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HomeMy WebLinkAbout1329.98 Truss Plans � q��. '�;07/Tl(9& 09::05 F.AS J.�O 629 8211 3fITEK Y'OLINGSTOWN +-�-� BLDRS LBR DfaRT QJ005 1 Joh� �. Tn�ts (;: ITrus:Type Ory PIY� 'T�NIIY�HOME^�.4VERY y. YA89913 - { °� JB0664. GE02 :: ATT�C � � i•`. .Hall and Houx L���iher Co.Me;:�Wc�Ueld,lndiam �4.0-32 s 7un 91998 MYek Induetriec,Inc. Wed Jul�18:48:101996 Pege 7 32 2-0 .�: p-S-i� �'��� �e� 7_YtiT"a1 ; �sso� � a�.at3 .�zi:s-sr_�e.ano ao-e. �. I'.t- O�taa =�n=�a 3-�-10 I-10-3 9-��3 .,'y5= d$13 �1-64'I, d.8.2 3-11-'10 O$-13 �7A 0.tt3 � ti AroG ��\ 7.00rz nec �� / � �, �g ' . a �'�' �� \_ a-��-°.--1 F— �-i� . �3�' \ as: /�2 \�e � '7�4aG�i �/ / ^ � ,n / \��� 4a6. _. i j m � \p . �' � � �;. �'G� � ��.i-0 / ' �a . . \� I I m � ' �9 3s"ell ir ssll �F 15 1a 3xG11 13 3x611 11 ]sa- 10mi0= 3ae ll 5�= 3r811 " . 3x511 Sa6� ;Gx10= 3�511 3w611 3au II 3afi.11 .G.3 91 0 �.r� ]-t+ t?�_ .� � 3H�810.�90.�� �,i :U.549 3-11-00 �$�0 1]tDd 484 3-H-1U 6i4: Plate Ol�sels(XYl' f2'0-2-15,o.1-15� f5:o3-0.04.d], ��0=� . 10:0-2-15.0:1.7 1a�0.3-8.0-7-8 t6:0-36,9-�-1?L . `�� . c� p� �n) Quc) Vde11 PLA7ES GRIP, �06�1NG(p5Q 9PACING 2-OA � TGy 20.0 Plelr_increase t.15 TC 0.35 Vert(LL) -024�416 >999 M20 187/'190 BC 0.50 �Ven(fL) -a.3614-16 >999 _� TCOL 10.0 Lumher inr.rease 1.15 wB 0_B4 Morz(iL.) 0_02 12 Na � BCLL 0.0 Rep Strussintr ��S ict�C LL htin Ildcll v 360 Weighl:356Ib� 6COL 1�.0 Cadc bOCA�NN5195 l��) ' '—� sruCING '--� LUMe� " T�P CHORD Sheethed or 48-5 on cantar pudin speciny;;' TOP CNORD 2 x fi SYP D55 BOT CFiORD Ri9id reiI'ing dirccdY apPl"'�°�5'Q"0 an Center 6racing. g�T CHORO�2 X 10 SVP DSS yyEgS 2 Rwrs al 1/9 p!s 5-� =. WEBS 2X45PFNo�.9 ��!� OTHERS 2%d SPF No.3 q�CT10N5 Q6/sQe) 78=2209l0-}8.9^.�2185/0-3-8 MM Horz 78=179Qaad rase2) . Mas Upliin 8=-70Qoad case 41.12�BQw-+d c.�sa 4) . FORCES (Ib)-First LaadCase Oolv ; ToP CHOR� 1-2=31,2•3=-18BB,'-d=2571,e-5=2268;5-b=5m,a7--520,7�2187,&9=-2530,�J-'10=-iffi8,10-11�41 BOT CMORU 17-18v0,1&-77=1592.1:.16=2058.iE-'I5=2058,13-7�1538;12-13E0 ifi-1U=665,a-20=5�l,1d-21=GJ5,8-21=638, VyEBS 10 9Z�2���_j9B,z�02�5 20=154,7i21=729.2-17�'ISfl3,9-td=803.9-13=.'136R.10.t3='1828,6-18=187, NoTES �� '��� � t)7hiv truss has heen ahecked for unbalanrr���oadng eoPditians. - Z��pp mw(cm h hrrirane oceen�line� o�n nl oecupanry wtegoi��drtien I nclx.�dtbuild ngQa dimenum.i 45 ft 6y 4(R`��P4sure C ASCE 7-9�i+�r BOCA/N1St95 l�end verGc Is or cantllevers.eNSC�hey are expose�7�'�'��d����7°�°h�`���hey are nol cq�aJ ro wind. The lumber DOL�in«easn i?1.33,and Ihe D�ta G�o�^��aesC�s 133 3)Atl plate��ere�.0 plale9 unles-,ol! r�nse indieefsd. `�1�1111111fJJ►l�,l 4)All plales�re aa Nvo unlass olhervvisc ip���ted. 5)7ru�lu ba Fuliy sheathed from ona I�ee or sr.curely bracEd aganxllaeeral mavemenl(i.c.diagonal web). ```�t�� �W g�., `/��4 B)Gable sFuds zpaced at 1-a 0 on c �er. . `���r�G�STERF�9 i � For studs eyws.-d�a vnnd sce MiTek'Siandafa.Gable EnJ�elaiP ` � .i e)G�n�na Jead�ioad(10 0 P=n am m �ber(.--).s-fi 67 5 19.7-19 �^���C � 9)Botlom chom live loatl(40 6 pSp ad addiiianal6aaom chord dead I�d(�0.0 pa0 apPlied onryto ioam.'1418 . � � t0)Pmnde mechw��c+l conncctla�@v alhers)of iru�a la b=:+�ng.plate caD�lc of vriNslantling 701F uplih atjain718 end BC��upliIl _ e . L s al�uint 72. ' - tB85 crilena. ` . STATE �W= ^-0 . ii)Thislrv%shasheentlesipnNwithAN5VIP11- g� : � QF P �'�V+. :O<,s: HpIP? f��'�` LOAD CPSE(5) Stend�rtl . �'�� ��C : /��"`" �f . 6 � �� 07%1�1/98 �09�:05 F.9S Ja0 829 8241 MITEK YOL�iGST019N ++-� BLDRS LBR DL�1RT !�006 Jah" .. Trv-er, i Trus=TYPe O�Y PN. TRINfTYHOMES—AVERV Y689914 1 1 U80fi6C GFo3 �� RoUFTRU55 . - 1nc. W�dJuI�OS18:aB:21 t598 Paga1 6.0-3Z s Jun 9 1998 MT�Tck Induniries, Hall end Housc LumDerco.Inc,West9eld.Indiena � .. . ' 62-a 12�.0,�1� aia _— � a�,� �a-+ao - ' G 10-0 6,]�0 . � I I drd- I � 7 �I�� 2d11 �4�� I '. �611 e \\a I �\II I izoor? 9 ' 1td II 5 ' �a I I � I � \ 10 .. za u a .\aw I I : I li n I 1? � - 131� F � i ��g��. 2tG II 2rd II Z�a�l �ad II A4 II 2t<11 b<II ��+�� , hd I� 2W II tt.s0 �i � L'n-0 Pi:,ia.orcseiY(x.r�l�a:a-�-�z.o.�-izLJs:o-ao.o.o-o):[e,oa-o.o-o-aL ryo:o-o-a,aaob[>>:o-aqo-o-oL[u:o-i-�z,o-r-i2L L7a:o-o-o.o-z�o�.[t5:o-o-o.o-o-al.l�s:o-o-o,ao-ol. . . . �I 7:O.D-o'.o-0-01.ps�aa-o_o-0-0t f2a�edne,o-2-iol � - , . i �� oFFL Qn) Qoc} Vdeii FLATES oRIP LvADING(ps� SPAqNG z� VM(LL) Na • n/a M20 197!'190 7CLl 20.0 Plmeslncrease t.t5 TC 02< gG 0.70 Vert(TL) O.OD t3 >999 I 7� 10.0 Cumhe�0.iu�.z°-� 'ti15 � 0 07 Ho2C�1J O.DO ^�a yyei hC en Ib ., � gCLL oA Rep-5lre;x!�u YES �y�LCLLMinI/deff=360 P � BCDL 10A code BOCP/PN5195� �� . � I — � - BPAtlNG . P ::g� I end vefG��s. WMB6R - TOP CHORO SI183OM1BA Of 6'���f.P.11tOf udiflBDecing, csp i TOP CHORD 2 X 4 SYP Ne.2 BOT CHORD Rlgld eeili�ig di�eclly applied or�-0 on center bnc�ng. AoTCHORD ZX45YPNo2 � I WEBS Z;(dSPFNO3 OTHERS 2 X 4 SPF No:3. REACTIONS (Idsize� ?a=138A2-4-0.14=738l12�.19=95H240,ZO=106/1Y-a-0.21=106/12A-�7.71=114/123-�:Z3=3al'124-0,18=108�12-d-0:17v106l12-0-d.1 i 11N12-0�. 15=3:Ji2-4-0 'Mex Horz 2�2b3Qoad usa 7),��=183(load caae 2) Man Upi7n2a=144lload"ca:�z).;t4-221poad�±=�e 3),2o�-b2Qwzd ose 3).2�=75pti�d�ese 4).22�.9Uoad rase 4),27°195(load��a 3).18=AOQoad�se ), - �]=-50(Ioad�C+324).16=�NQWd�m�-0)„'15=159(IOadw:s2S u=�tq(�oadcesr.l).23=117�oadc+se2), F.k�y f3rev24�253Qva�use 7)�57 96('os5 ct�a�b���6��5� �i.]15=�74(�!�d�s 3)21=106(loxd ca;c 6), i6sic18paad�c3sen�� Q FoRCE3 Qb)-Frs�Lwd'�GaseOnlY fl-�2=44.12-73=43.12-14�-�17 TOPGMORD 3-2d=-t77.t-2=43:23=�4�.3-a=22.45=��.'S�6=79:fi-7F20.7��7.&9�97.9-10=37.10.11�5, BOT CHORD 23-24=0,22-23=�,?T-2�,20.21�0,'19-20•0:18-1�0,t7-18�0;t617=0;7StG�0.1a15=0 WE85 �7-79v58,o-26=e79.5-21=-bU.442�-84.323=28,8-'I&--79.317--80,10.16=-ea,M1t45�•28 ... HOTES + 1)Thi�iNSS has been ch cked fof unbsfan'-e[f loading wnd'«°^s� `'""11����jr�/`` 2)PJI P�e�G ye MZO Plates untr_as othcrwise indicated. � 3)GaCls Kqulr�c� ����uo.is hortam anord�bearing. �a)Tniex to bc fullY sheaU ea from a�e faee ursecurety braoc�3geinsl�lacernl mnvamenl(I.e.Sene��3l web). `,���_����.5'��O ��i��' ��Gahle riude cpa�ed at 1<•o-on centaf . ��a �����57ERF�9 y fi� Fof+�ud5 es�u�ed l0 wlnd:3ce NGTek'SlandeM Ga61e Eild Deleif ` ` �Prande mechamul unnec�ien(hY alliers)pf Imss ta huanng pY+�e wpaole95 o u51i9+inAmt 7.36ao Ib uPlih at'Jofn�5,I54 bi�upllh `�" t��17:7 • � � Jmnl 19.G2 Ib uplih fll�nm(2� 751b upffPa��mm=T:59 Ib uylift�at jant 22,1 G� �° � _ r alfoin[77;a7'IhupLUStjoin116and15915up4�flatjoin��5� ►;�; STATE � �L�y= 8)This Uuss has heen aesigned�wilh��/TP�T'�996 cdteria. i���� �F �' �' •%'y0j P�P���� LOAD�3E(5) ^utandard ` g � . ''���fl� • �` `!'�� II � � 07/11/98 09:08 F.�X J30 629 8241 MITE% YOL;vGSTOVVN ++-� BLDRS LBR bI�1RT f�007 , � , � - �- ary vty TRlNITVHOMF=-AVERY YpH9915 .` Job�. T�u-- Tr��asType 1 � J806� GE06 � ROOF7RU53 - .�. a,03:-Jun 97990M�eklndusu�es,l�a WcdJulO81B:<9:7118!1b�F°9a� .Hall end House wmb«Co.lnc.WesU��d•�^d�na �&� 2ao-o � .�T� , s�111-N __ 1a.CA __��. tA-B-0 �,; 0.tP8 u-io-e . uao `, � r a.a= iz � ' y ,� . 1 � �A ���15 ' �.00�;'1' %� \ . . %� \\'\ i 17 � \A \\9 �// \\� �� 1. �i \ 21 I � \\ .==1 �A� ' // � V � . � �j;/ , � , � p�(/ 97 .� y' 3! 32 31 39 T3 2ft 27 2ti 2: 26 �d_ d3 d9 91 CO 35� '� •. 3s4= 66i- . .isa.0 . - -_- I �- �sao _ �PVIeORsel4 '�j: �5'0-7-�4'.0•3-0].f3fi•0-t-t20-0-0 � -' p�L (n) Qot) I/detl PLATES GRIP SPAGING 2AA C51 Na ry77,0 797/190 . . LOADIN�'fv%9 7C o.07 Vad(LL) Na - TCLL 20.0 Pla4esincrca-^.e 1J5 �.BC OA2 VertRL) 0.00 23 >999 TCOL 10.0 Lum�rincreasc 1��.15. WB 0.10 Mua(R) 0-�0 Na BGLL 0.0 RepSh�sslna( YES �stLCLLMn'Ude0=350 Wel9ht:i9elb BCOL 10.0 Codc BOCA/AN51% ��� . � B��NG � LUMBER� � TOP CHORO Sh��ed m:�:.�on centef pudin spacing. TOP C1iORD 3 X d SYP No2 BOT CHORO algid cciling d�ieclry epplZle�r 8-e•4 e�center bmn�9• BOT.CHORO 2 x a�YP No? �gg 7 Row o[midpl . p7HER5 �2 X a SPF No.3 (3�ACTIONS QNsizcl 2='16812g-0-0,35=7R9�0.33=8929-�.�`} '�9'�'�•�t6tf29-A0.37=10729-Q0.38�'10629aA,39�10729.0-0,40s10629-OA.4V111/29-a-0, 42•87/29-0.0.49=t6129-0-0.32�1�n9•DA.31�1�9.�,3W 10T29:OA,29=to729-0-0.28=10729-0-0,27=106f29-OA. 37�5 oad cese 4),38�5(load,cese 3),39»5(load rase 4),aa�-36(la�d c�sa 6). ry�vc Hon 2=227(load a z j)� . M1Aa<UPIIfi2=14(load case 2):?a=19Qaad ose 3);36=-41Qwd cau 4), P q��.q(�ood cas�:6),42=-36Qoad wsa 3),d3�7O�d ose 3).32�18Qo+d cesc 2)�31=41 Qo3H ase 6),30=36(l0ad wse d),29�•35Qoad case 2. Zg=jS�oyd wsa�.:7=39�I�d case A) 105 �x1�se b�,36=101Qaad czse� 37=107Q03d cese 1),38s108pQad csse 1).3�t�7Qoad�se 7�, p��Grev35=7Qoad c�se 5��;33=89(load ca.^.e 1).,'.ri° (� 40�tOB(Io+d case:l):4'I'�NQmd mec:a).42�8����'��t��v'��"�.32=tO5QoeE case 6),31=100(load c+se 6�.3�=107(Ivad case 1). 29=107(Ioed csse:.1)(,2Pr107(load�e�.'- - .. �° �.:� 1142=��,12-13v_60.13-'14�2,ta1`�1.1546=-41,tB-17�7. FoRCES (Ib)--F��s[Load CascQ���Y � TOP CHORD 1.2=25:2-3=61.3-4=.a7j 45•-<7.5-6�2.6.7=�1.7-8=41.&�1.9-70�-01.10�11=42, 79-2�a-81.Z0•21=47,[1-22�-g1.�-23=25 � 6= 32-33=0.31.32=0i30-31=0,2930�0.28-39=0.27-26=0. 17-18�d1.18-19�-42. ��38-90=0.38-�4:31v8=0.3fi�7=0,35-3B=a,34-75 0;33-3 0. _. BOTCHORD 2�3'� a243��.37�2-0.4�-��=Q . �7-2fl-�0 2647-0 25-26� 24 25=4;�-24� e-'8�.T��O.�p._g0,5-dt�l.d:62=-b7,3-43�-118.13-3Y-77,1<-31�t.15-3�0.16-29�-E0. WE85 7237 63.i1�-3a n io.3s=:ata-37=eo, y�.' �t'`,t;plN1R!/�r��r' .782/ �0.19-28 82 20•2�7.21=24--118 ' \`���.�`' •u.r�'�O��i�i nores ?`��j�G�STERF�.°9 ''s ��)Thlswss hss bcan checked for v Lelanced IoadlnB�ondmons. � .� 2)AIV PIme6 are M20 Plales unlC.s othaw�sa iodltslcd. � •�r M�� ,r 3)A�D�a�G y��a Np0 unlae6 otherwis�inei�led. � £ L 1 � 4)Geble requiies conllnuous ti�«am chord bcorl�9• s�_ �Gohle sluds spt+ced st 1-0•0 on centar._ . - � �.�L STATE P �: a� Forsl ds ecpesed to wind:sae MTek"Standard Geble End Oe�e��abl6 dvrithstandmg t41b UP��ft el�olnt 2,.191bppG��at jainl �7)Provlde mcc��anical cannedivn(hy ottierj oltmse w b�-�ring P 3fi ID upliA 3t oinl<0,3AJb upliR ui� �� � / �F � � 3G.441b uplifl al loint 36.351ba71h u�lift al lo M43bt81b upliR al jamt 72ro 11P 6 O IE atj�olnt3l.3fi IbbPifl at lainl'�0;351h uplifl ��.�`f:�n;D 1 P�f �``�` a joini dt,3G Ih uplift al famt 42� P. 3a IL u IIft at"mnt 2fi,36�fl upNl1'x joinl25,47 N uplift at�oinl24�and 14 Ib eljoiN29,351bapllhaljoint?8.361bupllnat�oin�27, P 1 - ��li�j» • �. upiiR al join122. , 8)7his li�has eeen dc�igned.w��A AN51liPl 1-1885 cri�ena. �OnDCASE(S) S�andard �_ � Oi/11/98 09:06 F.�1S aJ0 829 8241 yITE% YOC�iGST01VN ��-� BLDRS LBR 3f�1RT IdJ008 . 7N� T�.�e �y IPIy iRINIT'�HOMES-AVERY Y48991H Job J806Ga GE05 �ROOF TRUSS d.0.32 a!un 9 799a MiTek Indust+ies,Inc. Wetl Jul 4B 18:48:Sd 1898 Page 1 t}�Il and Hwse Lum6er Co,inc,Weslfi�id,Indre`ra =e o-o ' I 'y'���--- 'aa° �de.o 0-10-0 16&0 • . cca= t2 , � .3 � \��\` � �\1i 7.Wr2 3 � 19 % \\\� / �, 19 \�� 19 �� �o � �-=- �� �-'j� � � ���� � � '° y / � �. i�' a ( lt :0 ]8 2B 27 26 7S 2d �3 y�' qZ p� ep 39 38 � 37 36 � � � . Sci= SzS' 23�0 -, � � - 13P0 Plele0RsalafX,'n= f34:�-1-ta�"3',,j 5:o't�-t20.0-�_ _ - P�q7E9 GWP S7ACING 2-0-0 C�1 OEFL (n) (Ix) �defl 197H90 LoADtNO(pst) Tc 0.01 Ven(LL) Na - rJa M20 TLLL 20.0 Pal�s Increase L�5 gC OA3 Vert(TL) 0.00 1 �999 , TCDL 10.0 Lumherinc*e3sa 1•15 WB o.10 Horz(iL) 0.00 Na B�LL pp RepSlmslnc YES lstLCL�hllnl/del1=360 Welghr.194i�+ sco� l0A Codc OOC?/ANSL95 M'��R� �- -' - BRACING LUMB6i TOP CMORO Shc Ihed or fi-0-0 on aonter pufli�spacinp. TOP CHORD Z X 4 S`/7 No1 807 cHORD Rlgid coiling�irecUy�pp��ed or 6-0-0 on�rnter bmdng. � BOT CHORD 2 S a 5YC No2 yyEgS 1 Row al midpl 12-32 OTHERS 2 X a��F No,3 " REACTIONS pb/s'¢e) ]�=8929-0-0.2=t5a/ZS-�-O,�7fJ9�b'0.3�'8�9�0-�.�t�72��b�.�`10129•0.0.3C�10729-0-0,37=108/29-�.3b=.'107129-0-0,38=106/29•�. n i 60=171l29-0-0,4t=8729�0-0.42�'16229-�,31=1odf29-o-0,3w108/2�.�9'ta728-0-0,2&�07/29-0-a.27=10729-oA'. m�norszz=2aopoaa�a zl.z•��p��d A�3) Mat Uplill2e.�q(laad c3se 2),�-�9O�d<ase 3J,35=�KPa����•36°'35(toad rnu.d).37=JSOoad eaxe 3),38�SQoed c.�sa 4).39•�fi(loed r�ee 4), {p--3qlload cas�a).61=ti'6Qoed cdse 31.<Z=�7Qoad oce 3).31=1 B(load mr+c 2),3�41 Qe�d cau a),29=364asd tesc<)�28=JSQes7 case 2). ' 27n-35Qaud�e 4) 36=107Q�d ease 7). Max Gmv22=1Q0(load�ea:e z),2=7b8Poad ar-t t).W�10 d������itl(loed ca:�e t)'41 87(load�+� 42=163Q ed G�j�,31•105Qoad eese G1. 37=1o6Qoad�nsel).38=107QopdceseS��� ( � � 70�108Qoad case�,2�107(�md case t).2&+�07Qaad ase t1.27=ta7(load c+ae� FORCES(Ib)-Frsf Load G�i:c Onty ��.5-6'-4?.6-7ad7.7-9�-a2.8��2.8-16�d'[,70-it�42.17.�2=-41.12•73�Y1,�3-04=-41,ta-15=-a2,75-76�2.ifi4l�-V2. TOP CHORO 7.2�'z5.2-3a.c2.3a=-a7.45 .. 17.18=<2,7&1�•42.152���.262t�9.21-22z57 31�2�0,3031a0.2930�0;2&29�0,2T-2�0.2427�0. B07 CHORD 242=0,ai-d2=0.a0-4t=a,3930=0.3&39�0.37-38•0,363i�0.3S76+0.3475.D,33-3a-0.32-]3=�, 2S2�U,2425w.2}:a=0.22-23=0 16-2H0.17-27�-a0 WEgS t7:32--62.�t-33=-77.10-35=��,&3fiF-B0,8�7=80.7-�=-8�.6'3�90,5�4'-ffi.a-41=S7.332=118.13-31�-7i.143�=-bt`````,,`�•717/�0��'f!'' ,1&2G=•�.19-25''63.20.2d=67.2i4'F-130 � �����.�e�.u�r..N�p�ii Na�s � �v�STERF0;9 �'i 1)7TIs rus±tus haen ch�kad Io�un6alanre6loaA��9 conditlons. � Z�pp p���a�a Npp ph�tes unless olhc�wisa indfeo�ed. � e� 2 3)NI p4'nec ara 7sa M20 unless olherv+isa�nalwied. j ��G I�� y � � 4)Gahle requuSs conllnuous'bonom chofd heari�9- ,�T.�L STATE i{�y= 5)Gable SNds sw�d a�}<A an cnder. . � ' b7 Fer eNds atP9.e7�a l"I'�d,scc Nh7ek's�anderd Gable E�������� �Orovltle m`e1l+nlo�l eonnca��on(by omers)..���+�s la Ue�dnn pFa[e capabie of wilh�WiSn9�a Ib uplin ot joinl2,19�b u{+Im at Joinl �m � 33.M 16 u0����atjoinl 35;351b upliA�l Jnlnt 3l.761p uplllt�t loint�7.0E Ib uNlfl at jo�N 3B,361b upllfl al N^!�39,7416 uplifl a� ?,O 4�%b �F �p'� � joint 40,3616 u0����3l joinl4l.�7 Ib uplift e1 joint 42,�BIb upld!et)aint 31,At Ib uptlP el�o�'i 3G.3e Ib upllll el���t 28.35Ib upllfl �i���P'�•��� f�� el joint 2B.75 Ib upGl1 ni 1oin1 27,35 Ib tiplih at loinl 26.37 N up6ft at JaInl25,25�b u IN��t oinl2e and 741�u Gft a�I�Im 23. �! �D�� '. 8)Thls tru�has bsm desiqn�J wiih ANSVLPI t-1BB5 cn��iA. �oM CASEIsj Slandn�d�_ . �� , , 07/11/98 09:07 F�LY JJO 629 8241 MITER YOL�iGST0V9N i�+ BLDRS LBR Df.tRT C�j009 p�, p�y 7RINITY HON�S—A�RY ;. �JeD 7russ �i Tfu"TYDa �� Yd8H977 � 1 Y; ' J8066d GEW i' MONO7RUSS — ... d.Q-32 c�un 9a9es M1N7ek Induslrics,Inc. Wed Ju1,0a 7s:a9M 7998 P�ge� HeU ond Nous�LumEer Co.Inc.Weslfidd,Indo� �r�� " 3'It8 . =�i' �_::� .0-10-N � Sti� 2W I�,',. a�a+ d j i h4ll % . i 5.00 t2 �% � / / % � / i % � ,_ „ = � r %� � � `v''��� �. , � �-;;= ;- yy�� 2�6II �a_ ; 3-t1�9 � f-' 31t.B — --�—_ �yi-- cErt tlN Pa) uaen Pw�s cwP loPO1NG �psQ SPAGtNC 2�W Na • n!a M2o 197l190 TCLL 20.0 Plales Inera�se 1.75 7C O.U7 Ve�(LL) BC 0.02 Vart(fL) 0.00 7 >989 TCD� 70.0 l��mber Increese �.�5 WB p,o3 Har1(Ty a.OD ��' Wa� h�.�blb r, eCLL 0.0 Rep Stress Incr YES a���r 7st LC lL Mn Vdell=360 B _ BCOL 70.0 Cade BOCP/AN5195 � � � '-- BRACING ,�. LuMOER �� TOG CMORD Sh��lM1ed. "' TOP GHORO 2 X�SYP No2 6pT CNORO Rlgid ceiling d'veclly applicd w B-b-0^^°eiAcr Cndng. .. BOTCNORO ZX45YPNo1 w� ZXdSPFNe3 � � OTHERS 2X45PFNo.3 kI. � (1EpCTION3 QNsac7 2=15?�/3-71-8.5=18�•11�.6atT/fl-11$ Mea Horz 2=94(��d case 4).5=-3�Qwe wse 2) Mpa Uplifl2�-70Qoae ease 2).5=�8(load<a=a 4),6+-67(bad�e� FORCES (16)-Ffst Load Case O��YZ 4�76 TOP CMORD 1=°�8.2•Y-29, �BOTCHORO 2-8=0,5-6=0� WEgg 3.6=12fi No7ES i t)AII piares ere M24 plales unlc^•oiherv+�se indics�ed. - 2)Gab1e requife%ronlinuous Mnnm chofd bcad�9� , 3)G��le atutle spaced at 1ko an crn�er. 4) For sluae axpo�ed:owine,see�Tek'St:mdard Geble End OeI�P �Pwvide meoh�d�onnectio�(hy olhers)o�ln+%s�o hearing pkde cap�Na o('NBlwiantling 70 ro upGft al foiM 2,1 a IE uplill al joinl 5 a�d 47 16 uplift o�JoiM 6. 6)Thc�NSe has 6een Ji-signed with ANSVfPI 1•1995 crtteria. �{7111111It1/! Goqp CASE�b) Stvnd3rd ' `��_���`n4;.,�"°8.�,'"O���i�i , ��":�V�57ERE�,9 $� .� ^ _ � ``211T5 g . � �;�; STATE =a�.= , � P,:'�� %90�: : Np�Fp�a,. ���• •�,<r �,,,.r '���� � `. � � Oi/11/98 09,:08 F.� 3J0 629 8241 MITER YOLNGSTONN -�-�-� BLDRS LBR 3fART C�O10 .loE Tru� ,: Truss Type aY PN TRINfTY NOMES--AVERY ,.. . Yd8,9918 �Q� Tp� MOD.QUEEN a � F}�II snd 1lause Wmber Co.Inc,Wesffield,dadana 4.0�2 s Jun 91998 hLTek Induslries.�na- Wetl�ul OB 1H:�9:a9 1998 Paga 1 tyg.n ta2- 73-ta5 1B-0A� 1 10 .u��U-0 5-1-11 9-F�♦ . ��Z � . r—r-- —"-r 6-1-11 6160 o-t0.B S.t-1t n-&Z a-8d aa2 48z AzA= 5 \� 3zai � \\\ :9W� .. Loo�12 / \'\\� � 4/ j% \� � aa�� /� / \\,�.ab \�� . %%/ / � �.�,. ',. :i� / \\ " �� \ ��� /i' \ \�� e n � "� ' - ;:—�'to at'�� �� ' c V��� , �a rz tt +n .'. ]ra= 3w— 3xA- 7�— 3x4= 3xA= . r_]5-1]�_. 1aAA -� 7-0-d ��7'S"12 .. !-•r� ]h� PWleOfse's - _I2:0.1-�20-1.B1 f8:0.1-02.4b91 - . OffL Qn) Qoc) Udell PahS GR17 LOADING(�� SPACiNG 2•a0 �� p�p0 197l790 7CLL 20.0 Blatc Inaeese 7.15 TG 027 Vert(LL) A.Ofi 72 �999 TCOL 10.0 Lumber Increase 1'.75 Bc 0.55 VeA(R) -0.19 t0.i� >BDfl ;; 8CLL 0.0 RapSlfc==lner YES WB 0.53 Herz(R) U,O6 8 nh� � tziLCLLDNnIldefl=3fi0 WeigM:l4dlh: BcoL 10.o Goae aOCanNSI95 � LUMBER . . afwqNG '��� � TOP CHORD 2 X 4 sY7 No2 TOP CMaRO Sheathed or4313 on���er p�Aln sp�dng. BOT CHORD 2 X 4 SYP No.7. BOT CHORD Rigid ceiling direclty aDP�ied or 10.0-0 0�csnlef blacin8- WEBS 2X45PFNo9 RF�cTIONS pbisiz�) z=+auvaas.e=+ziaaa-e �vT�aHorz2=15Bpeadce:e3) ' ' Max Upf112=-ZS§(load caee d),�2590�d cau 41 FaRCES QbJ-Fiwl Lu:.�Caso ONy 7_g=�7g2�&9et3 TaPCHORD 1-2=t3.2-�.1782.34=-1fi02.45=1i22.54�17Y2.67=18��, 60T GMORD 2-13=1522.12-13=tJ57,11d2=1257.t0.17=t257;61�1522 WEBS 313+-219,41�=738.412=�57,512=850;6.12�57.B-t0=338.7-10�-219 NOTES 1)T��s vuss hes b�n checked fcr unhelanced loadiny ccnditiwu. Z�100 mNfrom huben ecocean inf�on an ocNpsncy c.i ry�i,con0i�n I ncloacd bui ding9of d�mension 46 ii�2A ft wilh oricposurelG AsCE 7-93 Pe�Bo�a�sw5 u a a veftlrals o�eanlilevers eval.they ere cxpo=ad to wind. If porch�����Y a«�a��°ud te wind. The lumher DOL incrcaw is 1.33,and the O�a�e grip incrnase is 1.33 7)All plates afe M20.plaiw unless othcfwl%e indical�l. � a)Providc mochanipl connealon(hy nmers)af W��e tieari�4P�u�I�OIe otvrilhsl�nJLig 2.°i916 Up��h stjoint 1 and 2581b uplifl af joinl8. �-, 5J This Vuss has 6c��d�signed w�+n AN517iP1 t-t695 crilaAa. � `���,�;jj1 N"80�''��i LoAD CASF{s) Sisndard �' ��� F'' N�!wa.NO �i� , . �. �:��gTERF.°9 '� � Q. � ' :Q`21175 � ' - . _ . = =:e: .'STATE gti= 9D ti'%NO 1 R�P���3 il','�`tay�� � ! � 07/11/98 09:08 F;�i 3a0 629 82�1 uITEK YOLNGSTOWN +�� BLDRS LBR �[dRT f�j011 Trvss �TTfussType �F/ PN TRIN�TMHOMES—AVERY i 'i Y4ggB�9 Jo6 I ;i� � I — 6 1 � ,�gp55n TotA MOD.QUEEN � a.OJ2 c Jun 91998 MTek Industries,Inc. Wad Jul 0818:49:331898 Page 7 rFall end Hause 1��u6er Co.Ine,Westfield,Indiana � ' ,e-z.2, �s,o h za-0-o: o.a.0 �. �^ I —~ a.e-a f .�70.� 5-t-ti �—. �� 6b2 51-11 o-twf 5�1�1� �Z . . �_ 5 / � \ 3:4•. � �\ ;7cc� � ].00�i2 d '/ \�6 �. � / �\ li. �� \'.., Tt��/ ' �d\� � , i / ` \�\ :.. 3 i/ ,_'. ii � % ��' � /' � � �` p �� � � Y'" — — —_�.� _— —` '° 0 �'G�- -,� �> >0 5 �d= � 9xC= 3ffi= �e= 3ua=" ��_ ^H Iyp ` _six �}-- i�en _ �T���' ;s-iz �. —I ' zS1a �'P' �. .. Plate0lfsets ' 2:0-1.tt,U-t-61 {8:0.1-120-t•8 -- —� LOADING (paQ SPAGINO 2-0-0 �1 DER Qn) (IoC) I/defl Pa'�3 3RIP TC 0.27 Vai(Ll) 4.06 11 >H99 M20 197/190 TCLL 20.0 Plaias Inar�ee tA5 BC 055 Veri(T�) -U.19 9-71. >988 ; TCOL 10A wmbsr_Inaease 1.15 WB �� �.�pRm� 0.06 B Na " eCLL 0 0 Rep 5ltaes lncr YES �y�C Ll t+u�Udell=360 Weighc 1dZ lb _ BCDL 10.0 Code BoCP/AN5�95 ——— 6�GNG �,. LUMBER ' ToP CHORD Shcalh�+d ur4-3-13 0��o^�er pudi�spac�np. TOP CHORD 2 X 4 SYP No.2 g�T CFI�R� Rigid ceifinB direclly epplled or 1e-�-��ceMer bracrn9. - BO7 CHORD 1 X 4 SYP No.2 -� WEBS 2X45PFNo.7 REqCTIONS Q61='v.eJ 2=121N�-8.6=11a8/63�s pku No¢Z=177(load cfl:��) n7ax Uplift2=25e(ioed wex a).a+.2lopoad ea;e d) , FORCES (10)•First Loed Gsa Only �� »� ���lq� �$=�782 ' TOP CNOaO 7-2=17.2-3=1782,3-9�•1602.4•F+'-1122, BOTGHORD 2-1T-t522,7�-12=t257.70-11=1257,9-t�1257.8-Y1522 WEgS 312=•2tB.443•'�b.at1�i57;5-17=s5a,611�d47.fi.P"l38�.7-�219 NOTFS ' 1)l'nis Vus Ires been Che�ked fof unbalanccd 1�B�ditione. 2)Th�•��+ss has baen desiBned for ihe w6�d loada 9encfe�ed by eo mph wlnds at 25 A abov=B�untl level,usiny 5.0 psf 1ep<hard dead load enA 6.o p�6o�tom�ho.d aaad les . 700 mi fmm huMc+ne oeea�i��e,on an accup�My nmgory I,��^�enolsed huiking.of dlmerdans 458 by Zd R Wiin�POSwe C�A3CE 7-�J3 pb BoC}VP7�.�`�qs lf end ����er canGle�ets asis4lheY�ro�enposed ta wind. if�porches cx�st,thty��e nol°Pa�d to wind. The lumbar DOL��ereese is 1.33,an�Na pla�e grip im:rease I=�.�' 3)q1j plafac are M20 Dlates�vMes.:o�hemr:e indicalel 2591b�� lih e['olnt 2 and 2i01b uplM a!joint 8. ;', q)Pravidc mechanial cannKtion(l�Y atheB)af truss m bcaring PGIe capahle of with'�dn9 P 1 '.'`„`j11110l/►/���� �This Irusc has bean dc:iynad wilh ANSViP11•1995 vi�eria. ,��\ �j N' BO /iI . ♦pS�`�c ,......,N�p�i'. 4oAD ChSEIS) Slnndard��' � ' ���7_���G�$T�LC' 'Y ��L e f�� OS� i i Q 2 � = STATE ��x �A•. 1 4''+� %�p/d}'/MD i P�y����: .,. r • o�.. '�i i��� � � 07/1�1/98 09:09 F.�1S JJO 629 8241 uITEA YOLIGSTOW'�t ++� BLDRS LBR 1f�RT f�012 � — �p�y pty TRININ HOMES-�U/ER`� ' Y489920 Jab- Tru6s Ttusr.Typs .: IATTIC 9 1 JB066a To2 — . '�wescGcld,lndiarr. 6.0.3Z=�un 91998MTekindu:t�es�lne. WcdJu10818:49:421fl98 P�ge1 Ha11 and House Wm6er C�.Inc; . 32-3 6 7.Sq � t9 .413. ^_B& 0 9dE '�.� ,y,;a,e� a-r,.0 � �i�a�_�a�i5-0-o�—za.a_r�_1-4 . 090.9 }��.i0 3510 2-003 �.13 Sxq_ �•13 1&11 asL] 3N.10 0.YtS ' 1�A 0.c.L' 6 / 7seG � � 7.8. � 7.001�1 / \\�� bGll , 2<a I I 5�—� ��\ � � / / aa II �.� . . // e-1"0 � �._ 7_t1 �— i %/_ - �sc �M d:- ���� `\� 9 � N \ � � � �\� Ql�\ ds6�i �;:' `�' 'O 4 / \\\ 10 :�/ m �'t ���j/ \\ \ 13-7-0 _ /�/ ••,�a ���uI� Im � _`_�— . ` —� . l 14 13 19 1e 1T 16 15 tci'U= :x6= 3m I! 3 B II SxB= 10z10= �'A= �26610 3 3 3�'0 Q.� dS�6 ,y �-����= �� � dg,2 Y11_10 �3-19 131P8 0.5-t3 511-�u Y5��0 , PlataOHsetz %�'1' 12'a2-150.1-�`+� �-1-+'�-3-00-241,[7'0-3��'24. �OL�-�'�S.O-I-1 '14:4�0.'!-8� fi8'0.&80-7•721 P��S GRIP SPAGING �-0-0 C�� DEF� (�) Qoc) Udeil LOAOMO (psQ TC 0?5 Ven(LLJ -024 1416 a999 M20 797/190 TCLL 200 Platesincreau ���5 BC o.50 � Vert(R) -0.3614-16 >999 - TCDL 1D.0 LumM�lncrea3e 1•�5 0.0? 12 N� BCLL �.a R�p Strc:=Incc YES W9 a.8a HorsCfL) Wei nc 297�ID _ C�6 �C��Jws ��� 7st LG lL Min Vdell=3G0 9 � BCDL to.0 _ ;., —� — BFiACING LUMBEft 7oO CHORO Sh=s�1+ed or e-&5 on<anter pu�7in sparing. 7pp CHORO 1 x 6 SYP 0.S5 BOT CHORD Rigid ceiling dlrw��y appli�l or 5-d0 on aanter bnd�B. BOT CHORD 2 X�0 5 W�=5 yJEBS 2 Rowa at tri pu 5•7 WEgS 2%45PFNo�.3 . �p�7�OH5 Q6/size) t8=2io9lU-3:8,t2=21�/0.3-N Nms Ha218s179(laad ease 2) ' � M1f,aY Upl'J1i8=7�(�o�d�au d).12�A6Qoad ca�c 4) � FORCES QG)"FrstLaadG�seOnly v 7-8=2161,&8=•25d0,47�-iB29.10-0t�at TOPCHORD�1•Z-31.2.9=1688,N.-�--3571.4-5=ufie�5b='bdd.67 S20.i21}a ��2�665.42WSb9.ta.ai=835,621��e, ' 00TCHORD t7-18=0,16-77=1552.15-1B=2058.74�°+-ZO58,t314-�578, 'WEBS 519�1730,1-18-'17't0.3-16=846,}17-1a95.247=1893,a74�'.9-13=1348,70.1}-18_8.&t9=167, t0.72=20G'..Z-16=2102,�20=1'�.7•71='1:9 , NO7ES � � � '� 1)This��uss h:ve Oeen c�tecked lor unhabnced��din9 wndilionu 2)Thiz truss has bcen designed for me vrind IoaQ:9merama 6y 8o nryh'^"^�s a�.611 ahcw ground level,usin9 5.0 p:�mp<hoA DuJ ioad and 5.0 pcf bottom�ho�dead load. 2C fl�Ih B suiB G��7•83 per 6�aM1�'�S lf end �_ a ���ondifion 1 enclosed builJing d dlmen:iene 45 R�Y � � {�creau��.� i�mi Imm huMeane ocran'�n�,e c e��c�°o�'d. If orcho�dst thry are ewl�scd to wind. The Imnber DOL incro�ea is 1.3:i.entl t�a piole 9 P veriic�lsmcimile•cfsezist, eY ?P P .. 3)AII pletea are M�0 P�IeS uPIe55 nlneiwi:s Indical�d. ., 4)TNSS lo Ce fully sheelficJ from one inca or sew*ely hnced a9ainsl I+terel m�'e�l(a.di.9ana1 web)' .`'�„11�111J7lJJ��� �Ga61a siudss�r+ced aL'�-�-0 an cenicc ��� N. BO /Q' � Fo�siads esposed ta vrind,see MiTek'Standa fi.7.s119,7-9eFiiP ``���•���OO�i' �Gell�ng deaE'laed(�0.0 ps1J on membcr(=).�� �„�.�� - 8)Bottom�hor011va laed(40A p_J)and:+ddma�ral 6oflom chotd dasd��d(10 0 pst)aGplied ontyto mom��<'�6 ' 9)PradJe machanical conneclion'@y��hers)of lcuss ro bead�9 P�+�e�pahle ofwil�=Gnding 701F uplift el)oiM 18 and 961b up:iR�� =� :Q�,v�175 ^ joint t2. � j = 70)This Ifuss MvQ heen designed with ANSIffPI 14995 crderir�. � ���. STATE _�Y= �one rase�s� snnmra �90���N O��pF�`� �i�<<t' 'Q,e„ �'i QE��� � o� � ---- t;; �. �, , �' 07/11/98 09.:09 F.�1% �JO 629 8241 3[ITER Y'OLINGSTOWN �+� BLDRS LBR NART f�O1J JoL IT�vs: �mssTypc Oty Pty TRININHOMES-AVERY ' -. r4ggg2t J80684 IT� _ IHOWE � 2 �� Mall and House l mber Co.In�.WeslfielJ,Indiam 4.0..'Z s Jun 9 1�J98 AbTek Indushics,6.�. �Ned.luf OB t9:4932 19� Cago 7 9q4a 63-0 6-2-3 � t�.e.0 I . - -~' -� &7.1a ' 9 1 1a 5.0-2 3.nJ 0t!�� 'I d ' 1200r 3S0 .. \ 9a6J 5 3 1\ \ ' � � � I J b � 3a5�� � ' 3s6/,' 11 tU �2 e ta a �e 5s5 II v511 2s<�II Dra il 1mta- � �1-t� _� &2-0 9�2.2 1]dO � 34-14 982 3.Od :1b1a _� �Plele Offcets ; 7:0.0-12 O.a-0 - :0/i.r -0-12^.0-3•al . :.. �� OEFl (n) Qoc) VdM PLATES 4R�P, LoADING(ps� sPadNG Z-0-O -0.03 }1p �ggg Wi2o 19i11B0 TCLL 20.0 Plateslncfe3se 1.15 TC 0.� Ve��) -0.Ofi �y,10 >999 TCDL 10.0 Wmbcflncreasx 7-15 BC O.Zta Vart(TL) �,' Svess Inu ND W6 0.7g Hors(TL) ���� � ^�a yyeignt:1701b�� BCLL 0.� ReP 7.tLCLLIvLnUdefl=360- , BCDL t0A Gnae BOCNPA15l� M�'"`� . . LUMBER BRACING ' TOP�HORD 2 X 6 SW Nn.� T�P CFIORD ShealhHl er 6-0-0 on�ent¢r purlin spacing.' . 80T Gi70RD Rlgid eeiiing diroC�y sPPliod or 10-0-��ce�er brsdne' BO?GHOR� 1 X 6 SYP�SS WEBS 2X45PFNO.3 • SLIDER Lefl 2 X`SYP Nn.2 2-0-5,Right 2 X<SVP Na.2 2-0-b REAGTIONS QNstze) �=a540/0�3�8.7=355A/03-0 ' Max FioR 1=27ZQmd casc 2) �UpIiM=969Qoad a�:r a).7=757Qoad c...e 4) ., wRCES Qb)-Frst Load Case C1nry �--2n5�4�=2m.N��8,67=-391? -' TOP CHORD 1-2=�923.2-J�+-3868.3 �14=2588.7-14=2598 Ba7 CHORD i-1'1=2565,t0.11=1585,70.12-zF+&5.9-�Z°2585,9-17a2588,&1�25de, W� 3.1W753d.d9=35d7.5-B•1577.3-9v-933,SSm-937 � n NOTES 1)2-pIY Iru:=m 6e connecled In�el�er vrilh 10d Comman(.t4b�t77 Nal='+s fallowz: ToD ehorde wnnecteA`uiih 1 mw(s)e10.40 on cenlv. ��m eho�ds mmwcted wilh 2 �w(s)n p.-0.a un cemsr.�W eb:ennneclad as(ollowc:�X 4-7 roW(sJ a10.9O an eenter. �:�"i � p)Thls miss has heen cheeked taf unbalanceA loading�o�dilio�n ' W n��u n e�9�ound level,ming 5.o ps(1op chaM11 dead load and SA��psf ballom ehord dead loed, 7�This tni=has 6acn designa��nr the wind loads Aenamtctl by P' � vsOtcalsror canllleveiseu4 mey a e expa.cd�wind�porlehc mus1.they areo b�tll��y,tl lo wlnd�The4u Oer OOL n�ea:s 53 te33,and'he,pl c gng'p In��S ss�t� q)Escept e:sAdwn`below,�spsci;.l ronnecUon(s)reqwreO lo:upport m��z�tvated la�d(s).�e:ign of cannec4on(s)��elegetcd la Me bv7lding das79�er. 5)All piaies are MZO plstac uniess othcri+iea indicared. _• 6)Provlde mschanl�l con��von(by ather)�f tmu to bearin9 P����7able of wilFt��nding 9691b uplift al joinc i anE 7571b upf� `,`l`,"S��N prHO���i� a�Jeint 7. [� '�Tnis eruu hsa bccn�oigned wlth ANS1/TPI 1-t995 criterd. `�e �...�+a....,N'CJ��'i� . a` �r''�STER�c''• 9 �y �oao cnsElsi � v O'i 1)Regular,L�ber In�ease=t.�S,pletc Inerease=1.75 = :�M1-lG y •� 'Unifnrtn Laeds(D� .. �16=20.0,7.1d=20 0:t4=fi0.0. _ G� I J S � vcrt:t-17-io.o.10.11.-2o.o.7a12=2o.a,9-t2y2a.o.&13�.2o.o.&t7�-2o.0. � S' ��4 2-3=-80.0.3-<=GO.o.4-5�0.0.56�0.0.&7"�-fl s;0 y�� STATE :a.d= Cnneenlydled Loads(�O) ,+�0 S�� �F �Q�f�`�� �.VerL,1=•11909=-n9011=•1190-12=.1t80�73=-1'19014�-1190 .`i �, v' � .,�1 ,` p)Wlnd CeR:Wmberincresse=l.�.Plale Inaeas•:'7.33 I���^.���,,,.�}�,�s��� UnifrnmLoedsWlq 313-1aA.8-73--t0.0.&74=-70.0.7-t<=�0.0.7•2�-17.5 .��i�� ppp 7NIa r`YY/�J - VeA:t.1t=-t�0.1bt1=�10.0.10-1A�D.0,9-12=10.0, p Z.3=77 5.�-a°17 5.a,5=?4.6,5.6=24.6.E7=24.6 11 �ii'[ '�v Haa:�-3=7.5.2-3v7.5,3-4�).5,45•34.6,5-fi`3A.6,bla'a.e �_: Goncentnled Load<pb): Ven:'1=25e 9=258�t=]50�12s258 73=258 14=258 3)Wind Pight:L�oer Inciease=l 33,Plste Inereeac=1.73 CanC cd c n=z _ - 1 . „ ' 07/11/98 09:10 FA% 3J0 829 8241 MIT'E% YOLINGSTO{YN -��-� BLDRS LBR DtART �014 . , . .� QN vly 7RINIT'�HOMES-AVERY � Y489921 . � Jab Yn�ss —rTruu.Type I`;. , aeoesa Toa , tiawE — _�2 ' - A.0�:+2 s Jun 9��B MiTek Indusldes,inc.Wed du108 58:5a:�81998 Page 2 Hall antlNousc�umber Co.Inc:Westfield,Indiena �OAD CASE(5) ' � � unifonn�osaa tam . . VeAf 1-11=10:0,10.71._10.D,tQ-12=S0.0.9-�2=-70.0,413=10.0,573=•10.0.61a=10.0,7-1A=10.u.t-Zd4.6;2J=2a.6.34�t4.6.45=•77.5.5-fiv-17.5. 6a=17S Hoa:1•2=34.6,23=3d.fi,3-4=�4.6.4s=7.5.��7.5,E7=7.5 Con�anveted Loads(IG) �_. - - Van:1=Z58 9-2561i=256 u=25813=2.58 id.258 �'.: , q)1st Wind ParelleL'Lumbef hureas�°�-�'•Pl�te Incieese=1.33 - UnifofmLOeds(p�Q �- g1�=1o.0.&1�-70.0,8-7}10.0.8-14=-�0.0,7-'1�-100:1-2=24.G,2.3=24.fi.3-1=246 6�2a.6;55=24.6: Ven:1-11=10.0.10�1t=10.0,10.72-10.0, 6J=24.6 � �; - Fba:1•2=34.6,2-��.6,3-�3d.6.45=74.5.5-b�<.5,C 7=79.6 Concent2ted Loads(Ib) ', .. ven:]=158��9=258 1 t=258 tt=258 13=25b ta=258 �.�:' 5j 1st unbaYancedRegulai:Lum6er I�crease�1.15,P���������•�5 � �°� $-(��ZQ� Unifolm�Loade(P�� gt2=-20.0.9-73-_20.0.8-t3=2a.0.8-74'-20.0.7•1a=20.0.1-2=80.0.Z-:1=-60.0,34=-6�.0,4-5�20.0. Ven'1-11=�0.0.70.tt=2�o,10-1Z=20.U, . 6-T=2Q.0 Conce�nretad Loads.(Ib) -' . � Ven.1=719 B-Z19.t1=7t9 12-719'13=•7t91�7.19 '.. fi�2nd un0alancedRegul-�r.Lumb�*incrw=e=7.15,Plalc��crease'1��5 �q�.2�,0:1-2=2Q.o,13=-3a�0,34-•20 0 a�-60.0,5-�60.0, � Unilorm Lw�ds(pIQ • - &13=29.0.&14%20.0. .. Ven:1�-V=.20:D,to-11=20.0.10-72=20.0,9-72=-�0:0.4�:�=20A, . 67=W.0 Con�xn4al�d I�ad9�(Ibj � � Vert 1=-10Afi�-10d6 11.-1046 tY-:1046�t}-tad6�14-70G6 _ .. ' �' � � ��ii�eeuuulhy� . `y�� N. gQ fi� . ����.F.� u.+....NOp�i. ����j• �STERF 9 %y � O'.� � = :�'�t�� = -:e:, STATE �W= �� � ' �"� �'�.p�,irti,��I P�a?'f�� •, Q,,, �f���' oi •� 07/11/98 09:10 F�1S JJO 829 8241 MITE% YOWi GSTO{YN ++� BLDRS LBR hIdRT f�O15 Job 'TN:� � 7ni�Typc — n�Y PIY ITR1NfTYHOMES—AVERY �.. Y489972 JSOfi64 7oa RoOFTRUSS 2 1 Hell and HoYSe Lumber Co.lnc,Wrstfidd,InSan� 4.032 s Jun 91958 fW'7ek Induslries,Inc. Wed Ju108 18:50:131996 Paga 1 ' ��,� 12-t0 �� A—� � 6L-tl 0-t6d . 0.168 6-2-0 dtb� a \ tZ00 t7 5 3 / \ \6�� ��1 — � yu�� 3za0 . V � /� 3zaii 3ssii P 3aall hd II yq II �� 0.2���_�_ �2a-c . � . &2-0 6-'s-0 PlalaOffsets : 2f 9"0•2.0.1-121,_�tiU-0-20.1-021 -- � C56 DFfI (n) Qoc) UdeO PLATF3 GRIP �OADING (ps1) sPACING 2-�-�7 >ggg M20 197/7B0 TC O.G7 VP.II(LLJ •0.03 �3 '999 TCLL 20.0 Plateslnereese 1-'IS � �� Ve�t(TL) -0.04 &9 TCOL 1o.a �_umuefincr�a 1.15 � �� Horz(TL) 0.00 6 Na BCLL 0.� RepSUcslncr VES 1stLCLLMinlldcll=360 Wci9M:6916 BCOL 10.0 Gode bOCN.4N5195 —` — BRACING • Li1MBER . ToP CNORD Shcalhed or6-o-4 an cv��er puAin spacinp• TOP CFIORD 2 X a SYP Nc.: � BOT CHORD Rl9id ceilinB Eirecity aDP��ed or 70-0-0 on r.�ntsr brscinp� BOTCHORD zX65VPNo.? ' . yvEgs 2X45DFNo.3 SLIDER Lalt 2 X 4 SYP No2 5-�-7,RigM 2 X 4 SYP No2 a3-1 �qCTIONS (1�/s'¢e) 2�Sa6/0-7•8,6=5461a3-b Max Non 2=296Qood ease 3J Max Uplifl:=-13?Qoad ase 4),6=132(lond case a) Fa0.CE5 (IU)-r�rst Load Cese d�ly TOP CMORD 14�13,2-3=Jq3.3-4=-3a'.4.�`�43.F+'6`343,6-7=73 BO7 CHORD 2��%..'.b-$=�'.�.' � WEBS a-B=123 .- NOTE9 �)'fhle ituss has bcm cner.kcd(or unbaL-.nced Ioading co��d�fionm. 2)This Iru�hes been da;igned for ll�e wind Inads pcne��I,eondP o�enclw d buil�9e�dimensions�L+R by 2a hwilh cYposuro'C ASCE 7-93 Ps 60CA/ANSRS lfMd t00 mi«am hurnwno a-naNina,���sn oceupenoy vcNcols or c2nulc+�eusi,Ury ere qw?ved�o vrind, i�pomhes esist.theyare no�eaposix>>o wind. T�e lum�er DOl inuease o 133,and�ho plo�o B^P�nttease�x 1. 3)All plele=:are NRO platr unlacc olhervvise iadicaled. a)Pro+ide mecF'+Noal connacUon(by othm)ottrv�to Eo��ng pla�e mpeblc ofwilhstinding 13216 uplill+�joint 2 and t32 Ib uplifl��loi��6� "'11't"r",,, S�This lluss ha%been ilesipncd with ANSVTPI t-1995 ail�ria. �\���� N� BON,���i LoAD CASE(S) Standard� `�a��.'�C ET R�o°ay'�y � '��� = �;o'; STATE �w= =�o=��ti Of p.� = � �, �1 � W ���,\ . � ;i� ' �i� -. 'S' ;' ' 07/11/98 09:11 FAS JJO 829 8241 MITEB YOLiNGSTO{9�i' �-.+ BLDRS LBR M.�1RT f�016 Q(y PN I�NIN HOWES--AVERY ": Y489B23 Job TNYY YNSe TYPO ':.t 9 1 �' � N10NOTRUSS -`" �eoesa TOS _ � Hall a�a Hou�Lumb�r Co.Inc,Wr.R�eld, Indiena 4.432 s Jun 9�996 MTek IndusUies.Inc. Wed JUI 0818:50201998 Pa9a 1 . ]at-B —��. -10�9 ' 7501� F—� —�— 1'Ii-B � a.13d 3/ � i / / � S.CO 12 �� � %�/ ' � �. / � i�� — — �`; � ' ! �� �i ��� �_ — � � � , � � i" han �- �d1.9 — � � �-- 3.tt-B ' — DEFL (n) QoC) I/de11 PLATES ORIP SPACIMG 7� �I Na N3 ryp0 197/190 LOaOING(psQ - TC 0.19 V� �7r� Z0.0 Plale�lncreaea �-�5 BC O.W VM(TL) -p.01 24 >899 _ TCDL 10,0 L�imher In�*eue 1.15 � 0_00 Hoa(�L) 0.�0 a tJa BGLL 0.0 Rep S�resc Incr YES ta LC LL NLn I/deP•360 WeiOht:i51b � 9�p� �OA Code BOCP1AN51% — ' -- — BRACING `.� LuMBFR �.. TOP CHORD Sheathed. • TOP CHORD 2 X 4 SYP Ne2 BOT CHORD Rigid telGng di�aNy applied o�6-4D on eenter�recing. �i� . BoT CHORD 2 X 4 SY?No1 ;c) �yyEgg ZX45PFNo.3 RFJ.CTIONS Qb/:2e) 2=208i0-3•5.4=147103-e MLU Horz2•t�3Qaod casc a)�� �d casc 3) .. M3x UpIi1t2=71Q�d ca<e 2). � � FORGES Qb)-Flsl L4aE A��c�"0 ToP CFiaRD 14=8:2- BOT CHORO 2-4=� �' NoTES 1)00 ml ho�6riu�e xaa liner`o�n odccupencY w cpory I,conainon I enclased 6uil�B.of d mens�ons�d5 ft Y�ftwitth!eryes�re'C I�CE 7-�per 60CA/hAN51951(�d th afe ncl exposed te w�nd. Tha Iumber DOL increase is 7 33,and Iha plale 9�P inCreass i�1.33 vertica�s or cant��e�ers esJSt.thcy ara cW os,a�e wina. rc vo«nes eriu, ev� 2)PJI p���05 am MZO p�a�es u�less allie�wlSe IndiWled. ��n ��af wilhat��ding 71 Ih upliR ai join�Z and 4816 uplill atjoin�d. 3)Prwide m�hanical connection(�Y alhers)of t�ss le b�^�B F P� q)This V��%+hes Caen designetl wlth AN51lT'P11-1995 critaria. LOAO W15E(S) SWnderC� "���UI111U(]/�j ��\ N. 60 ���i `����n�� .w...,NOO���i �a �",r�STERE-� 9 'y = ;�n�z5 � ._ — ; STATE �W? :�,p,�'!n�OjF �Q;f�3 �. ... '`'`'Li � l , . „i' • 07/11/98 09:11 F.�LY 3J0 629 8241 3fITEB YOtii�'GSTO{i�i' +-�� BLDRS LBR M.�1RT [dJOli -- aH p�y TRIWNHOMES—AVERV _ Y4B992d Job �Tnr.c TrussType — ,. ROOPTRUSS 1 7 J80Bb< �01 I�. Wed Jul OS 1Bi0:27 1998 Pege 1 �.0.31 s Jun 9 7998 t�NTek I�duslri�, ryail and House Lum6er Co.lnc,Wesllleld.Indlane �^_ � � �_�i_a 91 I . I— t4�� L1t-a 13.00112 \ \ ' \ / �\ 3 / _ ' . �.;, � , i . �,:o a<�, 3.tGN _ �1 � 9.16d .Pla�e O((sets %,Y�' R'o-2-0 cdyaL _ �q� p�FL (n) Qoc) UEert PU17E6 �RIP LOMING (M.� SPAGNG 2-0-� V��) �o - Nn M20 249/1� Plalc Increase 1.15 TC 0.02 N� _ Na TCLL 20.0 gp p,p'3 Ved(TL1 TCDL 10.0 Lumberincreese 7.15 � 0.0p HaRm) 0.00 Na BCLL o.0 Rep�+ess Incr YES tst LC LL fvLn I/dafl=3fio Wcigm:13 ID� gCOL t0A Caae BOCA/PN5185 — -- DRAGING LUMBER ' -TOP CFIO(2D Shmthad. ' ToD CNOR� 1 X<SYP No1 - g0T CHORD Rigid�adi�g d�eclly applled of 6-0.0 on c�adtY��ecin9. BOT CHORD 1 X<SYP No.Z � RFAGTONS(I�s¢c) '1=127fd-t0.8.3=�27f3-70.8 � �az Nnn 1�B(load r�sa 7),3=48(Iv d case 1) Max Upliftl=-23Qaad case a1.3=23(I�sd c+se 4) FORCES Qh)•Fi�sl Lm�d Case OnIV TOPCHORD t•2�-b7.2-a=-67 . . BOT GHORD �=}0 � NOTES �)7his truss hes haen checked i�r unbalanud�e=+d�n9��ii�ms. 2)NI pY�tas are N¢0 praces unl�otnerv+ise Indiwl�d. , 3)Gahle req�ires cantinuou=hollem chora heerin9. _ �Th�'anisc has been design'cd UYAN51li'PIf1t 1995 cnteAa.B P�1e��IL��stantlin5�Ib uPl'rft el�oint 1 a�23 P?upiift al loinl3. . Loav CASE(5) Sianderd `�i01111117t/ll�j�� �\� N. 80 Q/I d°��t,a�S�O'°""••N O�i�i � Y r U�STER�c'•;'D y _ `� � � � - £ �1� • a �;o z STA7E ���.,5 ���;��y pf �p-f'-��"'aa . ,r�, w p� ,`�. ����'�fd L . r— . . � 07/11/98 09:12 F.�1Z JJO 829 8241 MITEK YOLNGSTO{Y1Y +�-� BLDRS LBR 3t,1RT f�018 aty PIY TRiNITY HOME9—AVERV Va89925 Jpy. Truss Tru�Type s. yp3 ROOFTRUSS � � � J80664 � Inc. Wed Jul�91BS0:57199a Pagm 1 � a.0.37 e Jun 91998 NtiTek InJushies. Hall and Hwse LumEer Go.ln�.N1esKield.lndiana il ea-e -� . I---�}�-��J—I. ]-ta �n= �i '1 2 ;'� (j' � i. 1Z00 12 \ 3 t . Jj. . d40 2sa�i 6Z8_ . —1 r� B.bB p��a p���-(7(, ):�p�0.2•0 ednp� , p�L (n) Qoc) Vdefl PLA7E5 GRIP �LOADINO (ps� SPAGING 2'�'� 7C OD7 VeR(ll) - fvT10 249�19� TCLL 20.0 Cletci����e fA5 I 0G O.tT Vert(fL) n/a - Na . TCDL 10.0 Cumberinr.reasc 1.'IS � �� Ho2(R) 0.00 N� BCLL 0.0 RcVSire--s�ncr YES �sILCLL�Nnildc11=3GO WNphY.2116� � BGp� �p_Q Code BOCFJAN5195 — , � '— -- BfiACING ' LUMBER � . Y�P CHORD Shesthed or 6-0-0 on center pud��spadn9. ' TOP CHORD 2 X a SYP No.2 BOT GM�RD Rlgid ccliing ditec�N applied or 6-6�0 on wrtter 6reci�. BOT CHORD 2 X 4 SYP No.2 - ppq�710N5 (IElshe) 1=�0l6.2-8.3auM8-Z-8 3d�e 1J Ma�Hoa t=83poaE osa 1).3=�(k - Met Upliftt=-4�Qoad cssc a).3=4DQoeA case 41 .. FORCES (16)-FintLoad Case OnN - TOV CHORD 1-2=117.2-�-117 � 00TCHORD L3=� ' NOTES �)This(NSS has becn clletked(ar unUSlanced�w��9�°^d�O�" Z)qp plates are M20 plates unless a�herttise indicated, a0 Ib u Ilft al jolnl 1 xd 00 Ib upGft al�oin13. � - 37 Gahle requirt.s eontinueus bq«���T�herd Cu+�ng. d)Provlde me<�ani,r.�l connep�on(bV a�ers)of liuss la heering Dlate npab�c�1whh+tandinq p � S�Thla vvz-has been dc-Jgned with AN51rPl i-1995�ritcd�. , . � LOAO CASEl3) Stan'lard � `1``,11,��jN 711BO/r�,'`'' `` GiJ:..a+j... NOO'�ii �;ptf' . •�. .9 i � � � •G�SSERF�; s� _ :Q'�`,�1175 �§ . = �t�/�oF�A`�`� .. �. •. �I P • ��. . .J�+ -r' • / � • 07/11/88 09:12 F.�S JJO 629 8241 MITER Y'OWi GST0�9N 1y-� BLDRS LBR )fART �019 —� ' p(y Ply TRININ HOMES--A�RY Y4B9926 Job Tn�ss ITruss Type ROOF7RlJ55 � � J&!fi6< �VOB —_-- a.032=Jun 91�8 MlTek IntlusMes.Inc. Wed Jul OB 18i1:Od 1998 Page 1 Ha11�d Fiousa Lumber Co.��c,Weslfield.Indiana ' &9.g —�� �?_ a3 ��-- I- asa `'9'° dx<— \ \ ,Z�r�� � �\ ��\ �� \\ �. j � _ \ .. �d II 'd�4\� .• J1d�i E�9A -� F___ Q�- _ -- DEFL Qn) (loc) Utle9 PLATES GRIP SPACING 2-0�1 C51 VcA(LLJ Nc ' Na MZO 197l190 i.oADING (psq 7p 0.15 ' 7C�L 20.0 Dlalr..lncrcase �•�5 HC O.a6 VeR(TU N� - Na TCOL 10A Lumberincreasc 1.15 WB O.ay Ho2R�J o.00 Na eCLL a.o Rap Strcss In« YES �yf LC LL Min UdcO=360 Wei9p�3416 . _ 9GOL 10.0 Codc BOCAfAN51B5 __ -- gqpGNG LUMBFA TOP CFIORO Sh��hed af 640 en csnlef pu�fin spaciny. �TOP CHORD 2 X 4 5YP No1 BOT CF10RD Rlgid cd6ng dif�ttN��P��aE of 6A-0 n���cf bm�ng. BOT CNORD 2 X d SYP No.2 ' . Om�S 2%45PFNe.3 " q�CTIONS (INsrze) t=214&6-b.3=21Mb.fi-b.4'199/8'65 Mss F1ea�=1o6poad�se 3),�106Qoae case 3) . Maz Up1iM��2QauU mu 6),1-•52Qoad wv:a).�4=-110oad c+ee 4) FoRCES Q67-Rrsl Load G-a Onry . TOP CHORD 1-2�-�1t.2.3=�81� ' BOT CHORD 7-4=0,3-a�0' WEBS �•a=�2� NmEs t)This m�ss h:.+been eheekea far unDakn�ed loading wnaitions- �,; 2)A�I pntes are M3o D�s��unle�z ulhermise indlofed• � 3)Ga61e rcquires mptina��ba«am chnm Cddng. . � ,4)4rovitle mech+���l�a�neolian(bY°�her.)of wu to bc+��6 pWe cnp:+hle d�'n�halanding 521b upGit atjoinl1.521b uplifl atJainl9�and 11�b uplifl��J��^� - y�il�isin�s:hes h�desi9nad n+ll��AN��PI t.7895 crlterv+. . LOAO GASE(9) Standsrd `�����111711J//�J�� �\ IC N. pp �i� `��e��Y ilY�hNO �'/ ���.•G�STER�c�.�9 �.y� a ` =`�2i175 s .' : _ ` � ' STA7E s�; �o; ��d Of �p•r�`��: • .�.s�i'�I P . . i��� ! � • 07/11/98 09:1J F� 3a0 829 8291 �[ITER YOLINGSTO�VN +-�y BLDRS LBR N�1RT f�j020 pry Ply TRINITY HOMES-��Y �� Y489827 Jo6 Tntss Truss Type �, _ � ' J8066a V09-- ROOF TRUSS — 1 a.032 s Jun 91996 MRek Industries,��c. W ed Jul a8185t:11 1998 Pege t Ha11 and Hause Lumbsr Co.Inc,�^1esl11eld,Indiana —� ta10A � f——� SS.a dxd= ' 3 a<n a�su < i2oo�+� \ � / s '' � ' �d�: 3Y0// �d II 2w II 2cA I I ' tc�o.e �-� � �`— 1a,m . � — — — o� rn) na� ua�n rwres cwP SPPCING 2-�-� �� - Ma M20 197/190 �oADING(p+Q TC oA< Ve��) Na Ne � TGt1 20.0 Plalaslncreesc 1.15 BC 0.� V`nRU NT " � TCOL 10.D Wmbcrincrc�-e 1.75 0.00 Na � BCLL 0.0 RepSVesslncr YES WB 0.0'! ���rn'LLNfinUdeFl�� WoigM�51Ib�: BGDL 10.0 Cod= 60CNPN5195 �� _ — d�. — — gRppNO LUMBE0. TOP CHORD Shealhed or 6�0-0 an centef purlin apacin9. TOP CHORD 2 X a SYP No2 BOT CHORD Rlgid�eifing direelly�DP��ed or 8�0-0 on een�er 62eing. " gpT GFIORD 2 X d SYP No2 '� OTHEl25 2 X 4�PF No.3 S'; REqp71oN5 (Ib/sae) t=119/to-10�8,5=11�OSB oad ca e 2)t���t7f7o.ttr8.8=317110-t0-8 µaz Horz 1=168Qoad case 3), P Max UpiiRt�-SQoa�l�as 2).�^P°ad°se 3).7=-09(I�+d ca%e 1):N-187Qc�d raa��.S'.'787Qoad�sc a) .. (v1.0 Grav t='I 15(load case S�.5=115(I�+d wse�.T=117(load ca�4):6�317Qo�d msc 1).8=317Qaad�se 1) FOPCES Qh)-Flrsl Laad�se Only TOO CNOPD t•2=&9,Z-�56.34`�.+E�,4-5`-66 ' yp7 CHORD 1-8=�,7-8=0,6-7=0,5-6b ' WEBS ?_7•a.45�-207,2-6=207 • NOTES > t)7nls vuse:has been chccked far unbaianced badin9 ro�n������ ' 2)A�I plaln are M20 pLices uNGSS olhziw-K,e Indlralcrl. 587 Ib uplifl al lainl 6 aM 3)Gable requiRS coN�nuau:hatlom chmd Oearin9. a)Pro��Oe mcGhenic�i oonnectian(hY°u�'s�of W ss�°b�^�9 P�«���e d wil�stand'my S lb uP��M et�oint 1.S lb uplill at jainl 5,4910 upGR at joinl , 187 Ib ep��h al join:B. .,�- s�This mas h.e been desi9ned wilfi�`II7PI 1-7995 criteria. `,``�`ESiIIN 11�ON,���i LOADCASEfg) Stendard `�� �`�.W�'•y OD I��/ �. �.;���STEqc�. 9 $ � _ ;:� 2i175 �; _= =_:o;' " STATE ?c�e �� � � �p��``a�y�i P�Pi� �� . ���`'�ri�� .� •