0, 43=6, 45+-138 50T CHORD 2-6=150, 7-8=150, 8-7=150 WEBS 3-7=B4, 3-6=229 (NOTES, 1)Thlstmss has been designed for,thWin®®0 m e d!dsgenatad by 6ph winds ar 2STf shw oground Imul, using 5.0 psitop chord dead load and 5.0 pet bamm-herd dead ipad, �1m mf fmm htungne oceanllne, on ano=panq cutegnry I,,condBien I enclosed building. of dimensions45 B by24 fivwlh atrpoaure CPSCETM per UBC11COOlfendverticah or carihTovas most; they are espaaed iewind. If porches avat,theysm not 6posed to wind, rho lumbar DOL inns is 1.3% and the plate grip bcrmae is I= Z)'All plata;s M20'pistss i niess otflerwjse indicated, 3J This Irusa hes'tieeddeagn"ed fare:10.0 pej bottom chord live load nanwncumem with any other Pre irads per TG61e Fb� 79-8; UBC54. 4) Provide mechanical =11 ECUen (by Edhers) dauaa In bear&tp plate capeNa of wOhs'andmg 30A lb uplift atimiru 6 and 93 Ib dp0ft at Joint 2: S) ThIs Imss has been designed for bnlh,UBC-94 and ANSUTPI 1-1955 p1411n9 uileria. LOAD CASE(s) Standard dP��vy�r f �.Q �h1 j°bi°i O�e, PIo 60920473 �' STATE OF ynr, A 1wq R=95% 330 629,824.1 04-15-98 12:58PM PO 16 t12 1 04/15L9& 10:48 FA% 33O 829 8241 MITE& YOUNG9TOWN 444 FALL AND HOUSE 015 T7S IROOF Tti1135 Lka. Load. (F0) VmC'I-2a17.1; 2.3�51.1,3 5i,1,4C>=51!1.5�=51',1,6-7=911,7-8=55,14-15=1a.0,17.14=-10.0;12-73=-1oA; 17.12=1GL,10.11=f0.0, a10=•70.0 Harc 1-2=27.1, 2-x.0.5 5.7=47.5, 74`13.W 2-15- 05, 7.9-M 9)2M Wind: Lumber Inum.e�1,33, pwlo Incresu i= Unlfofm Loads (p0) Vm; i-2-18.0,2'v51.1, 3V.u^t.t; 4-5=511;'J.6�.71.7, 6-7=51.1, 7-�17.1; 14-15=10.0. 13.14=10.0, 12-13=10A, 17-72=ID.0, 10-11=t0A, 370=70D H=1.2-n.g, 2-3M.(I. 5�-89,6; 6-7=89.6, 7.8�17.7, 2-75=23.3, 7-s.+.233 Drag 3Aa-0.5, 44=0.5 6) isl unbalanced Conev.; L4MIW Ircrcuse=1:15, Place hcresse=1.15 Uniform Loads fom Un7arm Lusu VsrL e-7=134-2; 7-1�20.0, t415m-2p,0,13-14=20.0, 12.13=2L.0,11-12-20d, 70-11=2u0, 9-10=7aa a 5a.13a2,'5-0=134.2, 6.7••174.2, 7-B= 141S-20,0,13.14z2pp;12-13=•20,0,.11-12=20,01 10.11=Z0.0, &10=$lA No. 6092047 STATE OF R=.95% 330 829: 824.1 04-15-93 12:58PM P015 #21 04/15/98 19:148 FAX 930' 629 8241 MITEK YOUNGSTOWN 4.y- HALL AND HOUSE U014 Truss Type �- ROOF TRUSS 1 !14-° 1 4-2A I 9-2-0 I 146 0 1+ 1 21dA 22 d i 1-4-0 azA 64w soo '1rw 68p t+o 4Y4 II 401- 1.5Y411 Ud= 9vd= 1.6x411 W= 1.w 11 3Y4- i. 4f-0 I B2-0 _ 1. 1a2-0 1 15 2144 LOAOINO (pal) SPACING 2.0-0 am DM (ICI) No Wen PLATES GRIP TOLL 20.0 Plates Increase 1-15 TC 087 'Ven(LL) 0.03 11 >%lB M20 1491110 TCOL 10.0 Lumberlacmase 1.15 BC 024 Vert(rL) -0.0711-03 >999 BCLL 0.0 Rap Stress lnor NO WS 038 Horz(n) 0.01 9 Na BCOL 10.0 Code UBC11CBC 1st LC LL Min Udell = 480 Weight 260 lb LUMBER BRACING TOP CHORD 2X 4 SYP No2 TOP CHORD Sheathed ore411 on center purfm sparing, amept and wr6®Is. ear OHOR0 2 X 4 SYP No-2 BOT CHORO Rlgld r Jing dbeedy opplled or 5.0-o on wntwblaoin9. WEBS 2 X 4 SPF No3•Fxcept' 2,15 2 X 4 SYP No2; 7-9 2 X 4 SYP N0.2 REACTIONS (Vain) 15=213210-3-8:9=21=0-3-8 Max Hom 15-3420aid'esse 3) Max UpgR15=5006ced case 5). 9=4500oad case 5) FORCES,(1W • P(W Lo2d Case Only TOPCHORD 1.2.31,2�3•-7710;3-0=1882,45d1882,SS•-7&56,G7=7873, 7-8=31; 2-15=2080, 7-�2076 BOTCHORD 1415=0:13-14=1198. 12-13=1719, 17-12=1779,Y0-11=7717:940=0 WEBS 3.14=347, 7-17=1027; 413+-a4B, 6.13=244; Y11=65; 5.7d42o5d, G•10.1730, 2-14.1282, 7.10.122E NOTES 1) 2-ply truss to be connected togetherwilh 10d ComMW(.148'x.1j Nails nafollnwa Top chords onnectod with 1 row(a) s10.9-0 on otonler. Sod m elmula connectedwith 1 80 mph winds at 25 0 aticye ground level; using 5.0 peft0p chord dead bad and 58 psf bottom chord dead eendltlon I enclosed helldhtg, 01 dfmansione 49 ft by 241t wish MPnsuro CASCE 7.93 par USCACSO If and they are not exposed to vied. The lumber DOL increessis 1.33: andthe plate grip increase is 133 6l This buss has been desiigned turn ig.0 paf Scllaatchord Cue load noncuncuaent with airy dhcr I've Iezde per Table Na. 1E-B. UBC-94 7) Prevld. mcchonleal eennectlon (by others) of truss le hearing plate capable ofwB.L nding 906 lb uplift at joint 15 and 460 lb upf0 at joint 9. 8) This buss has been designed for both UBG-94 and ANSVIT l 1-1995 plating criluria. LOAD CASE(S) 1) Constr.: Lumber hlcresse=1.15, Plate Incteasearl.15 Unifmrn Loads (p10 _ Vcrl:2A=174,2, 3.4-.1742, 4.5--174 2, 5.6=1742, 6-7=i 742, 7-b=-W.0,141Y-20.0, 1}14=20.0, '+z.t3-�9a;a1.1z-•zan,1o.11-z9.B.s.+a:-zo.B lit)UBC:Lumtierl6aheEB=1.25.Plalolncrca 1.26 Unffmm Loads (pIS VerL-'1-2-20.0. 24 -77,1, 3447,1,-0.5•-07:1.53+-77.1,6.7=77.L7-8=20A.1415=40.0;13.14=-40.0, 12-13-40.0. 3) 14 Wind; Lumlux brire2ae--1'.33, Plate Increase=1.33 Unlfom+L8 4(010' Vert 1 2.5.9, 2-3-9.0, 3-4?51.1, 45=51.1, 5-fi=8.9,_ 0.7=51.1, 7.8o17d, 141E,10.0, 13-14=10.0, 12.13=10.0, 11-tY-10.I7: 10-11=10.0, 9.70=70n Hors 1-2' 159 Z-3--475; S?=-475, 6.7=89.c 7-t'r27.1.2-t5'23.3, 7.9=355 Drag: 3-4--05 45-05 4) 2rd Wind Lunbcr lnwmxso-7,33; Flale Illon p 4=1.33 R=95% 330 629 8241 04-15-98 12:58PM P014 #21 04/15'/98 19:48 FAX 3'60 629 8241 MITE%'YOUNGSTOWN 44- HALL AND HOUSE f�019 T13 a vu re a Mar a t998 MITCk Ntlustries, Etc, Mon Apr 1J 1 -0-4-0&2.0 1041-0 --" 1-M e•2J)' 4-e•0 6-2-0 Ida 444a Sd= 4MZS tsr4 3x8W 3s4= 3xo= 1.6x4 11 e-za r.2-0 21a h LOADING (p SPACING 2.0-0 CS) I DEFL (in) (lac) Udell PLATES GRIP TOLL 20.0 Plates Increase 1-15 TO, 0.52 Vert(LL) -0,16 9-11 >899 M20 1191110 TCDL 10.0 Lumbar Increase 1.15 BC 0.53 Vs07L) -032 S-11 >789 BOLL 0:0 Rep Wass lncr YES W5 022 Horz(%) -0,ol 6 n/a 6CDL 10,0 Cade. UBCAC80 tat LC LLMIn Irdell • 460 Weight 131 go LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Sheathed or&M on miner pudin spaoing, a pt end serttc:ts BOT CHORD 2 X 4 SYP Not ' BOT CHORD Rigid coSng directly eppfietl or BU-0 on centarhracirg. WEES 2 X 4 WF No.7."6mopl• WEBS i Flaw of mldpt 4-11. 4. 9 2-12 2 X 4 SYP N4,2, 6-8 2 X 4 SYP Not REACTION9,(Ihlaize) 12=93N0:3.8; 8=93010.3.8. Na: Her 12=3650md case 3), Htax UpliR12-222Qoad. tense 5).8=183(1ood seta hj FORCES (lb) - Fimt load Else Only TOPCHORD 1.2e31.2�a6B0;3-4W67,4.5a.483,SL�-6B0. 8.7=31, 2.12=-869, 6.9=-969 BOT CHORD 11-1?=0; 10.11a558; 9.10�5588Aa-0 WEBS 3-11m163, 4-11=1li2, d-�152� 6-g�f a3, 2.1'1a494, fi-9vgg4 NOt4s 1) This In has been shacked for unbalanced leading nonditim, 2) Thin tams has been designed for the wind Inds generated by 80 mph winds at 258 above ground lMal. using 5.0 psrtcp chard dead load end 5.0 psf bottom chord deed 103 mi fmm hurricim ..anOna, on an acmpariry, cdagmy 4 cenddion I anctocad bu lding, of dlmery.le,jp 45It by 24 n with eryieyuro C ASCE 7-03 per USCACRO Ifend aY wnblevers exist they are. expasetl to wind.'Rpactas arist,thsy are nat rttposad towind, The lumber DOL Increau It 1.33, andtha Plate grip invease it 1.33 LOAD CASE(5) $l4ndatd orenl with any otherrive loads per Table No. 16-B, UBI>94. ofwitiatandmg 222lb uplia al joint 12 and 183 lb upfdf at joint 8. criteria. No.60920473 P=.95% 330 629. 824;1 04-15-98 12:58PM P013 #21 04/15/9813:'48 FAX 330' 029 '8241 MITE& YOUNGSTOWN 44- HALL AND HOUSE U012 2 ROOF TRUSS 1 II - fs.sn at-a0 nan m®G 4d-- 1.5x411 axs= 3x4= fig= 1.&411 LOADING (ps0 SPACING 2-9-0 C31 TCLL 20.o Plates Increase 1.15 Tc' 0.52 TCOL 10.0 Lumberimmose 1.1S BC 0.50 eCLL ox Rep Simm Isar 'YES W6 0.20 DCOL 10A Code UBCACBO. LUMBER TOP CHORD 2 X 4 SYP OSS-'6aoept- ' S-0 2 X 4 sYF Nd,2 MOT CHORE] 2X4 SYP Not WEBS 2 X 4 SPF No-3`F=epr 2-112 X 4 SYP No-2. S-72 X 4'SYP Na-2 REACTIONS ph/slwJ 11a930/0+3:8,,7�0:10/03.8- Mitt Horz 11�-42e(loadnee 3) Max LJpliflll•-222Qaad case �, 7=183Qmd eau 5) FORCES (lb).- First Load Caw Only TOP CHORD 1-2=31, 2-3-4 , 344 450, 4-6-436, 5.6=37, 2-11=954, 54-854 UQT GHORO l0-1 h-0; 5.70=4So, g.¢+g90, 7•sro WEBS 3.10-4S;3-B--0, 4.8=45, 2:70=q58, 5-BR458 NOTFs 1) Thie hues has been checked for unbalancad loading carldglons. 2) Thia bus has been:designed far the wind loads generateo by 80 mph winds at 25 ft el 700mi rmm hurriPane ccmddne, e� cn accupnnq category 1; ceeddi0n r arcloacd boi of nnGkuor„exLM, they are exposed to wind- ' tf pomhw oxisl, grey ero not cvpo>ed to DEFL 5n) Qoc) Vdell ES PLATGRIP Ved(IJ,) A,OB 10-11 >gg9 wo 1491110 Veri(fL) .0.1010-11 >Mg ilorz(M) 0.01 7 Wit tst LC LL Idffn N]c0 = 4W Weight 1321b SRAC0l0 TOP CHORD Sheathed or BbO on center purlm apecing, except end ver5oala BOTCHORD 17gid 0eSmg direcltyappGed'or6-0-Oon center hrecmg LNpES 1Row el midpi 3.4 and 4) AN pleles-ere RM pla(es.unless othenvisd indmeled: 5) Thie Buse has been designed fare 10A pa(botiwn chord five lead nonconcuvent wdh any otherlive loads perTnble No 1G-B, UBC-94. 5) Pradd`v'mo'ehanlnl conneeden'(By. tbers) of It= to bcadng plate arpablu of wgledendng 222lb uprirl at lain( 11'and 1831ti iryldt at)alm 7. 7) Thistruss has been, deeigned far bath IIBC-04 end ANSIrrPI.1.190 Flailing criteris. LOAD CAGE(S) SmMerd 9A R=95% .330 6.29 824.1 04-15-98 12:58PM P012 #21 04/15'/98' 13:48 FA% M 629 8241 MITER IYOUNGSTOW4r 4-. HALL AND HOUSE' Job Tr= TMU Type Y J71216 T11 ROOFTRUSS t 1 IPESTFIE�TIT �V32'€l�"6149��d�T; tllq 4a1R 0.2-0 12.2d 1E74 21ba -4 � 34}b 4S4 4d•12 7xes dx4a 12D0 biz' 17 15 194 13 12 11 2x411 3x4= 3x4= 3x8= 3x4= 2x4ii 3X4= 16-721-4+6 ad-12 a-s4 � 58d 4Sd 4l•12 21-4-0 0 011 LOADWO(p50 SPACING 2-0-0 Cal DEFL fn) Itoo) VdeO PLATES GRIP TCLL 70,0 Plates Increase 1.15 TC 0.22 V09 I) -0O2 15-16 >999 M20 149MI0 TCDL 10.0 LV=er lnmam 1.15 BC 0.26 Vert(TQ -0,0415-16 999 BCLL 0.0 '.Rap Stresslncr YES WE 029 Ha ) 0.01 11 n)a ECDL 10.0 Code UBCACBO ist LCLLMin9den=4a0 Welght 101. lb LUMBER BRACING TOP CHORD 2X4 SYP.No2 TOP CHORD ex %A And mwfcale. SOT CHORD 2 X 4 SYP Not SOT CHORD R& ceI" doedly applied ar 6-0-0 on infer bmdng- WEBS 2X4SPFNo.3'F�.pt' WE2S 1 Row at midpt 6.13 2 X 4 SYP Nn2. 2 X 43YP Nat REACTIONS(Ih)Eim) 17=930l0.3.9,11-93U1G-3.8 Max HorcT7�4B1 ppaad case 3) Max UpOfit 7=-222(load case 5), fi=183(laad case FORCES (lb) - Firat Load Case Only TOPCHORD 1-2=31, Z3-700, 3-i=5/B; 45-578, 6-8411, 8-7=579, 7d'-579; 8-9-7W, 9-.10'.91; 2.1 Tx-665, B•ttr:.885 EOT CHORD 1�17�,16-18�85,-1415a471,.13.14--471, 12-13=495," 11-12='0 WEES 3.18=72, 3-15=144, 5.15=186, S13�J, 5-13=188. &1&'-144, &12'-72, 2.16=Stt, 9.1T-52T mph winds et 25 ft m I enoi6sal be0dr are not expo6Ed to 7) Trus truss nas been be91 LOAD CASE(S) Standard alher five loads perTable No.,16-B. UBC/94. 1222 lb upfft atjoint 17 aM 151. Lb dpI tstjoin111. 6TATE OF R=95% 330 629,8241 04-15-98 12:58PM Poll #21 04/15/98 13:48 FAX 330 '629 8241 MITER YOUNGSTOWN 44. HALL AND HOUSE �01O IM210 47 a�1s. Ino s--1.33 o-t0=stt iatt=sl:t. tr24=5rt, t2-aa�1,5, z_2�to.D-zz-z9=ton, -1D.a; tail :.1D.q t9�t4�tD,D i.t, 11-z4ti5t.t; t2-24.2a.4zas=t0.4 �-zx•1o.o, 13-74=10.0 7.e=51,1 8•BrS1.1, &1D=51:1,.1D-11=51:1, 11-24--51.1; 12.24-24.0, 22;=.10.0, 22.23=-10.0, iaC..1&16=10.0, 14-1` 10.0, 13-14=10.0 80=174-7 8-.to=t74$10.11. 1342 11-24=134A 12-27=.20.4 2.27=•2).% .0.0. 15-10 -20.0, 14-16=20.0, 13-14--M,0 45=1742, M. 1744 &7. 1744 741742 "9 1742 9-10=17421a11=174211.24-1742, 12-24=00.0, 2-23=2 0, 19-2D--20.0, 18-18=.20n,17.12= 20.0, 1fi.17:.2p,0,d&1ti=37.0.1415=20.0. 13-14=20.0 =95,0 #21 04/15/98 13:48 FAX 330629 8241 MITEH'YOUNGSTOWN 444.HALL 'AND HOUSE 009 a NBe Nse ypa Y J71218 T10 ROOFTRUSS 1 2 ' s ar e n on 1.7.0; Ti-1-7' 10.2-t 1541 20.10.1 2G2-1-3f-0-4 36.10-1 41•27 1- j 1- 1D ` • Sda b-f-0 5-0-0 �a -2 7XS: 8x4= dze 2x4 p 3zB= 2:4 11 AxB= 4 5 8 7 8 9 10 9.00 FTZ- 6xe 7xs= 112T 3 2, 0 1 id Us,, 2S 22 21 20 19 ill 17 15 15 1413 2x411 4x4= 4XB= 2r411 4z8= 4x8= 2r411 SxB= 7x6= SzB= 3x4 it fi•1.7 10-2-1 16•&1 20.104 i 28.2.1 31�•1 36•.10•f 41-2-7 2.8� 1-7-8 428$ l i I i s e LOADING( aD SPACING 2-0-6 f51 DM (in) (100) Udell PLATES GRIP �.0 TOLL Platas lnpagse 1:15 TC' 0.45 Ved11L) •0.13 10. sOBg M2D 140H70 TCDL 10.0 Lumber lna®se 1.15 6C 0?2 Vart(11_) -025 19 sggg 9CLL 0.0 F74p StMn lnCr NO WB 0.72 Herz{1L) 0.07 13 n/a ECDL 10.0 Coda ,l1aC/Ic9D (Matrix) 1g[[C LL MIn Ude0=4EO weight 679lb LUMBER - BRACING TOP CHORD "2 X 4 SYP Nat TOP CHORD Sheathed orb-1.1 canrppdin SpacNg,. excep[end ver8als DOT CHORD 2 X a SYP OSS SOTCHORD Rigid m9ng d'vaoBy, applied or 10-M on comer bearing. WEBS 2 X 4 SPF No.$*Except' WEBS 1Rrnvatmidpt - 945 11-13 2 X 4 SYP Not WEDGE Left 2 X4 SPF Nu.3 REACTIONS rl;Ln) 2--4226103-k 13i40S210-M Flax Horz 2-84911aed case 4). Max UprAt2=-93130oad cane 5): 13�881 oared case 5) FORCES lib) - Feat Lead Case Orgy TOP CHORD 1-2=53,23=-8091; 34=53?9, 4.5=.5172, 5-6�170;&7312,7-0="�72, y931 Z,'9.10=.2778, 10.71-�4g9, 77-21�$47, 12.24=•84.s, 12-13375 BOT CHORQ 2-2W523; 22 23--4$23, 21.2Y-4078, 2021=4076 ,19-ZD=56a2; i8.10 603, 17�18-4320, 76.17-032g, 75.16-1329, 7a15=1099: 13,14-109 WEBS 32�-90,'Y2,Y.•975,4-22=515; 4-20--104?, 9.20�97; &� 700, O.iBa120, B.f ✓3=•510; 8.18=.B1B; &18c7750, &1�76: �15=2930, 10-15=1075, 11-7�7209, 11-14=-3914, 12-14=3288 NOTES 1) 2-ply truss to be canneded togetherwith,ted Common(.1481r3') Naga as follows Top chards connector! with I rows) at OJ' -0 on center. SoUnnl Chords eDMeCtEd with 2 mw(s) ",'at (1.BA on carter.;, Webs connected vwilh 1 mw(s) at 0-9-0 on center. 2) Tits fives has been chedmd for untlatanad loading Mmfilinn 3) The buae has belie daal ned f"a vAnd loads generated by 80 mph winds at 251E ahove grptnd ImcI, ,.=in, 5.0 puftep chord dead load and S.O. paF ba@am chord dead lea, ml from hurricane OceaNme, on an occupancy category 1, mrtOlUpn I endosed buildog; of duneneions 45ftby 24 ftwith expDSum C ASCE 7 93 per UBCA W O trend ven1poLs Or cantilevers they to wimt If exist are exposed porches exmt they are nofexposed m wNO. The IuntCr DOL inaeasB Is 1. tl�e plate grip Increase is.1.33 4�.Provide addquab drainage 10 prevent water PondIngg. "5 All pis are M20 plates unless otherwise indicated" 6) Th:o trues: It.s been designed for 10.0 per bottom ctard live load nonconc u ant with any other Ova loads per Table No. 10.6, 12 -94.. 7) Pimnda madlanlcal cennectlon (by others) of truss to bearing ptala capable ofwhhst3ndng M0Ib uplle at joint and A81 In upra at 8) 9olnt13. 1s truss has been designed for both LISC•04 and ANSUTPI 1-1995 plating criferia- LOADCASE(9) g1111f21//,1y 1) Regular, Lumber Incease-175, Plate Inaeese=l._IS vvv Urprn (caf�Q+ Vart14Q,7�17d.2.4-CC770,-174.2,8-7171n,7Aa.17d 8-�17a a-10=17A2�� -- - 0.;tb12a.0, 10.11-17?.11-24-AU.$12-�4�0.0,?3=21022-23=20.0,21-22=20.0,20.21=20,0,79.202p.rt„• •wS ��, `�� 1718-2:m25§-17 2t 14-15=20.0. 13-74=2g0 'fit((.. `-+r"�••,.d' Place ,2) UDC; Lumbar Increase=l 25, Plata Inrreaea1.25 � �,. � C Uniform LCada (o � .:,No. 6Q92W3'c z Vert 1 2=20.0.2-3-77.1, 14-771 4-5=n.1 b8 TT,1, 6.7- T71. 7.8 7TT1, 6-9-77d. 0-1D-77.1, 10.11- 77.1 _ 11 24= 77.1,.:12r24 20 0, 2.23--• q04, - 21-2Y�O.o.20-21'r40.o..1az0-�0.o, 15a9 o.0. 17 1a 0 a, n3j.97 1617m40.0.,101-15-40. , 13-4'00.0 STAtE OF j '9) Wind Lest Lumbar Pincreaseel.33' e / ��~ rrgipnusH�e Ce (inugd can age 2 ---:R=.96%: - 330 629 824r1 - 04-15-98 12=58PM P009 #21 04/15/9813,:48 FABr330 629 8241 .b _ MITER YOUNGSTOWN -44 HALL AND HOUSE 0008 Job Truss Truss Type Oty ply J71215 T09 ROOFTRLISS 15 1 Y43047 HALL A HCLISE, WESTFIELO, IN dso74 4Df32a f.+ 51099 MiTck lnduatriee,la-Mb Apr 1313:=001S96Pagel 1-1-7-11 r 7 13to T7.11a 1-7a 6.e•7 o-e-m ally 4-11-e sass i51411 6d6= 4 5 4XB= 12 9,0012 a v axo ll 11 10 9 B 7 1.Sx411 3x3= IsA 11 ax4= M&7 8610 4-11-9 4.11-a Phte Ogseas 91.2• etl a �0.3.15 D-0.10 �� LOADING (per SPACING 2-0,0 CSI DER (m) (too) gdefl PLATES. GRIP TCLL 20.0 Plalee lnamsaa 1.15 TC aB7 Ven(LL) 4.0010-11 "99 h420 149111D TCDL 10D Lumberinamoso 1.15 BC 0$ Ven(TL) 41.141D 11 .999 ECLL OD Rep Stress lnor YES We 0.74 Hom(TL) -0.01 6 nFa BCDL 100 Cede LJEr4CBO 1st LC LLMa Won =4B0 Weight 1531b LUMBER- BRACING TOP CHORD 2 X 4 SYP Hat - TOP CHORD Sheathed or53.2 on canlerpu0ln spacing, except end veNo-als. BOTCHORD 2 X 4 SYP Not SOT CHORD Rigid ceSdg diredlly sppbed m i3.a.9 on center bracing. WEBS 2 X 4 SPF Na3 WEBS 1 Raw at midpt 6-7, 3-10, d•5, 9.8 OTHERS 2 X 6 SYP DSS WEDGE Lefl:2 X 4 SYP Not REACTIONS of Al 4e) 51110.4•D,,2d19171a3-B hAu Herz2=636Qosd pasa5) . Max UpliII&I299(load case 4).2=122aosd case 5) FORCES; 91b) - First Load Case Only TOP CHORD 1-2d25f23v1041; 3w-639; 45�151, 5�.351 7-12=60, 6-.12--49 BCT Cl-IORb 2-11v6d4, 10:11.809; 410.fi0B; as.600, 74'r=1 WEBS 3-11_y3,^7, 3.10=-3BB; 4-1054, b6v,3$g5.g—yq6; 6$-793 NOTES 1) This hirsa has base designed forthe wind loads generated by so mph winds a125 ft aba's ground level; using 5.0 psf tap chord deed load and 5D psf bottom chord dead losd, 1CO mi from hurryfoons ociumlim, an no ocaupenay calenary 1. =nd4lon I enrJesed bulldln0. of dimensions 45 R by 24 fiveTh e�m CASCE--793 per UDCflCBO Hand vertical orcentrlevors essL lhay ero exposed to wind. Ifpmches. exist; they are not exposed m wind: Thvlumticr DOLindrease is 1XI. and Lheptategrip incleassrs 1.33 2) Provida-adepuato dnlnaye to provonl orator p"ondmg. 3) All plates are MM plates unless office sa indicated. 4) Thlo Irua hex A44n dhxlgnedfor A 10,0 paf bottom chord We had nonconcurmnt with any other Eve Wads per Table No. 16-8, U6C-94, 5) Gap helxreen Inside tirmp chord bearing and 11ml t1mgonel ocvedical web shall not BkIwld'0.500W, 6) Roaring at )oint(a).6 cvrivders parallel la grain rtiAro using ANSl1TPl 1-1995 angle to grsln fomarla. Be➢ding designer should verify capacity of beafjgg surface. 7) Provide mkhanical connection (by otltars),cf truss m nearing plate Capable at wlthi ndblg 29S lb upHfl at )oml. 8 end 123 Ib upgB at lard 2. 5) This Mat Isar been designed for both UBC-94 and ANSVTPI1-1995 plating cnlena. LOAD CASES) Standard . pllplf114111j, 'ram ' No; sos2oa7� �. "vo P,=95% 330 629, 6.2'4,1 04-15-98 1.2:58PM PODS #21 04'615198 13:48 FA%' M 629 8241 MITER-YOUNGSTOWN 444 HALL -ARID HOUSE. Z 007 3:tt 7_ b .11 3}1 116E 41-14 ye,;= 4x94 NII 1.5x411 ax5- 3x4_ LOADING (paf) SPACING 2.0-0 CSI IIEFL (n) (lac) Udan PLATES GRIP TCLL 200 Plates Increase. 1.15 TO 0.70 Ven(LL) -0.11 5.6 a999 Nuo 1491110 TCDL 10.0 Wmberlrwrasee 1.1S BC 050 Ven(77) -022 S6 >59B BULL 0.0 Rep Stress [nor YES WB 0.22 Hov{fL) 0.00 5 Na BCDL 10.0 Code UBGAGBO tat LCLL1e4n9defl=480 Weight 741b LUMBER BRACINe TOP CHORD 2 X4 SYP Not TOP CHORD Sheathed or 6-M on center pudin spacing, except and vel0=is, BOT CHORD 2 X 4 SYP Nat SOT CHORD Rigid mling dlredty applied or U-0-0 on center bracing. VVESS 2 X 4 SPF No.3'Fxnpt- WEBS 1Row at midpt 1-7 4-6 2 X 4 SYP Not REACTIONS (This") 7=439/0-". 5=4abMA Max Hord=3640ead ceae 3) Max Up007=1710cad once n) ' FORCES (lb) - F, st Lord Case Only TOP CHORD 1.7�-470, T-2=i35, Z3=171.31=0, d-Sv.117 SOT CHORD 6-7.0; 5-6.238 WEBS 1-5-344,2.E--110, 3-5-140,35=9 g NOTES 1) Thit hues has bean dosigrwd for the wind loads generated by 69 mph winds e125 R above gmund)evU, using :.0 paf top &hand dead load and 5.0 par badorn chord dead Iwd, 100 mi from hurricane ocseNine, on an occupancy category 1, condition l enclwod building, of dimensions 45It by 24 It with dipre asuC ASCE 7-93 per U13=1301rend v 41 orcmddnvem eldat they are exposed to wind- If porimn exist, they arc not mpa:cd la wind. The lumber DOL lnerea o, It IM, and the plate grip 6crease Is 1.33 and LOAD CASE(S), Standard live loads per Table No. 16-B, UBG94. Ih upitR aljoinl 7. N0. 60920475 P=95o 3.30 529 824,1 04-15-96 12:58PM P007 i321 04/15/98 13;48'-FAX'330 629 8241 MITER Y6UN6STOf4N -4- ,HALL AND HOUSE 0000 TRUSS 'a��. SB•B I 1184 70-7-t S24f SS14 9.00 12 4v4= 2.5x6 II 2X511 2x4II cce t1$4 LOADING (psi) SPACING �2-0-0 cm TCU 20.0 Moles Increase IA5 TC 0.57 TOOL 1d.0 Lumherincr.. 1:15 'BC 0-3 BCLL 0.0 :Rep Biros lnor YES WB OBB 9001. 1o,g Cade USCAC60 (N,atRv). TOP CHORD 2 X 4 SYP Nat BOTCHORD 2X4SYPNa2 WE85 2X4 SPFNo.3'E%oapt- 1-7 2 X a SYP DW,4-5 2 X 4 SYP Not .REACTION$(Ihlaim) 7�435/11.3.8; 5�436/p3-E Max H.m7=5140oad case 3) Max Mpditl=278poed case 5). 5=-32(load case 4) 'FORCES gb) - Fist toad Case Only TOP CHORD 1-2--247, 2ti'--443. 3-4=-432,1-7=-371, 4.5e.7T7 'BOT CHORD Ir7=31,&Z--172 6 WEBS 2-=47g, 3- Mil, 4-F101 DpP'L GO goc) Wall PLATES GRIP VatjLL) UM S4 *99. ►420 1491110 VC11(7L) 4LC3 e-7 199D Hoyt(%) 0.00 5 Na 1.1 LC U. Min Wo-480 Weighe 82lb BRACING TOP CHORD Sheathed vfi-0-p an oerlter purGn speang, exrapt end verticals BOT CHORD Rigid ceSmg dbently applied orlo. u xa center bmcblg. WEBS 1Rav at midpl 1-7 Y438345 h.. bean abec6ad for unbaWnoed loading eond!Uonc. has been designed far the rind leads generated by 80 mph vmids at 25It above ground level, Vaipg S.O pef top chord dead lead and 5.0 pd'borfam chard dead load, m hurcwana oceanfine, an an accupanry r„dagory 1; conofiGonI enclosed bulling. of dimensions 45 R by 2d ft with wcaum C ASCS 7-93. per L15CACBC (rand vatic am edst; ttieyare exponeo to wind." tf parch] a exist, they arc not c*oxd to wind. The IumbarOOL increase is.1.33, and the plate grip Incrcdse is 1.33 ue rd20 plates unless dheafee rndl=ad. has been designed for a 10.0 psf bows clive load nonaoncum;mt with anyolhar ke loads per Table No, 1F8, UBC-94. edtsniel cotion nnec(by ndh )ofti'ut-s tohord bearing plate capable, of wlhsland'ag 278 In uplift of Joint 7 and 32 lb_"up119 atJolnt 5. has been designed for boih UBC-94and ANSMI 1.1995 plating ailcna. LOADCAERS1'• Slandord ?. STATE OF R=95% 330 629 8241 04-15-98 12:58PM P006 #21 04/15/98 13:48 FAX 330,629 8241 MITER YOUNGSTO{9N +-44 HALL AND HOUSE. f�jD05 PIGGYBACK 10.2.7 Y43Bd44 a-x^ it 1. 411 2114= Apply puffins as specified On base truss drawing. Puffin -16- -7 spacing not t0 extend LDA13ING (pso SPACING •'2.0.0. C51 DEFL (in) (lac) Vdcn PLATES GRIP TCLL 20.0 Plnles Increase 1.16 TC 030 Verl(LL) n/a - n!a M20 - 1491110 TCDL 10.0 Lllmbcrinarsass 1.15 6C. 021 Verl(TL) 0.00 2 a,1ngg BOLL 0,0 Rep Stress liner YES. We 0.12 HcmfTL) G.W n/A BCDL 10.0 Code UBWCBO (MaUIi) tat LC LL Mn Vde0. 400 Welght: 49 lb LUMBER BRACING Top CHORD 2X 4 SYP Not TOP CHORD Sheathed or 540-0 on center purlin epaeing, excepl end verticals. Ct10R02 X 4 SYP Not BOT CHORD Raid telling diefly applied or0-0-0 an ea, of bneao, WE WEBS 2X4SYPNo2 WEBS 1Rawat mldpl 5-9 0- CTI'HERB 2 X 4 SPF. No3 REACTIONS ahtsiza) g=13219£.10,2=4719.610, T=34219570; 8=253/8E-10 Max Hum 9=365(l0ed men 3), 2=44(Iead case 5), 7=522gosd case 3) Max Up6Rt;G103goatl ca&a 4),7a-101 Qmd �e 3) 7=158Qoad nee 9), ae.137(locd tmsa4) Max C3mv2=253(Ided mee 4), 7=342(1=d ease 1) 6—LSiO3&d case 1) FORCES ph) - First LoQd Case Only TOPCHORD '1-2=15, 2-3�46, 3Jese, 45.51, a s,-132, &"S ROT CHCR0.2�=0.7�=ri, .WEBS 4.7--260,3.8-495 NOTES 1) ThIs hula hasbeen designed for [he wind Inds generated by 50 mph winds at 29 A above ground level, using 5.0 pa(top chard dead load and 5.0 par bottom chord dead load, 100 mi ftom h rnicsne oceanOna, an nn oc pzhey calegary 1, aanddfan 1 nnal.�d building, of dunensions 45ft by 24 ¶with oxposuro CASCE 7-93 per UBWCBO V wdvcr0t Of cdr](11 Jars sl* they am axposed to Wrid—if patches ena1, they are not expasad to wind, The e Iuber. DOL incraasc Is 1.33, and the plate grip Increase Is 1.33 2) Nor Standard treating coedltion. Review r¢(uirad. 3)`NI plalea are M20 plates unless elhcrwise indicated. d) Gable oWde opened at 4-0-o on oontcii D)For,atcdaexpmadtovand,,&ea NITek" Izndard Gable End Dsbu-r o b 6) Thuss has boon designed fora 10.0 pat bosom chard rive load noncancunent with any other rive loads per Table No. j5.8, UBC.94. 7) Dap between Inelde of lop chord bearing and firet diagonal or vcdioal web shall not exceed 0.9001n. 8) searmg etjwnt(s) S mneiders parelkl to grain value using AN5VTPI 1.1955 angle to grain rormtds. Building designer should vcdfy capacdyof bearing surface:- 9) FrONde meohanical connection (by others) bf hose 10 bearing plate capable or wllhetandinq 103 lb upliR at joint 9. 101'lb u„ lPff M joint 2, 159 Ib uplift a[Jalnt 7 and 13T lb upUB at joint S. I0)<Ttde true& has hens designed for both UBC-94 and ANSUTPh 1-1995 plating crderis- LOAM CASE(S) Slandald F,=95Y 330,629 8241 04-15-98 12:58PM P005 #21 04/15%98 f3 48. FAX. 330 629 8241 MITEK*'YOUNGST6{9N 4.. AAT.7: AND ROUSE 2004 IMss ruse Ype Q Y 171216 T02C FINK 3 1 s us c n eBa 1 4915 l u-9-0 16&1, 5x6= 12.60 jPd 5 3141, 3xgp 3x4p 3xgp �� B7 2x411 2x4 II I fv g8 14 13 12 11 10 4x4= 3x4= 3x4= 3x4= 4x4= FBi 14-6-12 21.4-0 e ad - 661 1-9-0 M-0-0 14-e LOADING (psb SPACING 2-M CSI OEFL (m) (Iop) Merl PLATES GRIP TCLL 20.0 Plates Increase 7.15 TG 0.40 Vett(LL) -0.02 11-13 xM h42D 1401110 TCOL 10.0 Lumbetlnrmase: 1.15 BC 027 Ved(iL .mp011.13 a939 BOLL 0.0 Rep Stress lncr YES WE 0.54 Ho 011 10 N3 BCDL 10.0 Coda UBGICSO (Matiiz) 11 L LLWo Vda0=480 Weight 146 Ih LUMBER BRACING TOP CHORD 2 X 4 SYP No-2 TOPCHORD Bheelhedws-0-0on ralrer pudln tpadng, aeoaptendtenicals BO CHORD 2X4SYPNo2 6(7i CHORD Rigid mTmgdia9yeppaaderl0-0A oncenterbrecing. W®5 2 X 4 SPF No.3'Exceppl• 'WE68 1Row at trudpt &13, 5-11 2.14 2 X 4 SYP Na.?, a-1 n 2 X 4 SYP N0.2 REACDONS (Wzk6). 14=931Y0-4-0, 10=83N0-0-0 Max Ho214-553(108d case 3) Max Up11414=225(bed Mae 5 , 1o=•1795mcl use 5) FORCES (m)-Fret Load Caae Onty TOP CHORD 1-2,83, 23=-212, 3-4=770, 4.5=756 5w-75g% &7=770, 7-8--212, &6-03. 2-14=-07• &10=307 BOTCHORD 13-14=503.12-13=374.11-12--374,`10h1=503 wEBs 3-13=133, 513=Z67, 5-11=287. 7-11=-134, 3.14=-700, 7-10-7a0 2) This suss has been designed for the wind loads ge&Med by ao mph Windt at 2-5ft nbov0 ground level, using S.0 pdtop chard dead load and S-0 pd'botrom dmrd deed had, 1i mt Win hunliure ocaanlula on an calraanry degory 1, 10,6ifim 1 enpldsed bUnd[dg, pf dlmentlans 45 R by 24 R w,kh mcposUre C ASCE 7-03, per USC11CBO ]fend velamis m pardllevert exu; they are ex If porchaealosL toyerenatexposscitowind. The lumber DOLlnaease is 1.33, ardtheplalegripin=meis1.33 3)j NI places are M20 ply Unless nplhavri5e indiMted. 4).Me truss has been datrgrted far a 10.11 psf bpdom dmrd Eve lwd IlonCpn W7e14' with any other 8ve laths Per Table Na 15-9. UBC-B4. 55��UProvide mochanital connection(by01het5)ofthlss to heann.7 plate caUsble 0fv4dislanding 2251b FIiR atl0inL14 and 1791b upliR alj0int10. na truss has been designed for both UEGA4 and ANSVm 1-105 plating wfferia. LOAD CASE(S) Standard R=95% ;330 6.29 824,1. 94-15-98 12:58PM P004 a2l 04/15'/98 131:48 FA%'336 629 8241 MITER' YbUNGSTOWN' 444 HAIL AND HOUSE 0003 Jon Trues Tn Type Glty Pty 47121a T02B ATTIC 1 1 Y438342 FLAtL B HOUSE. WES1 rlrL , IN 45074 4.032n Mar 5199E AkT'ek In uatics; M. Mon Apr1313-lkw 1aa5 Page l 2.2.5 SA12_i 7$7 )'70.8-0. 1 w-0 f 1G1d ( 784111 (2f�grB 1a0 24.5 2-11.7 2-11 2.11-9, 2-11.9 ZS-11 2-11-7 2s6 1." ms- s 120012 4x5q. 4x5 \\ 4a12// 5 7 o1A 1.5X411 �7\\ 4 B 4Xa\\ 9 3 Sx10// 2 1 le 1514 13 1211 10 sr711 to, are= IWO- taiL11 2vel II 29.5 sal sts 1 2I1d 2-2 2-117 10.ta9 0.10.12 zai 2a11 Plate Offsols 10:0-2-0 0-55 120.3-0 0-6-0 LOADING (p4 SPACING 2-0-D 'plot.. C51 OEPL (in) One) Well PLATES GRIP TC1L 20.0 lncR3aa. '1,15 TO 0,96 Vett(LL) -023'12-14 >873 NIM 149/110 TOOL 10.0 LYmber lmc aee 1.15 BC 0,56 Veft(1L) -0.43 12-14 �464 BOLL 0.0 ,Rep Sums incr YES 'Vve 0,36 Ho2(TL) -0.Ot 11 nta BOOL lU Coda U5CfIC60 (I;Jalrix) 1st LC LL Mn Vdafl=480 weight, I ib LUM9ER BRACING TOP CHORD 2 X 4 SYP Not •Eidept• TOP CHORD Sheathed or 3.7S an center p001n spacing, accept and verOcals- 5-g 2X 45YP. No.1 BOTCHORD Rigid celfngdlfeollYaPPgodor2-5-0on coMerbracing. BOTCNORD 2X10 SYPDSS WEBS ZX45PFp No.3-ExcW- 2.16 2 X 6 SYP DSS, 9.10 2 X 8 SYP DSS,10-122 X B SYP OSS RMC71ON5 Ob/aiz9) 16=147flf0-S-O, }1=1Bd610-4.0 Max Harz 1&=8130dad case 4) PORCES Qb) -F7al (And GaSe Cry TOP CHORD 1-2=aa, 2-1 o7a, 3-4.-as7, 45=726, S-G--78d; s-7=180, 7-8=.706, &g-124d, 4A6•-to®, s.10�-7186 . SOT CHORD 15-16-287,14-15=SB5, 13.14a573, 12.13=573; 11-12=775, 70-11=457 WEBS 5-77=538,7-77=539,4-74=504,a-12�1H, 0.17=00, 2-75=288; A-7538 NOTES 1) This truss has been checked for unbalanced loading conditions. ,2),This Voss has been designed for the wind loads genended by 80 mph winds al 25 R above ground lose!, using 5.0 paftop chord deed load and 54 psf buttomn cJlefd dead load,,. ,100 nli from humran6 6coonrme on an occupancy rateppry 1, conditon I enclosed nu9dung. of dim.mirms 45 8 M 249 vnlh axposum C ASCE 7.99 per uBCICEn.If end ver m ofanl9evers exist, Ihay are 4Xpasod fo vnnd. If porches exiet, they Arc not cqp ..d It And. The lumber OOL increase is 1,33, and the plate grip inereeeo fa 1.33 ,3)`qp pgtee are M20 pglae unions olhdrcnso mdrealed: ,4),Thlo hues has been deeigned for n,10.0 pp( bollom chord 5ve load manctulc Trent wah'any other bVe 104dS per Table No. 16-5, UBC:4 . 5) CaTry1 deed Irad(70d) psi) an memher(a): 45,:>•e, 5-17; 7-17 6)Bollom chord fivdload (40.0 Pot) and additional bonorr(chofd'deod lcad (20.0 pc4) applied only to roam. 12-14 7) Thls bras has been daslgnsd (of both U2G84 and ANSlfrPJ 1.1295 Planing tj cuJ2. LOAD CASE(S). Sisndsrd N'0'A HUUijif�'7�T4jyf' `tee NW W920473; STATE OF i W YH for 1111"iIx1,1`` R=95% 330 6298241 04-15-98 12:58PM P903 421. 04'L15%08 13:48 FAX 330'629 IBM MIM YOUNGSI'OPPY44 HALL AND HOUSE 0002 IJ71218 1 l "29E 15 -12 h 787 I 1080 I 13.7 a 1191./ ta611 ) Y1-4a 1iU 255 ill-Y 2511 2.11.6 2-114 2511 Z11-7 2415 1- 4x5= a 1200 12 dx5\� 4x12'/ 5 7 3v6z 1.5x411 3x4Q 4 8 EB 54= 19 V is 15 1413 12 3311 9S= 9t3= 4x1411 Sae II 2235 zre II I 54.1 -,I 1s�0.1t 1&74 14 tad 2-11-7 '10-;0.8 0.10-12 23-5 2b11 Y438341 LCAGWG.(pm SPACING2-0-0 CSI. DEFL M) N_), 9dun PLATES GRIP TCLL 20.0 Pblex merge* '7115 Te 0.92 Yert(LL) -02714-16 a747 Mzu 1491110 TCDL 10.0 Lumbar lncraaee 1.15 BC 059 VeA(1L) 4.4914-18 >412 8CLL 0.0 Rap Sit.. Incr YES WB' 0.65 Hortjl.) 0.01 13 n/e SCDL 10.0 Code (IFINCGO (Mabix) tat LC L. MIS U44=480 Weight 1921h LUMBER BRACING TOP CHORD 2 X 4 3YP No.2 TOP CHORD Sheathed or 4.2.10 on Center. purfin spacing, except end verfirala, GOT CHORD 2X I sYP Oss GOT CHORD Rigid e0ny dlrecllyapplicd or 2.8-Uanwater brauV- WEBS 2 X 4 sPF No.a-Except" WEBS '1 Row al midpl a-13 2-12 2 X 4 SYP NO2,10-12 2 X 45YP Not REACTIONS (IWs¢a) 18=7348104-0,13=22MIO-d-0 Mee Hor218=528(loed teas 3) FORCES (ib) - First (nod Case Only 7CP CHORD 1-2i3, 23�94, 3�da.798, 4.5ayy9; 5i 68, 6-7=19B, 7.8�-BBt, &9a.'}79, 9-1�53B, 70.17=63, 2-18=986, 10.12-�i47 BOTCHORD i7-76-y9d;16-17=511,15.1W49S,1416-Sg5, 73-14=d60,12-93=:13 WEBS FrifY�66, 7-ig�186, 4-16a-eG2, &14=1346, G79=80,10.13=315, 9-13=1662, 2-i7e296, 417�50 NOTES 1) Thislr45s has been Cneck" for unbalanced loading candhlens. 9nm wr mo wino twos genaratea ey uu mpn wmo1: ul 25 n above ground level, using 5.0 psfwp chord dead load and 5.0 psf bolicm chord deed load, Mei fine; an in occupanoycategory 1, conetionl endoced building, of dimensions 45 t by 24twith axpoarue C ASCE 7-93 pet UHCAQUO If end vpr5c are exposed to wipe, If po2.fics erist, they are not exposed to wind. Thu lumber DOL increase is 1.33.and the pure gdp Increase Is 133 unfess olhermss Indialled. giie`d fora 10.0 pgf bottom chord. We load npnmuumant with any olhe1 live leads par Tahle No 16.8, UBC54. 4 on member(a); 4.5, 7-8, Sal 9,7-19 (1.0 psi) and sddilional bottom chord dead load (20.0 pso appried only to room. 14.15 gnbd for bcdh,UBC-g4 snd ANSPiP11-1995 phrUng criteda LOAD CASB(5) 8(andard R=95% 330 ,5�29 8241; 04-i5-98 12:58PM P002 1;21 04/15/9813'r48 FAX. 330 629 '8241 MITEK YOUNGSTOWN 444 HALL AND HOUSE 11001 3 ad-s 52-12 7�7 10. 0 13-75 161-+ tan-tt zta.o 22 2-11.7 z5-11 2.11-d 2-1141 2.6.11 att-7 2.3.6 1.4.e UTI\ 5 ri 15 1413 12 W2 kUL14= 3x1O 11 &6= 2��? t te-ta tsn t t-ao LOADING (pal) SPACING 2-0.0 CHI DEFL 00 Edo). Vdeg PLATES GRIP TOLL 20,0 Plates Offre a 1.15 TO OM Vff[W -0.4114.15 all Una 1491110 TOM 10.0 Lumbar lnurvse 1.15 8C 0.60 Vert(TL)-0.7914-15 >317 NROH 1451122 DMI, 0.0 Rep stress lnu YES WB 038 'Harz(TL) 0.01 12 rVa BCOL 100 Cede UBCIICDO .(Matrix) 1EILCLLMnI/def1=480 WeIghL 197an LUMBER' BRACING 70PCHORD 2 X 4 SYP M-Ecept- TOP CHORD Sheathed or2.4.2 on ender Purim apacOg, almept and verticals 1� 2 X 4 SYP Nat, 9-112 x 4 SYP Ne.t HOT CHORD FLgid eei6ng draclly applied ar104Y0 an cenly bradnp, EaepL BOTCh1OR02 X 4 SPF p,$ 141�.5-0-0 WEES 21H2X r No.9 MS.1• WEBS 1Rewal midpl 5-7 2.152X e5Yp o.2 10.122X6 SYP D55, 7432X4H1'P NO2 4S2X45VP Not REACTIONS (IWELZB} 78=187310+f--0. 13=1873N.4A Max Horz18=5416ce d rase 3) FORCES Qb) -Firs{ load Casa Only TOP CHORD 1-2=6fi, 2�=1737; 315a1, 4-5=1013, Ss=1G1; 6-7=162,.7.8-10/3, 8-8=1541, s1p-1737, 1a11=66, 2-18=1685, 1a1Y-1605 BOTCHORO 17-18=506. 16-17=1001, 15-16=1008,14-15=1008; 13.14--IMI. 12.13=50B WE&S 5-19=1280, 7-19=1280, 416=330, 8-14=330, 6.10.85, 10-13.06,.0.13.334, 2-17e556, 4-17=334 This Ouse lute been Thin trues lee bean 100 nu from E) BaHem chard Ilve lead (40.0 psi) 7) Thisnucc has been designedfar LOAD CASE(5) Standard candtiona- ueted by 80 mph winds at 25 8 s5hva ground level, ueine 5.0 pef tap thud dead land and 5.0 P:S hcttem chord did 4cyary L candilirn I anclonad bu9dng, of dmenafona 45 R by 24 R with sYpoaure, C ASCE 7-93 per. UBC/ICEO If end hes diet, lhcT Or, nal e>p.d to rind. The lumber COL increase is 1-33. and the plat. gnp inuease "u I hard live load n.... neurrenl with any ad=r 11w, 1yds per Table Na 16.0, U5G94. 5-1%7-19 m chord dead load (20.0 pat) applied only to mom. 14-16 NSVTPI 1-1995 plating ailoria. N. fM,'ffi473 STATE OF 'g.=95% 3.30 629: 824.1 04-15-98 12:58PM POO 1 1;21 04/15/98 13:;98 FA% 3g0 829 8241' MITER'YOUNGSTO.WN 44 , HALL AND,HOUSE - (a 020 ROOFTR1155 LOAD CAU(5) - 3);tct Wind: Lumber Incros 1.33, Plale Intmas 1.33 . Unitoim Lnada (pU) - Vert: 1-2=17.5; 23=17.5, 3d=24 ' 4-�24.6, Sfiop4.6, 5.7=48A, 79�10D, &�10.0, 64A 10A 3 Ham t-3�7,5, 2--7.5, 45-34.5, 5-5-a42. 6-7-56.o Concenhmed Loads Qh): Vert 8=742 4) 2nd Lunt Lwnbetlncrease=1.33, plat, IncRacC=133 UnTorm Loads (plo Vert 1-2-24.6. 23=24.6, 3-4 24.6; "+ 17.5, 5.6. 175, 1-0=10.0, &9=-10.0, 6•Bo-10.0 Hom 1-2�4B, 2.3�gq.e, 4 75, 5-E..TS, 6.7-16.9 Cnncentmtad Load. Oh) Vart 9=742 5) 3rd Wlud: Lumbor Incmase=1.33, plafa Inora,aa, M Unt(eim Loads (plt)Vwt - Hom1-2--- 1 B, 2.3>'e1,8, 3.4.24.0, 4-3-74.5.5-61 21.6 6-rti18n, 1-9=m.0, 5.9at0A; 6 10A No¢ Loads .fi, z.3=3dB.4.5.-3q.5, s5'-34s: Conccri1. . Loads Qh) Olaneed COn%f.: Lumtm Inorcma-1.16, F1efa lneraae-1,19 r !.Dada (pU) Van: i-r--60.0. 23--{,0.0, 3-4-.50,0, 4-5=2oD, 5 & -20.0, 6-7=20.0, t-�.20D, 6ae.2o,0, 6�=20.0 rbufud L.ou& (Ib) Verl• 9-4052 idlanood Oonola: Lumber Incmpae.1.15, Plata Inerease•1.15 i Loads.(pU). Vnetl-2e-ZO.0, 2.3e-20,0, 34=-60.01 4{t.60.o, 5.6e.6%0, Med Loads 66) 6-7=-60.0, 1.8=20.0, 8 20.0, 6$=20.0 - Verl: 9•40�2 R=95% 330 629 82'4;1 04-15-98 1.2:4.7PU P020 $20 ROOF TRUSS MITER'YOUNGSTOWN 4-''HALL AND HOUSE Q 019 3-11.12 IZG0 F14 9 3x64 4[7 9 oaz II 2.11,12 4 pd hwo a1112 tS.4.p S]= 1-44 srs= Fasten membarg 4 mw(s) of 3-3/4" p(am bolts equally spswd over mbr. length LOAOIN6 (ps0 TCIJ_ SPACING TOOL 10.0 Plates lwc ase 2-0-0 Csl d1.15 CLL p_p LarmLer fmtAmsa 1.15 TC 0.20 MOL 10.0 Rap Stress Incr NO BC 0.11 Code Uaancea WE 0.32 hUM9ER 'OP CHORD 2 X 4 SYP Nua OT CHORD 2 X 6 Syp ps$ i as 2X65YPO55 3-E 2 X 4 SPF No- 3�pt• JOER W12X45Yp No22-7-P, Right 2 X 4$YP No22-79 ACIWNS 1111 ze) 1�15Z43-8. B-�7926/0.3.g. uw Mo2 t=243(Icad teas 3) Max Uplilf lm-577Qoad case 5), 5=407(loatl q3C 'lugs Qp) . `frad Load C,u ; Only PCHO30 T CHCRO J-9-2 fiy$ 6.9a a 6 514 4, 4-5=2263, 6-6..2263i, 6-7=26 0S RO h9 1635. 4�1446, 3.9.4720 ES Ply buss to ba connected Iogalher v+dh 10d Cc Mt) al 11, on confer. LVabs connected 'is � 6n m Ahcckcd for unbalancedvmth loth 4-D8 5 8 O —IX4 7 4x5- all-12 Vert G°) (I UdeO �-L) -0.02 g >999 PLATES GRIP Harz(m7L) O.DI 9 V. h12ll 1d110 1sl LC e LL Mm Vdef(= 4e0 BRACING VJe(ght 172lb BOTCHORD R�IcaW19dijeW canfarpudin sfncin 9 B40y applled or 10-0-0 on caaW blscin9 NOT£ To obb•l, fie IW aoa LW da99n vaNa Vthe bWb, ita ^'whrtt r'akddn�Giap0dymew.o. ycyy 4olsrmnc be 68d ehd a-9 tafdad hole. Ibr Propeib�P pedYcalPelietlmnmm-wthmf9y W,s4r LY f1 gthebrdrhoWdfnmalef +1r G, ariNtla M4pal aeMrry� (pjd- ih1e0. ,W Re hob hod and the nu[ h The 9d9i Pb—ak d the pde; suclomm.vm4 �a;rrawa �RroamlMm an e5 feIIOW9: TOP ChOni'y �bnncdotl wig 1 �N•(c) 0.a-0 on tenor, an ten . 1oh winner �r a� h, _ . Bollwn chordd connected wtlh 3 de uala d L - _--yygst aoqulradto support mncent3181 load( p dfol oflconnax❑OL!iricrease is�1 111 up letae as lut2 prataage I s"e enf waterponding. P M20 lalee uN- (•+)u-delegaled to a tines has tiaen deli ed fc -Ihenvise inddatd. 10.0 pgbolloondho'd Gve iced nonronpurreN with dda Mdd`hbrlkyf capnedion cny olhcr Gvs loads par Table No. 168, iin 6. @Y o0lers)aflruae tb hearing plate capnhle efwG � tly bead deeigned fur Loth LIgC.g4 11%>anding 5771b uplift ajoi Tt 1 and 407 to uprs7 and ANSV{pl 1-1995 plating criteria :ASE(5) :m: LGmber In'orezzvi.l5,`PGIc Ineraesa=1:15 inn Loads (plq Vert: Ld moo. ( 0.2.3�•6D.0.3.4=G0.0, 4-5 n.0, S_6=60.0, 6-7=-6�.0, antV bft fd4ds (16) Vert 9=-4052' 1-•`a` 20.0. &-q--20.0. 6-✓r-20.0 L rlncreaae�-1,25, Plata lncreac�l ,S m LLoadd s (pl Vert: Lc4t 20.0, 2-3=.20,0.34=20.0, 4-5=20.0, 5.6o.20,D, 6.7e.20.0' nvend Loads Otr) Vett: 9=3039 load load and 5,0 psf both ?sure C ASCE 7-93 per LIE and the plalc ilrip ulcraase 7. N1y soreD4., f; STATE OF 330 629 8241 04-15-98 12:47PM P019 #20 ovivn' 13:36' FAX 330 629 '6241 MITEK YOUNGST019N 444 HALL AND HOUSE. LOAD CASE(8) 2) 1sl Wind: Lumboflwraa&a=1.33. pbto Incnaaso=1.33 Uniform Leads (pl1) Vert 1-2=24.6, 2-2--17.1, 84-17.1, 46'7,1, 7-a-.1 o,o, a-7-.10,0, 4-G--10.0 Hum 1-8-233,1-2-K6, 23n27,1, 3-417.1, 4.547.1 Concenlmted Loads'(,b) Vert: 4-100 4) 2nd Wind: Lumber Inerme=j 33. PIe1e Inwoesci=133 Unddrm LoOd5 (pl() Vert 1•2-24.6, 2'3 -149, 3-4�149, 4-5-249, 7-6- 10.0, &7�10.0,-4-8--10-0 Hum 1. --X5, 1.2=34-6, 2-3=- A. 3445 4Z-4_9 Concentrated Loads Qb) Vert: 4-126 5) 3rd W(nd: Lumber fne,al 1.33, Plate lrcreese=1.33 UnVorm Lwds (ph) Vert 1-2=24.6, 2- =17.1, 3-ae1T.1, 4ai7.1. 7-8=40.0, 8-7=10.0. 44-t09 Hw - t-Be?33, 1-2 4.6; 2-3=27.1, 34--27.1, 4-&-27.1 Contsnuared Loch Qb) Vert 4--100 No 60920473' STATE OF r R = 9 5 % 330 629- 824.1 04-15-98 12: 47PM P018 1120 04%15L98 13;38 FAX'.330 629 8241 'XITBH'YOUNGSTOWN'4., "HALL AND HOUSE ^�+ Tr9«Yype Fly 505 � ROpF YRUSS Oly y Z 1 -1OtJ5E, WESTFIELO, IN 49074 4032s6yu fitY9g NGreh In Mpn Apri 4S B-0O 5 1 bt taA-s . s72 3-5.0 3-2i SxS= 4kaa 4S-0 17.2 a-77 a 0-9 ADINU (P� SPACING 2.0-0 LLPlate. DL f00 Increasa 1.15 LL L 00 Lumborinurasse Rep sve_t lnct 1.15 DL 10.0 No Cade USC/ICBO TOP CHORD 2 X 4 SYP Nc2 "Eraepl" 2.5 2 X BSYP DSS DOT CHORD 2 X 4 SYP Nn3 WEBS 2 X 4 SPF Nu-3 WEDGE Right:2 X 6 SYP D35 REACTIONS (hlsae) 0=Sg0lp�-g, 10o5N-3-g Mail Harz 8= 3540oad sea, 3) Max Uplift8=1820ned case 3), 5-716nad case 3) FORCES (m) -Fust LOGO Case Only TOP CHORD 1�=692, 1-3aa80, 23..613, 3.4a-102B, 4.5�-47B BOT CHORD. 7-6=13, 6.7•1134, 4.6=1132 WEBS 1.7.645, 2-7=152, 3-7�91, 3-6=2.'f0 CS] OEFL (n) one) Well VaHN-) -0.OD FS >898 P1ATE5 GRIP SC 0.44 VesijL) td2D 14a/110 WE, 0.t6HQ (t Et-) Ma 1s121,C) Mm Udeg=dRD We)ghC 19016 BRACING TOP CHORD Snealhetl or fi•0.0 on ranter BOT CHORD Ri4id miring directly applied Pu01n spadreg, exmpt end venlgls, tar 10-0.0 m cater bmdng. Q 017 NOTES 1) tow(c a10-5-C 0n en erg. "g�rvAth ,,act d Comrr0wi() Al 63) Napsen follows; Top chards wnnegW wSn 2 rew(s).at 0.9.o nn ccnler. Batlom char!" connected with 1 Wepe snnneged with 1 row(s) nl 0A.0 on cerReL 2j1Thhw has beantleaignadfor the vivid Iasds generated 6y g0 mph w0�da s125ftabove groundlevel; using 5.6 paftcp chard dead lead and 5.0 psf haRom chord dead load, Ed. canLlevers en �e aro fmo on an 0capen�� te�gg�ry� nat0�n ndmed building, of dxnensions45 fl by 24 R1vdh �osrne CASGE 7�3 per lforn chard cad lord, ey on" o wmtl. 0 3) Exnepl mm shown below, spcciel connadion(sj required fo suppod conconbete ad(s). Oaegn of rnrrtiec}jon(s) s delegated (o Ua the pl t grip incdcuignorr� a 1.32 4) PrOv!tle ad dr4lndga b prnvenl walcr pondlnD. 5) T plalea era DPI plelas unl0s; 0lhervriae indnxiled. TFda buss has been designctl faF 5.10.0 par hoHom Chad fivo Ipad nonconcurrcrd vrigt any olhor livo loads per Table No. 16•B, DEGB4. >) Bearing etjoinl(s) 6 ionsidcfa pamgol to grain value using ANSIRPI 1-1dB6 argW to gr.+ln (ennula. BuIL11og detignefshould verify capecdy of he sudacc. O) Pmr,'de mechanical connccGan (Fry 0lhcr) o(tiva- to hearing plate capable of will handing, 1521h upldl3rjoint B and 71 Ih uplift s/ W UI/l!1 joint 5. 9) This buss has heen dswgned to, both UBC54 and ANSLTPI 1.13gS pladng criteria. AnstLu-``may\+1y111µ, Le81'4{i7w,,! 1) Co_CASE(9) y�•_r131ST W 1)COr.rm Lomberincreaae•1,15, Plulelmwsc•t.t$ Q•v' �' urdform lwda (p10 Veit 1 2�-60.0; 23�.6o.a, 3w—W.0, 4-=-60.0. 71�•2o,D, fi.7�M.o, 4-t 2o.o �,'T`' C N0- �e.,�47�. 0s. Concentialed Loan, AM - -125. Plate'Inerea-e=125 2-3=20.0, 3-4=.20.0, 4-5=d0.0, 7-8=40.0, 6-7=-40.0, Vert 4=-40R R=96% 330'.629 ,8241 04-15-98 12:47PM P017 #2n 09/15L98' 13I:36 FAX 330 629. 8241 MI1EIf- YOLINGSTOfYN 444 HALL AND HOUSE f�jO18 'LOAD CAEF(9) 69ondbtd Ex epL• Concanheled Loads (lb) Vert 4=409 3) 1st Wind: Lumter lav�e=7:33, plela lnrraue=1.33 Uarfmm Loads Colt) Ver(: 1.2e-7.3, 2-3024.5. 34a24.5.4-5=14.6. &7=10.0: 4-8=-10.0 Hort: 1.2-2.7, 24-34,6, 3-4-134.6. 4.5-34.0. 1-7--23.3 Dmg: 1.7-0.1 Coro nbeled Loads 0h) Vert: 4-100 4) 2nd Wlnd: Lumber Inaea;eay.33, plate Incr6as,=1.33 Um form Looft (pl) Vert 14=7.3, 2-3=7.3. 14=7.3, 4-�173, 67�-W.O, 4by10.0 Hors 1-2=i7. 2-3--2.7; 3-4 27, 4-:r=27, 1-7-3t.9 Dreg: 1-7=0.2 Car hlrafed Laeda Qb) Ved: 4=126 5) 3rd'Nnd: Lumber lnerwca=193, Plala Inge l,39 Uniform Loads (pU) Vert 1-2=24.6. 23-24-0. 3-4--2454-S=14.6; 6.7�1nP, 4-r,.70.0 Hnm 14=34.6, 2-3=34.8, 3-4=344 4-5--34,0,.1:7-23,3 Crag: 1-7=0.1 Conccnlraled loads Qb) Vert 4=100 No. 50920473 STATE OF R=96% :330 62.9 82,41 04-15-98 12.:47PM P016 tt20 09%15/98 13:98 FA% 330 829'8241 MITER YOUNOTO}PN -... EALL AND HOUSE Truss Truss Type ary wy SOB ROOFTRUSS - 3 Z HOUSE, WESTPuzL , W 46074 4n�2 a My 619a6 ANTek Industrras, Im. hmn Apr q•71 &1J I 115.72 I 14&0� 0.7-1 5-54 544 32L me q.w t2 7rl4 = 9.144 11.7.8 1 1sg.p 6.1d S.a.{ 3d.a Q 015 t.OADING (pa0 SPACING 2-0.0 CBI DEFL Or) (too) Udell TCLL 2C.0 Plates Incress0 '1.16 TC 0.4a PLATES GRIP TGOL 10.0 Ltunberincrease 1.15" BC 0.38 VertN-) -0.12 4-6 >ggg wo 1491110 rLUMBER 0.0 Rap Skws lncr NO WB 0.31 H (TL) -023 49 r741 IO.0 Cede UBCADBO mz(1'L) 0.12 5 n/a (Metrod tsl LC LL Min Well =q8D Weight 211 Be CHORD 2 X 8 SYP.O55 BRACING CHORD 2 X4 5YP Not TOP CHORD Sheathed or fi-0.g on cenicr puffin spaah®,exceptendvedjcals. 2 X4 SPF: Ne,S •Except• BOTCHORD Rigid ceiling direc8yapplied a IU-0-o an Center bracing, 1.7 2 X 4 5YP. NotGE Right:2 X 6 SW DSS TIONS (o.kr>e} 5=f06q/0�-0.7=692/0.3-e Mar HOM 7=558(10ad caso 3) Max Upli85163(load cis® 4), 71265(laad Case 5) FORCES (Ih) - First Load Case Only TOP CHORD 1-2=n92, 2-3=1146, 3.4-.732, 45=-476, 1-7=645 BOT CHORD 6-7=7, 46=763 WEBS 2.6-1402,2.6v988 NOTES 1) 2-PIy teu; to he connected logelherwilh 10d Common(.146-M Nags as fo0ows: Top chords connected with 2 raw(s) at 0.9.0 on center, 6opam chords connected wiDt 1 rOW(S).at 0.9.0 an center. Webs caiipadid wdh 1 mw(a)of D qA on center. 2) Thls buss haS Oeen checked for unhslancad loading condifions. 7) The 11lla5 ha3 been designed for the wind toads generated by 80 mph rinds s125ft above ground fevel, using 5.0 psftop chord dead food and Sp pet fi om chord dead to 100 mi from hurricane ocesnhns, on an occupancy category I, e0ndition I MdOs,ed bUading, of dunensians 45It by 24 Rwith e%posuro to ASCE 7.93 per LIBC,7CBO Send re 4) or cenlgovena eclat, Ih W arc exposed 10 wnd.,If pamha."IV, they are not exposed in wind The lumber DOLinvease is 1.33,' and the plate gripgripIncrease ia.Im i1xdPl u thcwn hNnw, speclal cnnnectlor(gl re(pdred to support concentrated load(s). Design of connec0on(s) Is delegated 10 }hebuil6n9, designer. 5) All plates are 1A20 pietas pr7SS etre,1W.e Ihdicalid. 6) TNe trues hoe bean dW,9nad for A 10.0 PU bo0om chard live load nonconcurreM with any other live leads per Table No. 16B, UBC-94. 7) Bearing gljoinl(.) 5 considers parallel to grain value using ANSUMI 1-1995 angleto gratin formula. 6wld'otg des{rynerahoWd verify IIA' al hearing surface. 6j Provide mechanical 6orincdion jgcorers) m(Iw im joint 7. boaring pWfe capwblc -!withstanding 631b vplifl at jomi 5 and 269 lb 9) This toss ham been designed for both UBC:94 and ANSNIPI 1.1 geS pladng criteria. LOAD CASEIS) Slandnrd ExeepL' 1)Unflpr.t Leads0Gcrease=1.15, Plate locmasc 1.15 Uniform Loads (pip Vert: 1-2=60.0, 23= 60.0, 31--- 60.0. 45=80.0, 6-7=20.0, 4-6=-20.0 Concentrated Loads (Ib) Vert 4=545. 2) UBC: Lwnhcr Increase=.125, Plate Increase=t 25 Uniform Lnnrls (plq Vel-L 1.2=•20.D, 23=20.0, 3-0=20.0, 4-5=-4D.0, 6,7=40.0; 4-0 -40,0 Dmpi 1.7F0.1 iR=96% 330 629 8241 04715-96 12:47PM P015 420 04/15/9813:3W FA% 30 629 8241. MITER YOUNGSTOW aai HALL AND HOUSE 0014 Jet, Truss TWse Typc' Oty Ply J71215 S07 ROOFTRUSS 1 1' Y438336 HALL L HOUSE, WESTFIEID, IN 45074� 4.032 a Mar 61998 Wick Induatriea, Inc- Mon Apr 131353:541998 Page 1 147.9. 11-942 to ao 1-a-9 5.1-4 55.15 3.2,1 1y9= 3 9.W 12 S fi- 5X5= 4 I Ic 7 .. Hall 4x1= 3i= 1.OA 1a9 s14 I SS.17 y{-a Plate Of(sels 4:0-0.0 D-0.1 LOAPING (psP SPACING 24]-0 CSf bEFL (In) One) Uden PLATES GRIP iLLL 20A Places increase, 1-15 TO OAS Verl(LL) .0.12 4-9 eg99 1d2O 1d9/110 TOOL 10.0 Wmbar. Increase 1.15 EC 0.38 Ven(TL) •02S 4.6 >M BCLL 0:0 Rnp Slrnss Inv YES --UBC/IC90 WG 029 Ho-(TL) 0.13 5 n/a BCOL 10.0 Cod9 (Lbbu) Zak LC LL Nyn Uden=480 'WaighL TT lb LUMBER BRACING TOP CHORD 2 X 4'8YP.Nd2'Exnapi- TOP CHORD Sheathed or S-O-O on carter pui9n apaning. except and vertical- 3S 2 X 8 SYP DSS GOT CHORD Rigid calling direly apprmd or 10-M on canter bracing. GOTCHORD 2X-4 SVP. Nc2 WEBS 2X 4 SPF No.3 WEDGE Right: 2 X 6 £YP D££ REACT10Na 0hle¢e) 8=57vo-3 a, 5-574/O-4-g Max Harz 8=1970ond case 4) Max Llplih8=00(ioad rasa S), 5=670aad case 5) FORCES (b) - Mrsl Load Case Only TOP CHORD 1.8=.500, 1-2�458, 2-3=691, 3-4=SB6, 4-5=268 BOT CHORD 7.8=83; 6-7=539, 4-6-497 `WE13S 1.7-946;2-7=549,2-6=37,3-8=180 NOTES iJ'Tlts; truss; has been checlu d for unbdldnced loading candium, .2).Thi:.tnr: hAc been designed for the wind loads generated 0 SO mph winds of 25 It'obovc ground Icvel, using 5.0 psftop chord dead load and 5.0 per bdtffim chord dead load, 100 rrd.from huMcerie Oemnllrre, on an occupancy category I, emdillon I ancloaed pouring, of Gmenslona 45It by 24 it with mryosura GASCE T03 per UBCPGBO If end wrtcai or esnhlevers exist, tliey ere oxposed to Mrid., tf {parches exist, they ere not exposed 1a wand- The lumbar DOL iucreass is 1.33, and the plain grip bicrosuc is 123 .3j Pmwae adequate drainage to pfc9Cnl viorer. pon ding. 4)'AII plafG arc M29 pfalec unless athanylso Indlalted: '.5p This trum'hu'been designed fora 10.0 psf hcnam chard live ladd noncanc mant with any nihw INe lands per Table NA 16-8, UBC•94, Ej'Beadng al joint(s) 5 onnsidern parallel to grain value uain9 AHSVrPI 1-1985 angle to grain formula. Balding designerahoLgd venfy capacity df bearing cudace.. 7) PmHtle mccnaniwml connection (fry olhets) of buss to beating p(lle capable of Wahsinnr4ng 80 Lb uplift at joinL 8 and 67 to upM a[ jointS 8) This buss has been designed far both'UBC-94 and ANSUTP)1-1695plating cMaria. LOAD rrLSEIS) Standard 1`(116c1L LeF�Eyy4r`t'pppz :r ML R=95% 3,30 629 8241 04-.15-98 12:47PM P014 tt2n 6 04/15l98 13:36 ;FAH 9a0 B29 8241 MI-Ta'YOUNGSTOWN 444 HALL -AND HOUSE _ 11013 Truss Truss Type Y &.0 ROOFTRUSS �Y 1 1 Y4Ja30: 3Ad 61-1s 115.12 145-0 a-8-0 2 ``'d 5 15 9.24 exs= em 12 e-9"B 740.15 3-0-0 :LOAOINO (13 SPACING 2-0-0 TCLL 20.0 Pletea lnnease 1,15 TCOL to -a Ilmtherincreeee 1-15. 9CLL 0.0 Rap Shwa trier YES 'BODL ig.0 Cade UBC11CB0 LUMBER TOP CHORD2 X 4 SYP No2'Excepl' 3-5 2 x a SYP O59 DOT Cf1ORC 2X 45YP No3 WEBS 2 X 4 SPF Na.3 WEDG„ Right; 2 X 6 SYP DSS REAG7tONS (IbiSll 8=97410-3.8;5=674A4.0 Max Nam 8-2380eedcese 3) Max UPIIRO= (load case 55), 5-51002d case 5) FORCES (Ib). ""d Lead qse Ohly TOP CHORD 1�8m615, 1.2=-IBt, 23..600, 3.4=-506, 4-5=26a BUT CHORD 7-8=39, (5-7=501, 4-6=495 - WEBS 1-7=566,27--415. 3-6=189 P CSI TO 0.42 BC 0.39 WB 0.26 (Matrix) GEPL (In) Doc) Vdefl Ved(LL) Z-12 4-a 19M Venll -026 4.6 n71 Her4(TL) 0.13 D Na Tat LC LL Nl Vdall 490 PLATES GRIP WO 14WIlo Weight 7B lb BRACING TOP CHORD 9he3thed or 6.6.0 on careerpurlln $peang, except and Yedicals. BOTCHOIM RlgideOHingdre4yopp6ed Or10.0-0encenlcrbmcing, condltlorG. eraled by EO mph Winds e125 ft above ground level, Using 5.0 p4.top chord dead load and 5.0 psf tell dFord dead load. 3+e Dry I, conCVon I enclosed building, ofcananhone 45ft by 24 itwith ona6ur0 C'ASCe 7-93 per.UBUCBO Vend verge has axfsl Ihey area not exposed to wind. The lumber DOL )ncrease L^ 1.33; and the plate grip J.-aose is I rr 4 -4-�_z�u`•-1y11nu wrn 1u,u W9 mpom chord Tine load nonconcell oath any other live leads per 7abb No. 1G6, LA9l fi) Besdn9 BIJ0 01(S) 6 wrtsldew. parallel to groin value using ANSVTP11.1995 angle In gram formula. Building designer should vardy cepecily of hearing aurisce_ 7) Provide mechanical connection (try otherm) 01 U1U= to bearing plate rapaldenf vdthstanding 961h up1111at AhJ 8 and 51 Ih uplift at joint S. a) This truss has been designed for both Ull and ANSYMI 1-1995 plating cntsda: LOAD CA5E(S) Standard C.,`SD,1gtS, Na.,B0920473'1� STATE OF °,111 12-55° -.330 629, 82,4;1 04-15-96 12:47PM P013 #20 OV15L98 13:36 PAX 336 629 8241 MITER YOUNGSTOWN 4-r-4 HALL AND HOUSE Q 012 Job Tru= Tn Typa Cry ph, J71216 SOS ROOF TRUSS 1 1 Y438334 HALL 6 HOUSE, VVESTFIELD, IN 46074 4'.a-32 s War., 61998 MTek lndusldes. n r age .1 03.1 I 7L-d 11.5.12 P 148.0 s11 4-2A 4� 3-24 Ski= 6x8x 2 9LO 12 3 4 7 s s_ 5 2x4II axe= II 03d I 1b7.8 14.&0 t Plate Offset$ (X 4:0.0.0 0.0.1 LOADING (psf) SPACING 2-0-0 C51 ❑EFL (in) (logy) Ildefl PLATES aRlp TOLL 20.0 PlelF. In=ase 1.15 TC 0.47 Ven(LL) -0.10 4-8 ag89 WO 1491110 TCDL 10A Lgmbarincraasa 1.15- BC OA2 VcN(TW '-0.19 4E > 97 It LL 0,0 Rep auaaa lnar YES WB OA9 H-rz TL) u.11 5 No BCOL' tO.O Code USCACSO 1sILCLLMintide0=480 Wefghl:1011h LUMBER BRACING TOP CHORD 2 X 4 SYP Nal-Fimcpt' TOP CHORD Sheathed or 8-0-0 on canter purrm spacing, excapt and vargrals. 2-52 X 8 SYP, DES SOT CHORD Rigid mTmg cflmcUy eppriBd or10A-0 nn cerderbmcing- EDT CHORD 2 X 4 SYP No.2 WEBS 1 Row at midpt 1-8 .WEBS 2X48PF N6.3 WEDGE RighI: 2X 6 SYP OSS RFac11ONS (Ibfabm). 8=57410-24, 5=57410411 Max Hors e=-39800ad rsse 3) Ma3r Uph88=155(losd rase 31 FORCES ah)- First Load Case Only TOP CHORD 1-3-541, 1-2=-208, 2-3••-377.3 4- 758, 45--268 BOT CHORD 74�-8, 5-7=707, 46=705 WEBS 1--sa1,-7°-1n,s.7as-17,��14e NOTES 1),Thin buss has beendcsigncd for._Ihc wind loads generated by 80 mph vdnds at 25 A above ground Iolal„using 5.0 psf tap chord dead load and 5.0 psf bottom chord doad load, 100mifromh6rricaneeiea llhi;cnaeaccupancyiategoryi.condHonIcncloacdbulddng,ofdimerwions45Rby.240v4iheq asvre CASCE 7.9a pa IJOI:AC9OI(end vertical arc rrJevw-miu, they are arpoeedw whuL.l(par Jr� ra1y, Ih me -not erp�ed Io vrind, Thm e lutic[ODL rose e: na L 1.33, and the pLire grip incie is 133 2) Provide adequate drainage to prsvard water pending, 3) All plates afe Nf20 plate& unless ntharvrisa indicated. 4) This muss has been designed fora IU psf bottais chard live load nonconcurrent vith any other rive leads per Tattle No.16-8. UBC-94. 5)Searing at jolnl(s) 5 considam psmilal to grain value using ANSVTPI 1.1995 angle to grain formula. Building designer should vedfy coPac'dy of bearing iodate. 6) Provide mechanical connection (by emars). of lase to hearing plate capable of vdthsumcing 155 lb uplift at)o1n18. 7) This truss has been dosig nod for both UBC-94 and ANSVTH 1-1995 plating aitr7da. LOAD CASE(s) Standard 0011ett614u34, 4go°S e"IYAl A=96% 330 629 8241 04-15-98 12:47PM 1`012 3f20 04/15/9813:96 FAX 330 629 6241 MITER YOUNGSTOWN 414 AAT'.i. AND HOUSE [Moll ROOFTRUSS . 59_4 ti-3.1 � bs-12 14A 1 Ex12= aka II SXB— L_ G-11-e , 11-7-H 14A.d LOADING(psq SPACING 2-0-0 CT TOLL 20.0 Plates Increase 1.15 TO D-87 TCDL in Lumber Increase 1,15 BC 0.07 BOLL 0.0 Rep stress Ina YES WB 0.93 BCDL 10.0 Coda OBC11C90 (maw LUMBER .....--- .. . TOP CHORD 2 X 4 SW No2'Except' 352Xa SYP OSS SOT CHORD 2 X 4 SYP Noe WEBS 2 X 4 SPle No,3 'WEDGE Right 2 X 4 SPF No.3 REACTIONS (Ibfshe) 7=575Po3A, S=STSIO.3-B 1 ax Hoa7=B5(bad case 3) Max Up0117a-101 pond taus 3), S-&Voad caso 3) FORCES (@) . First Load Case Only TOP CHORD 1-7=19R, 1-2=-3M; 2-3=2030. 3-4=1347, 45=—M DOT CHORD E-7=2030,48=1729 WEBS 2-7=1090, 2-6=15, S.6=307 live load 7)Thls it ss has been designed for both UBGe4 and ANSUTPI 1-1995 plating criteria. LOAD CASE(S) Standard 14A-0 OEM pN (lac) VdeO PLATES GRIP Vad(LL) -0.13 4-e >0ag M20. 1491110 Ved(TL) -027 66 >BM Horz('iL) 0.14 5 nha 151L M1nVde0=480 WBGht 6316 BRACING 7OPCHORO Sbealnad or 4O-0on CEnlor prurm sp®ng, mrrYpt Bnd vertiral� BOTCHORD RlgideelGngdlredlyapplled OrlO-0-0ontcnfartracing. WEBS' 1 Row at mdpt 2.7 5.0 osf too chord dead load and I= ther rn2 lauds per Table Na 16-R; LIBC-94. cbneta BuOdngdesignershould%mgFydapacRyufbeadng'eL&Tm. 101 to Uplill atjolnt 7 and 6316 Opltft at or 330 629 8244 04-15-98 12:47P7,1 Poll 920 04/15/98 13.36 'FAI 330 629 8241 MI= YOUNGS1OWN"4�14, HALL AND HOUSE O10 Jab Truss Trews Type Qly Ply J71216 S03 ROOF TRUSS 1 1 V43W= HALL B HOUSE, WE9TFlF1D, W 46074 4.0.32s Mar 61998 MTek lndUstries, Z .Apr t 1 53 1998 age . 4-5-4 8.7.1. 1121 4-54 - d14Z 2-1 o-11 12d 2x5 tl 314= wile 1 R 3 9.00 La 4 c s 6xs= Bx7=4_ 5 14aa E-7-1 947 9A.8 Plate Offsets Yl 4:0-M 0-1- - LOADING (pal) SPACING 2-U Csl ➢EFL (in) tine) Udell PLATES GRIP TCLL 20.0 plates Increase 1,15 TC 0.63 '0.52 Vcd(LL) -0.10 6-7 >999 WO 141410 TCDL ICA Wmbarincrerse 1.15 BC Ved((L) -021 6.7 a825 BCLL 0.0 Rap Stram iner YRs Wa 0A2 Horz(TL) 0.10 5 Ilia SCDL 10.0 Code 'UBCjC6O (Main&) 1:l Lc LL un Uda8=480 Wcighl; TJ lb LUMBER BRACING TOP CHORD 2 X 4 SYR No2-Fxcopi- TOP CHORD Sheathed or 8-0-0 on center udlns p pacing, ®mapbend verOcals. 3-52X69YP 0.S9 BOT CHoFirJ Rigid ccrTing duedlyapp�iBd orl0.0-o on curler hraoing. 60T GHORD 2X45YP Not WEBS 2X4SPFNo.3 WEDGE Right: 2 X 69YP D59 REACTIONS (151a¢e) 7=575/0-3-8, 9�87&4.30, NW Her 7=197(load case 3) Max UplIR7=-1090ced case9), 5=56(lcad ilea 3) FORCES (Ib) -Fret Lead Case Orgy TOP CHORD 1-7=129, 1-2=57, 2-3=784, 3.4=.633, 45=299 SOT CHORD 6-7=584,4-5—T7 WEE55 2-7=941,2-6=245.3-6=6B NOTES 1)7his UU= has been dethmod for the Mod leads generated by W mph wind, a125 n above ground level; using 5.0 par top chord dead lead and 5-0 pay bottom chord dead load, 100 mi from hurricane omanline, on an occupancy category I, mnmtlan I enclosed building, of dimensions 45 R by 24 it with exposure C ASCE 7-33 per UBCJICBO U end verlct of cantilevers ezl5t;they are ezpoer d to vend If pciclim exist; lheyare nor "pwcd to wind. The lumbar DOL increase is 1.33, and the plate grip increase is 1.33 2) Prerde adequate"dr4lnage to,prewril Nader pondng. 3) All plates are N D plales unless otherwise indicated. 4) This otim has been designed for a 10.0 ps(borom chord litre lead nonaoncurrent Wilt any olhar live loads par Table Kin. 16r8, UBC-94. 5) Bearing atloinf(c) 5 consider, parallel to grain value [ring ANSUTPI 1-1095 angle to grain formula Building designershould verify capacity of bearing surface. 5) Prcvida mealanimi connecbon,(by olbers) of buss to bearing plate capable nfwiihslonding 109 lb uplift al joint 7 and 56 )b uplift at IIoini 5, 7)'Ihis uuns has been designed fof bath U50-94 and ANSVTPI 1.190 plating crkeda. L0A➢CASE(S) Standard "l1�Lt➢IpEELiCO/lad/ rea 4:' NC: Ed92O473 :� '$ - ;9 - STATE OF tom= �•d Y• �VA tp'fill 1110%a P.=95% -330 629 8.24.7, 04-15-98 12:47PM- 1`010 1$20 04/15/98 13:'38 M 330 .829 82'41, HITEK YOUNGSTOWN -. 4 HALL AND HOUSE 9009 Job Trots Tnrsa Type City Pty. J71216 S02A ROOF TRUSS 1 1 Y43B331 HALL b HOUSE, WESTPIELD. IN 45074 4.0J2sMar 61abS eklndu&bia%Ine. Mo4Apf 1313$3291998 Paget I 5.11-1_-._ I 11-S-11 14.&0 5-11-1 1 54-11 3.1-4 56 = Ddl t 2 9.00 12 3 5 9xs= 2t4 3x6= 4 S1 U1 „7 td$a 1 5-11-1 U-7 Sag Plata Offsets fX2:0-",0-0-151 LOADING (psf) SPACING 2-0-0 Cal DEFL (in) (oc) Wall PLATES GRIP TCLL 20.0 Plates Invease 1.15 TC 0 55 Ver(LL) •0.13 34 �999 IA20 1421110 TCDL 10,0 Lumber Increase 1',1S BC 0.37 Vad(TL) -027 33 >640 BCLL 00 Rep Stress Ines YES . WB 0.27 Horz{TL) 0.13 4 Is BCDL 10.0 Coax: UBCACBO (MatriA tst LC LL Min Won a 460 WeighL811h LUMBER BRAFING TOPO4ORn 2X45YPMo2'FmspI- TOPCHORD Shoathador B-Moncenterpuriinspacing, exeeplendvarima[a. 242X8SYPOSS BOTCHORD Rigid cei6r®diraclly applied ar SOTCHORD2 X 4 SYP Not WEBS 2 X 4 SPF No.3 WEDGE Right 2 X 6 GYP CSS REACTIONS (Iti/siza) 8=57410-34i, 4=5741040 Max Holz 5=497(Icad case 3) Max Upllh5e-127(load'00563). 4=18(Icad ease 3) FORCES 0h) . First Lead Case Only TOP CHORD 1-6=-629, 1-2=478. 2„3=570, 3,4=268 EOT CHORD 5-8,20,3-5=481 WEBS 1-5=606.2-5=23T NOTES 1)7tire truss has. been designed for 0ae wind leads generated by W mph winds at 25 8 above ground level, us!ng 5.0 psf top chord dead load and 5.0 psf baMom chord dead load, 100 mi From hurricane ocaen5ne, on an accapancy category 1, eandillon l enclosed building, of d nonsions 4511 by24It with exposure C ASCE 7-93 per UBCACBO If and vartical ar cantilevers ".t fhoy arc oxp..d In v nd- if tmmhas ed3l, they are not exposed to wind. Tha lumber DOL Incmase, 13 1.3J, and the pride grip Increase Is 1.33 '2) Pmrido''adequate diainegc to prevent walar p0ndfng. '3)'All plaice are MZO plates unla. a ath wnss Indlcated. 4) This truss has boon designed for a'.10.O.pst baHam chord live load nenconcurronl with any other live loads per Table No. 16-B, UBC-94. 9) 8oaring gtjdiot(s) 4 mnsldcra pomllcl to grain value using ANSUTPI 1-IRN angle to grain formula. Budding deBgnereheuld verily oap=lry of bearing surface, 6) Pmvlde m=h..ical mnnection (by others) of buss to bearing plate capable of withstanding 127 to up6h atjolnt band 1B Ib upLdt at joint 4. 7) This anus has been daslgned for both UBC-94 and ANSUTPI 1-1395 pla ding criteria. LOAD CASE(5). Standard _\Gtio,11a1141114, 67 V. �BIY92Q4�%9 _ Z� 4 NYO_ S-3)".` S-+TTATE ®F ��^ R=95% 3.30 629 8241- 04-15-98 12:47PM P009 #20 04'IV98 43:0 FAX 830'829 8241 MITEK`YOUNGSTOWN 444 RAT.T' ANp.HOUSE Truss Truss Typc Qy Ply S02 ROOFTRUSS 7 1 HgUSE, WcsTFIELD, W g607d 4.0.32 s War a 1996 MtTeN Intlusbiea; Inc. Mon Apr' s.n.i Nd-12 $11-7 S6.11 9.2:1 5x5= 6x6-t 5�11-t SB7 -1 3-08 LOADING 'pas, SPACWG 2-0-0 TCLL 2O pintas lnereaee 1.45 TCDL 10.0 Lumber Increase 1.15 BeLL O.O Rep Stress lncr YES BCDL 10.0 Code ukr' I '60 LUMBER TOPCHORD 2X4SYPNo2'Except- 24 2 X 8 SYP DSS HOT CHORD 2X45YP No.2 WENS 2X'4 SPF No.3 WEDGE Rt9hr: 2 X 65YP DSS REACTIONS (INstre) .6=575/0.3-8, 4=575/Oaa Max Mom 6=2980oad cave 3) MaX Up11115=-12700ad case 3).4=18(load case 3) FORCES pb) - First Load Casc Only TOP C140M 1-6=530, 1-2=480.2-3=5i1, 3-4=269 HOT CHORD 5$-20.3-5=482 WGHS 1-5=508, 2.5=-236 r Cst TO 0.65 at;0.3T W6 0.27 Nata) DEFL On) (Ire) Udell. Ved(LL) -0.13 3.5 �99g Vad(71) -027 3.6 ae'33 HOMI L) 0.14 4 rya 1s(LCLLWnI1den=480 PLAISS GRIP AVA 149l110 Weight 81 lb BRACING TOP CHORD Sheathed or 6A.0 an center purlin sparing, accept and vaAbosts. BOTCHORD Rigid nTz ing direcly'opplied or 10.0-0 on cenlcr bracing. winds al 25 8 above ground vcl, Using 5.0 ps( top chMU1 dcad load and 5.0 Pat bottom chord dead n I enclosed balding; of dimensions 45ft Sy 24 fl tvidi exposure CASCe 7-93 par UHClIC8Q ff aM rwt wryosed to wind. The lumber. DOL increase Is 1.33, and the plate gdp Increase is 12a r I'll. L. ,.., nss oeen deargned fora 10.0 pstbnllom chord fiveload noncwncurrevi Nth any other live iced, pel1ible No. 1643, UBC-94. 5) Baarui9 at loin!(&) 4 considers parallel to grain volue UWAD AN5UTPI 1-1995 angle to grain fomole..Building designer should verify capacdypfbearing surface. 6) Provide mechanical connection (by others) of truss to bean0g plate joint 4. capihld of wiNixanding 1271b upidl at joint band 181b upliO at 7) This truss has becn U=Igncd for both UHG84 and AMSUTPI I-1995 pl38rig criteria. LOAD CASE(s) Standam 4�� .. - J •r�"167FyFp'- EL -NO. 6092WI3 STARE OF U 008 R=95/ 330 629 8241 04-15-98 12:47PM P008 #20 0VAP"98 197:'38 FAX a30 629 8241 MITEK YOUNGSTO{YN- -J44 _ HALL, AND HOUSE 11007 `unit Truss Trus&'-rpL• QN Ply J71218 801 ROOF TRUSS 4 t Y439329 HALL A HOUSE, W ESTREM. W 4EU74 4A32 s Mer g 19$e MTek4idualdg Ina Ap r pr 13 13,53:19 I999 Page 1 7 F1 r 2 o 0.7-1 4 54,n J.2d 4x9� 7xl4 M20H= 9.W 72 2 N76 4 4A= 5 r, e.ts 11.7.8 ta4ta PL+te D5501a t h2-t2 0.2-1 2:a3.13 cd e Sr}/ LOADING (psn TOLL 20.0 SPACING 2$0 Plates Increase 1.15 CSI DEPL (lot) Won. PLATES 13i14 TCDL 10.0 Lumberincraass 1.15 HC 0334 VerJ(LL) Al 4-s ses 4-6 M29 i4g/iyo BOLL 0A BCDL 10D Rep Stress Incr YES Code Wit am „art(ft) -024 -024 >7?B orz(11-) 0.12 5 nha hi20H 112182 UBGICHO (��) 1d LC LLh4n Vda6=480 Weight 112@ LUNMER TOP CHORD 2 X 8 SYP DSS BRACING 50T CHORD 2X 45YP Not TOPCHORD Shealhcd br 6-O.O On ccnlerpurgn spacings alxapl end verScaLs. HDT CHORC W®5 2 X 4 SPF N0.3'Fscap{• Rigid eeping iGreMlynppficd m 10-0-0 w oeniarbmcing- 1-72 X 5 SYP D55 WEBS 1 Rawal midp! 1-7 WEDGE Right: 2 X 4 SPF No REACTIONS 0blsi2e). 5e571)0.4-0, 7=571/Q3.6 Max Hor27-5570oad case 3) Mali UpIM7-2490oad case 5) FORCES Q1) - Fln•y Load Case Dnly TOP CHORD 1.2a J25; 2.3a•918; a-4=-rz5, 4 - 287, 1-7,516 BOTCHORO 6-7-19,4-8o93s WEBS 2-6=963, 3-6=SE2 NOTES 1) This truss has been checked forarbahmced IQading conditions.. '2) This truss has been designed forthe Wind loa-a generated by 80 mph winds at 25 B shwa ground IcveL using 5.0 Par lap chord dead load and 50 psf baboon chord dead load,, 1aD ml from hurricane ocesnrne, on aft Om pancy category I, conddion I'enslnsed buiWing, of dimensions 45 6 by 24 R Wit, exposure C A.SCE 7-B3 psi UBGCHOIF end VeNcai or caNlevery sitst they are eryoyed ic.wind. !! pomhec asicl, they vo not exposed to wind. TAa lumlwr DOL inuroew is j.33, Arid ttw plate grip broreeee C t33 3) All play are M20 plates uNess othemise Indicalnd, 4) This bbss has beendasiondd for a dO.o psf bottom thud live load nonooneurron! Be3909 al 19in((S) 5 Considers p9falldl to grain vaire using ANSVrPI t-t995 vMh any other live loads per Table No. 16-B, DOC.9d, Wcdy of Seering surface. an91r, la gytdn formula. HwWing designershoWd verify 6) Pmv"6mach3giglL nneclion(byolllum)a!busstobearingptatacapablecdwuhslancing2491bupliftaljoint7. 7) This truss has been designed for both UBC-94 AMYrIal and I-1995 plelmg critane. LOAD CASE(S) 513ndard ``\`\`1uN1lugJ9Jier 609^�Sc 473't'� x 730 : STJ4TE Op ° � ll-•INtIIIII\Pt (/lam F.=,9 330 6.29 824.1 04-15-98 1.2:47PM P007 #20 04/15/98 13:36 FAX 330 629 8241 MITEK YOUNGSTOWN 444 HALL AND HOUSE Q006 Jab Truss Truss Type J71216 PBHIP03 MONO PIGGYBACK :7= Y496926 HALI.B HOUSE, WESTF ,IN 46074 4.0a2 s Mar 61998 MTok lndustrim,lno, Nbn Apr1313:57:141S1ia Page taz7 I mz-T Apply pur(tna as spgdHed on base truss drawing. Purlin Bpdcing not to ercoeed- s a +.Sx4 u 2 xd U 9.00 +2 0 1.5x4 11 3 1 ro ,t mod= 1.5id 1 4d 11 15vd 1.5%b= p-1-1 . IC-2-7 0.7.13 gala Plate 06sels 5:D-2-80.2-4 LEAPING (pso SPAEING 2-0-0 C51 b"L (In) Qac) Udeg PLATES ORP TOLL 20.0 Plates lrw: — 1.15 TO 0.16 Ven(LL) rwa - Na M20 1491110 TCCL 10.0 Lumbef Increarm 1.15 0O 0.13 Ved(TL) 0.00 2 >089 BCLL 0.0 Rep Stress Incr YES WE) 0.ov Harzol.) 0.00 Ne RCCL 10.0 Code UBCACSO marix) 1st LC LL Min gdan=480 Weight52lb LUMBER. ORACINO TOP CHORD 2X 4 SYP Not TOP CHORD Sheathed or 6Ad an comer pudln spacing, eisapt and vsdicals. 'DOT CHORD 2 X 4 SYP No-2 ROT CHORD Rigid curling directly app6ad or S.M on Center bracing. WEBS 2 X 4 SYP Na1'Eumepr' 5-8 2 X 4 SPF No-3 OTHERS 2 X 4 SPF No.3 REPATIONS QbysizeJ 17=89f9-d70, 2-3719E-70, a=273/9-6q 0, 10=2PN6.10; 6=10779•fi-10 Max Horz11=274(load case 3), 2=266(Ioed care 5},.8=342(Imd ease 3) hdax Up5ft---94gaad csss 3). 9=1210oad n,a 5), 10a-144oad case 4), ft-48(load Gyve 4) Max GravZ-2g25oad case 4), 5=2730oad case 1), 10Q74(laed case 1), 8=107(load case 1) FORCES ab) - First Load Case Only TOP CHORD 1.2s15, 2.3=64, 3-0a65, d5�•S, 7-77�4, S7-�'2i , 5-6=3 DOT OHCRO 2.10=0, 9.IM. 8-9--0. 7.8=-9 WEBS 4-9=203,3-10=214, 5-B=82 NOlE3 1)'Thle M, has been designed forthe wind loads gmeraled by 80 mph winds at 25 Rabcva ground level, using 5.0 psi top chard dead load and SA psf bo110m chord dead load, _ 100 mi from hurricane aceanfine, on an occupancy category I: condition I enclosed hu0ding, of dimensions 45 B by 24 R wlh &Vouvte C ASCE 7-93 per 11BCACBO If end'verucyak or cantilevers sest'they are exposed to wind. ff porches exist they an; nod cxpwodl to wind- The lumber OOL increase is 1.33, and the pieta yap increass is 1.33 '2) Nan Starched baaring condNon.. RaAsw required. ,3) Pmvidc aduqualu draina90 to proverdvater pending. A) All playas are PA29 phates Unless Otherwise indicated. 5) Gable studs Spaced a1'4 0.0 an center. 6) Foi studs axposvd to wind, see MTak "Smndard Gable End Detail" 7)-Thls lr s has been designed fora 10.0 nar hotlom chord five load nanccncun m wdh any olher Eve loads perTahla No. 16-9. UBC•94, 8) Oap helveen inside or top Ghost hearing and 0rst ding fMl or vnrlic l Web shall nol exceed 0.500ia 995 ue using Booing at jolm(s) 11 considers parallel [a f uld 9) verify capacitynr i L�F r 91vigTdandin i211h rfri al connecface.10) tion others)of birssm bearing able of uafiR al �d�,�1+�trtltt/l/fty/ra�d tl m ad 1h uplift at lo�M 2, (try 9 P P 9 P P , Ih 1n dig rb a V eLSF •• jaml9, 142 opted al joint end uplift atjom18. •., U beeadesigned j �;P�G.nnrw�.�•.-i" 11}Thisyussturs for both UOC•94 antl'AN&l/ipl 1•1995 plating crherla. � LOAD c 59(8)-Slandafd ' Q�:• P:D. E092QQ73 ; , $ z i STATE OF: rm)fNA111", R = 9 5 % 3.30 529 ,824T 04-15-98 12:47FM P006 #20 04/15/K 13 36 FAX 830 629 8241 MITEK, YOUNGSTOWN 444HALL AND HOUSE a005 Job Truce. Truss Type sly Py J71296 pBWP02 MONO PIGGYBACK 2 1 Y438327 HALL 1, HOUSE, WESTFIDLD, IN 45074 4.032 a On 6106 Wfek Industries, Inc. Mon Apr 13 13--taoa 1998 'page 62- 10-2.7 Apply PUrlinS2s specified on base truss drawing. Purlin 1.5v4II` spacing nor to exceed1-1 d 5 6 ).5xa n 9M12 Im a Li W 1,S.d— 1d n 2Y4= 1.Sx4 II 'tsd II 1.6x411 0-7-13 . F7-13 Plare Offsets : 4:0-M, 7.4 LOADING Cusf) SPACING 2-0-0 ISI. DEL (in) one) gdaq 17-ATE3 GRIP TOLL 20.0 Plates Inclgasa 1.15 TC 0,13 Vld(LL) n1a - Na M20 14SMIC TOOL 10.0 Lumber In 1.15 BC 408 VcH(fl.) 0.00 2 >999 BCLL DO Rep Stress Incf YES' WB dOG Haa(TL) 0-OO nFa BCOL 10.0 Code UDCACBO C,As1rIY)) 1st LC !LMin I1da0=4B0 Welghe 451h LUMBER BRACING TOP CHORD 2 X 4 SYP Na-2 TOP cHORD Shcalhsd or 4-0-0 an ocniter pudin sWgng, e=pl gird vcrliculs. DOT CHORD 2X45YP No2 BOTCHORD ftfgid ceiling ditaolly applfetl of 6-0-0 on banter hndng, WE&5 YXd SYPNo2^Exrzpl• 4-e 2X 4SPF No.3 OTHERS 2 X 4 SPF No.3 REACTIONS(Itilsim) 11=159/0R70, 2aT7145.10,8�24A3.0-10, 1[k21219-StO, f)=11a'9.S10 Max Harz 11=958oad iasa 2); 2-l75Qoed case 5); 8=128Caad case 3). �5(load case 5) Max Uplin2---54(load rasa 3), 10=1078pad gasp 4); B=7168oad gasp 5) Max DraVY-I12(IOad cadc 4), 8-L24(losd man 1), 10-212(lead case 1), 5e1100oad case 1) FORCES (Ih) - First Load Case Only TOP CHORD 1-2=15, 2 3=14, 3-4=29, 7.112.151, 6-7=111.4-5=19, &S-19 BOT CHORD 2-10=0, 9-10=0, 6-9=0; Mm2i WEBS 5-8=175, 3-10=159, 4-9=16 NOTES 1) This. buss has hem designed for the wind leads gcnaretad by e0 mph winda at 25 B 3heve q,o„nd Iwol, using 5.0 psi lop ,i,.rd dead load and eD psf honour chord dead bad, too rni from hurricane Mcanlim, on an occupancy category I, condition I enclosed building; of dimeWohs 45 it by24 ftwith espostlre CASCE 7-93 per USCACBOIf end vertianls ar 13nIgEVPr9 EY{.il they fde iocpw, d tp rRld If porches edz1, ll q am not exposed to wind. Tine lumber DOL. Increase Is 1.33, and the plate grlp lncre Is 1.33 ;2) .Non Standard hearing condNon.'Reviewrcquirad 3)Proridc adequate drainage td prererLL vgier Pending. 4)'All plate arc M20 plaUs bnlow oth rima indicated. 5) Gable stud%epa ced al 4•&0 on Cen ter. Bj Farshrds- ezpaaad to wind. see MlTek "Standard Gable End OelaiP 7) This truss has hem designed fare 10,D Gal bottom chord two load nenconcurrent wish any oiha five loads perTable No. 16.a, UBO-94. 0) Gap belveen inside of lap chord hearing and fir=1'dlagmad ar vertical l+sh shell nal exceed O.SOOin,. 9)Bsannga1louit(s) 11:'considers palld In grain valiiu using ANSFrFP11-1995 angls to grain formula. Building degigner should +t1e111/flrP logJ4 verify Mpaaty of hearing surface. +U14 Le lew, 10) Pravda macfrmfcal connection (by others) of tires to houring plate oa"Mo orwHhstanding 54 in uplift aijbinr2, 107. lb upOrt at �4• s� joint 10 1151b up1iR at 9- and joint 11) Tn's IMSS nag been designed rbf both UBG94 and'Ab18uTP11-1gg5 placing criteria. "�V _dG)�p ,p •..'� y LOAD CASE(3) Standard � 4 � � � ,•� • ' sro9p=. STATE OF �= .4a 1/'ff.^riXJ '2yrnNA�1a+.++ R=-y5% 1 330, 629 8241 04-15-.98 12:47PM P005 #20 04/15/98. 13:36 FAI 330'629 8241 MITER YOUNGSTOWN 444 ffik . AND HOUSE Q 004 Job TNSs Truss Typo N J71216 PSHP01 MONO PIGGYBACK 2 1 Y43e32a, MALL 6 HOUSE, WESTFIELD, IN 46074 4.0929 119allWTek lndaW=. Ino.Mon Apr 1313M:MI98B page 0-2-7 162-7 .Apply purfins as specified on 44= bean truss drawing. Purim spacing not to axcned 1.5W 3 4 5 0.00 12 a Ir 9 24= t.5x411 1.BW 1.6xA= 10.2-7 0.7,12 961a Plate Oftsots d1-2.80.2,4 LOADING (pa) SPACING 2-&a call DEFL (n) (Roc) VdGa PLATES GRIP TCLL 20.0 Plales Incfeaso 1.15 TO D.19 Vart(LL) Na rile FMO 149/110 TOOL 10.0 Lumber lnam-e 1.15 BC 0.09 Vort(TL) 0.00 1 eBBB Bat Ott Rap Sbaas Inca YES we 0.05 Ho.(TL) 0.00 n/e BCDL 10.0 Code UBCIICBO (Matrix) 1st LC LLMm Udell = 489 Weight. 35 lb WMER A ACING TOP CHORD I X 4 SYP Not TOP CHORD 6hcaihed or U." on cooler pur8n ape. -mg, mmept end vadica6. BOT CHORD 2 X 4 SYP Not BOT CHORD Rigid telling directly applied or 6-0-0 an cerderbracptg. WEBS 2 X 4 VP No,2 -Except' 342 X 4 EPP No-3 OTHERS 2 X 4 SPF Na-2 REACTIONS 01rfaae)_9=74919-6.10, 2=13M3&10, 7=313/9$10, t1=178f9-0-10 Max Ha29=7e(laad oaso 2), 2--67goed oxen J). 7=68goed case 4). 8=11goad cssa 1) Max Upl uh9 27(load case 4), Y 2G(lead can n), 7=63(lociii case J); 6=-b4goad case 4) FORCES (Ih) - Frsl Load Case Only TOP CHORD 7-2=15, 2-3= 09, 69=149, 5-8=109, 3+I- 7.4-5=41B 90T OHORD Z-ee0, 7-e=0, U-7-72 WEBS 4.7,239,3.8=.T23 NOTES 1) Thla ta>ee has been. designed forthogwlnd loads generated by 80 mph winds at 25 Rebore ground level, using 5.0 psf top chord dead bad and 5.0 psfbettem chord dread Iead, 1 Ott ml (ram hurriniie ecennune on an oCzupancy category I, condition 1 enclosed budding, of donenaiarm 45 it by 24It with exposure CASCE 7-03 Per U6GIC50 [fend vedlbal Of CdtallCVara 4xL'x, shay are exposed le Wind.. Vperohme; must, [hay are hot exposed to wand- The lumber DOL increase is.133, and the plate grip increase a 1.33 - 2), Nan Standard bearing condlllon..Revim roquirl d- 3) Fmride adequate drainage to prevent water ponding. 4) All plsleiare M20 plates"onto= otherwise indicated. 5) Gable studs spaced at 4-0-9 on terrier. For studs exposed to vvind; sue MTok'Slandard Stable End Oelall° This trul-o has; been'd*oIgtled for a 10.n.per bottom chard two land nonruncurrent with any other live loads per Table No" 16-9, U9C-94 8) Gap behrreen insida of top chord hearing and first diagonal or vertical web shall not exceed.0,5DD[n. 9)'Beanng at joint(s) 9 consider parallel to gran value using ANSVTPI 1-1995 angle to Brain formuls- Building designer should verify n{gdty of beadnq aJdaC9. 11111L1144 10)joinProvide, bearing m upin g, S31b upLft atjoud 7aand 6@tuplift stjoirdl et6 pule apantc etwithstand'v,g.17 at lotnl Za lb Oplln at Vsi� . "7 11) This trues has been designed for bath UBC-94 and ANSVTPI 1.1995 plating criteria. ..... LOAD CASE(a) Slanaard &Q92@473 iZ ' SF W ..fps. - .. �F NA�Eya`°�� R=g 5X 330 ,629.18241 04-1.5-98 12:47PM Pnn4 #20 09/15/9819.:'38 PAX 330 629 824Y MITER YOUNGSTOWN'444 'HALL AND HOUSE UOOa Job Tnea Tr=Type Qtv Ply J71210 3 ROOF TRUSS 1 1 Y43832S HALL B HOUSE, INESTFIPIO, IN geo74 4.0-32 s hhtr 51998 MTck lid , Mon Apr 19 13M 519 as ge 7-&Q lac 1= 12 Beveled surface required to provide full bearing sufface. with truss chord. �1 4YA 4 2� 11 4x4: 7-6-2 zsx Plnle.Ohtett 1;0.1.11 0.1.11 LOADING (p d) SPACING 2-00 CSI DEFL (In) '([W) Vdcn PLATES CRIP TCU- 20.0 -TCDL Plates Increase 1.15 TO 0.80 Vee(LL) -0.05 J� >93a M20 1041162 10.0 Lumborincrease 1.15 Ec DA3 VBd(FL) -0.10 1„3 a884 BCLL 0.0 Rap Sires lncr 'YES WB 0.00 Ho2(TL) -0.00 2 Na BCDL Jon Coda U5c11P60 IMetrix) 1st LC LL MIn tldeO.480 W0®ht 33lb LUMBER BRACING TOP CHORD 2 X 4 SYP Not TOP CHORD Shealhed or 6.0-0 on renter purfin spacing_ .SOT CHORD 2 X 4 SYP Not BOT CHORD Rlgld aadlny dlreetly appUtd or 6-0-0 on order bracing. SLIDER Left 2 X 6 SYP DSS 5.0.1 WCTIO14S Qb/aiza) 1=295103-8,2=22V0.3.8, 3a741a-0.5 Max Hom 1=268(lood now 3) Max Upfdl2=-231 Goad case 3) Max Grav3=1470Gad case 2) FORCES Ob)- Frsl Load Casa Only TOP CHORD 1.2=123 SOT CHORD 1-4-0, zA-0 NOTES 1) This vuss hot been designed for the wind Imd; gcnomted by 60 mph winds at 25 a above gmund level, using 5,0 psf tap chard dead bad and 5D put bottom chord dead load, 100 ml from hurricane oceanfna, on an occupancy an Inguy I, cendilicn I enclosed building. of datenaiona 45 ft by 24 ft with axpasum CASCE 753 Per URrACSO If end vorgeak or canl3wers exist, the/ aro exposed to wind. lfporchae,andat, they are net exposed to wind. The lumber DOL inercese R 1.33, and Una plate grip increase Is 1,3a .2)All.phles afe M20p1_if0s 4k1�:. olhetti5sc indicated. 3)+This truss has been designed. fora 10.opsf bottom chord five load nonconcumintveth any other Dye Idade Der T-ahk No. :16.8, UBC-04, 4) Prorhde machsnic*d connection (by others) of tic: to bearing plain capable of w ith rianding 231 to upLR at joint 2, 5) This Imes bac been desiprmd for both UBC-94 and.ANSV-M 1-199$ plating crilena LOAD G iSE(s) SlandardLOAN ' ,t1plt W 0ldpy/l 14", OS nQ cc No.60920473' z w 9': STATE DF .- Elul D tee a '' / �,.. 4' �� 4nmun, E=96% 1 ;3p 629. 824.1 04-15-98 12:47PM P003 420 04%15/98 13:36 FAX'.a30,629 8241 MITEi{ YOUNGSTOWN HALL AND HOUSE C¢�002 6 6-m 1 1.411 tea= LOADING (poo SPACING 2.0�u CSI OEFL (in) (Inc) Well PLATES GRIP TCLL 20.0 Plates lnccasc 1.15 TC DAB Ven(1/{1,) .0.06 3-4 -999 MPO 1451110 TcQL 1d0 Lam her lncrasse 1.15 BC C.31 Valf(fL) -0.12 3-4 -566 BCLL CA Rep Stress [nor YES WE[ us Hurz(TL) -0.00 2 rds BCOL 1a,0 Code uBCJICBC (r"w"41 lMLCLLMin Vdef1=480 Weight-,28 lb LUMBER @RACING TOP CHORD 2 X 4 SYP Na.2 TQP rmQRD Shaalhcd. BOT CHORD 2 X 4 SYP Not 6PT 1;310RD Rigid coifing directly applied w 6-0-0 an tender braiding. WEBS 2 X 4 SYP No.2'Excopt` 1.3 2 X 4 SPF No.3 REACTIONS (Ihis¢a) 2=171/03A, 4=230/0�-8, 3=5SM-3-6 Ma% Hdri 4=1210aad case 3) Nw UPIR2a-125po-ad case 3) Max amn--1170md mse 2) FORCES 0b)-Fast Load Case Only TOP CHORD 1-2=8Z,1-0=171 BOT CHORD 3-4--0 WEBS 1-3=0 NOTES 1) This truss has been designed for the wind toads generated by 80 mph vrinds at 25 fi about ground Iwol, Using 5.0 paf top chord dead load and 5.0 psf bottom chord dead Imd, 100 mi from hufrlaane ee�anlina, on Sn ocwpancy category I, ednddion I enclosed bulding, df dimvii +Qr 348 8 by Z4 0 With exposure C A5CE 7.93 per lIB(J=1f end'eraeal ar cantdovors "Idol, dley are expand to Wind..9 porches anal, they ena not exposed to wind. The IUrnber pOL Increase is 133, and the plate grip increase is 1.33 '2) Allylalhs are M20 plales gBf"— whemisa Indmeled. 3) This truss ha3 been designed for a 10,0 Psf baf(am chord frve load noncanc�ntwith city other Five land" wf Table No, IBA, UDO-94. 4)Provide meehmnal connection 111yatherv`) 011TI to bowing plafa capable of withstanding 126 It Uplift atjaim 2. 6) This hues has been daaigned for both LBC•94 and ANSVTPI 1-1595 plating crilcria. LOAn CA9E(31 Standard R=95% '30,'529 824,1 04-15-98 12:47PM P002 ti20 OVW98 13r36 FAX 330' 629 8241 MITER'YOUNGSTOWN'444 HALL AND HOUSE 0001 1,171210 11 TRUSS 1 11 40.a 9.7' I 4$-9 4-01-1 2X411 5 3x4// 2X411 U4� 4$-9 tW d-4.9 4-11-1 64-19 plate Qq5ers j&yl: LUADING((p.,t) SPACING 2-0-0 CSI BEFL (0) 600) Ildo PLATES GRIP TCLL ?A,0 Plates Inwaass 1.15 TO 0.99 veet u) -0.01 1-7 >999 M20 1491110 TCDL 10.0 Lurnber Irto aa9 MS L_ 0C 0.21 VW4TL) -0.03 1.7 �9a9 EC-1- 0.0 Rap Stress Inm YES WB 0.20 Hwz(R) 0.00 fi nis BCDL 10.0 Code L'BGI000 1st LC LL a6n Vdaa = 487 Weight 66 Ib LUMBER BRACING .TOP CHORD 2 X 4 SYP No2 TOP CHORD Sheathed or 6-0-0 on center pwin spacing, except end verdrals HOTCHORD 2X 4 SYP Not 80T CHORD FGdd cs8ing directly applied or1DO-0 rn center braang. '4EES 2X4SPFN0.3'Except' WEBS 2Roo at 113 pts 4.6 4-0 2X 4 SYP N0.2 .SLIDER Left z X4 SPF No.$3-2-12 REACTIONS (lb/s¢e) i=234i0-3A, 6!!a4J(J-.1d Mali tjca iy545(Ioad case 31 Max L pWH— 790Oad case 3), 6=313(load case 6) Max Gravl=281(Ioad =se 21 6=433(laatl case 3) FORCES j(II�b - First Load Case Only TOP CHOR� 1.2=•191. 2-3--191, 3-b, 4-6=156 SCTCHORD 1.7=.129.6-7=129 WEnS 3-7-94,3E=191 5) ThIs truly has been des, LOAD MF(SI 'Standard at25 R above (pound lawL using 5-0psf top Chard dead load and 5.o psi bottom Chord dead load, lot d bunting, tf dimensbne 45 R by 24It 1nN oax%ppDs9ure C ASCE 7-03 per UBCACBO If end verfigdg or losedrovAnd. Thelmiber DOL Acreasela 1,33, aid the plate"inoeaseis 1.33 mentwith any other live loads per Tattle No. 16-B, LISC-94. crvnlhsfandng 7a Ib Vp0tl atjdnt 1 and 313 m upli8 atjaint 8. rrileda STATE OF .: R=95Y 330 629. 8241 04-15-98 12:44PM P001 ft20 04/15/9S. 13.:48. PAX 330 629 8241 M'TEK IOUNGSTOWN 444 HALL AND -HOUSE , 039 TRusa 11 12 ' Y438358 .L�AO CA5R5J '5) 3rd Wind: L4m6af lncreu�1,35, PFate mares ,M Undorm Loada {plo Vert 1-2=244 23=245, 3A-24.0, 44-248; 5-5-17.1, 9.1 a--BqA, &9�54.0, ]Av6J,0 Harr 1-2=34$ a5=d4.8, 6&27.1. 1.10.233. Ci7=13.3 Dmu: 2-3= 02.34=02 6) 1st rmtralm d Condr. IL41",Inveacw1.16, P141e p,p,y-a�1_75 Uniform Load$(plQ - VCrt: 1.2e-Q0,0, 2.3?C0,0; 3A=-no a, 4-:A2AA, 5.fiegpA, 9-10=340.0, B. i40,0,.7 340A 7) 2nd unpalanred Coii U LUmber Inc7/aaw1,15, Plat Incraaieu1,15 Undom Loads (plo Vert:1-2=20.0, 2 a0.0, 3-4=-60.0, 4.6.-W4, 5-5=-GU. B-1Q�34o.0, 9a._34p.C, 7.0__Na0 STATE OF . 'R=95% 330 629 8241 04-15-98 12:58PM P034 #21