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1317.98 Truss Plans
r�__ ° MiTek Industries Inc � PO BOX 7359 ST LOUIS MO 63177-1359 M iTek� id515 NORTH OtJ�ER FORN CHESTERFIEID MO 630V-5746 USA FAX�314�434 5343 . TEIEPHONE�314)434 1200 Re:huffman The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc. under my direct supervision based on the parameters provided by K & K Pages or sheets covered by this seal: J544087 thru J544101 My license renewal date for the state of Indiana is JULY 31,2000. `����uo�niq��i `��� �ER J. /y�.��p� ``,���`�qOP�y+';gTEqFO�4'��L: �_� :m�.�. • No. � �V� pE.19800233 � � C : :¢= 9•� STA7E OF ��W 3 ��G��P��e NDIAN���`.,\2J`� i����FS9lON���a```�� � � �� October T6,1998 Newhouse, Chris The seal on these diawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particulaz building is the responsibility of the building designer,per ANSUTPI-1995 Sec. 2. .bti �Truss . Truss Type - pry pN J544087 � HUFFMAN CAP& PIGGYBACK � 7B 1 K 8 K�Indus[ries,Montgomery,In 47558� 4.0-32 s May 211998 MTek Intlustnes,Inc Fn Oct i6 1226:181998 Page 1 , a-�-t � 7�0 � �-ia�s � �a�ao ai-i a�ais aiais a.i-� 4x4= 4 SEE SHEEf ST�P801 FOR PIGGYBACK CONNECTION DEI'AI45 8.00 12 1.Sz4J 1.Sx4�i 3 5 � 2 6 r � 7 N lo,� 4x4= 8 4x4— d 3x8= �-ao � ta-0-o �.ao �-ao LOADING(ps� SPACINO 2-0-0 C51 DEFI (in) (loc) Udefl PLATES GRIP TCLL 20.0 Plates Increase. 1.15 TC 0.64 Vert(LL) -0.O6 2-B >999 M20 249/190 TCOL . 10.� Lumber Increase 1.15 BC 0.38 Vert(TL) �0.15 2� >999 BCLL 0.0 RepStressincr YES WB 0.1} Horz(TL) 0.08 7 Na BCDL 10.0 Cotle UBC/ANSI95 (Mauic) 1st LC LL Min Udell=240 Weight 591b LUMBER BRACING �TOP CHORD 2 X 4 SYP No.1 TOP CHORD Shea[hetl or 6-0-0 On tentef purlin spacing. BOT CFIORO 2 X 4 SYPNo.� BOT CFIORD Rigid ceding tlirecty applied or 10-0-0 on center bracing. WE&S 2X4S1PNo.2 REACTIONS (IWsize) 1=548N3-8,7=548/0�3-8 Max HoR 7=69(load case 4) Ma¢Up1iR 1=-t(load case 5),7=-1(load wse 5) FORCES (Ib)-First Load Case Ony � TOP CHORD 1-2=-233,2J=-852,3-0=-656,45=�656,5-6=-852,6-7=-233 BOTCHORD 2-8=706,6A=706 WEBS 3-8=-267,4-8=535,5�=-267 NO7ES 1)This Imu has been checked for unbalanced loatling cond'Rions. 2)This lmss�as oeen designetl tor the wintl loatls geneate0 by BO mph wirWS at 25 R above ground level,using 5.0 ps!lop c�orC deatl loatl antl 5.0 psf 6ottom chard�ead loatl;100-mi from�urricane oceanline,an an occupanc.y.category I,contlRlon I enclosetl huiltling,of tlimensions 45 R Dy 24 R with ezposure B ASCE 7-93 per UBC/ANSI95 I/entl verticals or-cantilevers ebst ,tliey are e�q>oSeC to wind. If porches exist,lhey are no[exposetl to wina. The lumber DOL Increase is 1.33,anG t�e plate gnp increase is i.33 3)All Dlates are M20 plates unless otheiwise inCiwleE. 4)This truss has been designed for a�0.0 psf bottom c�ord live loatl nonconcurten[with any other live loads per Table No.�6-B, ``�����11��11�p��' UBC-94. `�� E �, �y J��� 5)Beanng at joint(sj t,7 considers pa211efto grain ralue using ANSI/iP11-1995 angle to gain lortnula.'Builtling Oesigner ��\��Q� ��••�F{y /� shoule veiity capacrty of tieanno suRace � •'�. STEp -S' �/• 6fProvitlemechanicalconnxt� �„-"' ,r �. r..,�c..6k�. i � '^ . I'.:��.q�L:l w?�•�„4-� '' � °,::.0 I[1 ... .t 1::2:1 1•tl ! e ' at joint 7. . •. . - . ,. �` � ^-s�•�'•. e�a<� 7)This iruss has been tlesigned with ANSIRPI 1-1995 cnteria. � '' � "' ''° � -V� pE-�8600233 • � • .. LOAD CASE�S) Standartl i Q� :�q .9� sT�rEOa ��w� ��i� •. �NDIAN i°�2��� ��� '������ ` �� ����i i s s�0 q A�,►������ October 16,1998 0wnrwrxc�v..{/y a.ay.�ya�o�.�.e..:a,�a xewn xaras ox rats.wn navaxse srna eeroae usa. ��� �,Dmlqn volltl bi vw onN w'n�.Mliek wnneclois.1�6 tleilpn b�baseC onH upon Da�dmelen Nown,antl'k b�an N0NWw1 bulqlnp componanl lo be bslalktl antl batled vetllcalry, AppYCablllly ol.tlesipn.pa�ameleu antl p�opet Incoipaatbn o�canponeN h�mponslbfltly ol bulqlnp�tlecpne�-nol�ms� 'tlespnei. Biadn9 s�own'.h foi Wbwl�uppo�t o1,btlNklua(web"mamben onN.ACtl„brwblempoiary.bioclnp�.to Insuie tlablllly tluilnp consVUCibn h tne iesponilbllity ot I�e eiectoc Atltltlbnal peimonent Diaclnp ol llw ove�atl�haclma h��e ixponnew�y.oi�ne bulWlnp tlesqne�.Foi�peneial.puWance iepoitllnp Iobikatbn.,pualMy contiol slwape,GelNery,eieclbn anA biaclrp.aonsulP051�lE GuaIXy5lenEaM,DSi-0D B�aclnq Sp�cllbatlon,anE NU-Vl M iTe k� Hantlllnp Im}alllnj antl IwcUp N�comm�ntldlbn avalbble��om iwsi Pbb Ini111Na,583 D'Orwl�b Dilve.MaOhon.W 153)1 C. ST - PB01 MlTeklndus4ies,lne. �� Q Mamh 20,1997 Pafle 1 of t PIGGY.BACK TRUSS CONNECTION DETAIL THISCONNECTIONDETP1LT08EUSEDWHEN: - BASE TRUSS SPAN<5p nrao riccvaacic sr�w<zs� PIGGYBACK TRUSS MAXIMUM PURLIN SPACING=24'O.C. ��. OR THE MAXIMUM SPACING ALLOWED ; ��. �ON THE TOP CHORD OF 7HE BASE 7RU55 ` BASED ON�ESIGN RE�UIREMEMS. ATTACH EACH PURLIN TO TOP CHORD OF BASE`iRUSS WIiH 2-16d NAILS. \ `,\ � � � \ \ ` \ `� �� ',''���"__""..._..""_'............il-: "_"'_' _....."""_"""'.. `V'�_...._. ...... � ��..��.\.. /�' : . :""'. ... � i(.. ;' . .....__"""___"' ' L� _. " >a""i '_' ""__' V. ..:� " ' ]'`y "'___'__.......[fp:::::""'__:.:::::i:'_E4""'_':::::::::::::i:'� " " "_"'__""_'A9"'_'_'_"' ' . """""""'_"_ „•. '-'. (e'� " � ' � , \ .. \" '"_!-.•.. iJi:::: � "� ` 1 2 ` ; `,\�� � �: :`\`,. �3 : : � �_ NOTE: \ �. � ��\� A PURLIN TO BELOCAiED �� �. � �. AT EACH BASE TRUSS JOIM. \ � � � � � �� �\� � � � �. ��.�\�\ BASE TRUSS ��`�\\ � � �' �. � � � � . � \ ��. �. `.\ \ � \ � ` ` '� �. `� `� � \ � \ �. � � � \ : . � . .. . . . USE ANY OF TME THESE THREE�CONNECTION OPTIONS AT ALL BASE TRUSS JOINTS. -��� � ATTACH MITEK 18ga�7H HAb4AER-0N PLATES ON EACH SIDE AT EACH BASE TRUSS JOINT. OR � FIRAMINGANCH RON CONNECTING �O�`IERI�r'Hl��ii�� PURLINTOPIGGVBACKTRU55 �� Q�.�'••.F � AND ONE CONNECTING PURCIN r� • � �R •y �� � TO BASE TRUSS AT BASE TRUSS JOINTS ` �y{Q. FO i�G�� • •Ni • •m � =V� pg. 88� . OR = . .Q,L . :9� 5TATEOF �tr��� �.�� Ex8'Y12'PLYWOOD(or7/1605B) ��I�D����NDIAMei•`�,�\ \ j/ ATfACH WETH 3-6d N/U S ,�����iSS�011 A;��`�` INTOEACHCHORDFROM �CtOb2f 16,1998 EACH SIDE:(TOTAL-12NAILS) AWAR!!!NO-Ysr�fy d�alyn p¢rametm and RLAD NOT69 ON�.TMS AM1%L'ERSE�SIDC BEFORE IISG• �O� Dnqn va11G b�uu�only wXh Mpek eonnxlou.ihh tleslpn b baeed onN�C��pe�ametemMOwn.anO bdor an IntlNltlual buWinQ�<omponenl lo be � bslalbC ontl botletl vstlkalN. ADG�abAtly ol tleslpn poiomele�t antl qopei,hcapoiatbn ot component k ietponslbl0y ol bulltllnQ tlespnei�nol Luu Aesipnei. B�acln9 s�own YJa blewl�uppo�oi IntlWWUaI weD memben onN�A�nbnal tempaaiY biaclnp Io�NSme HabUpy tlw4W condmclbn b IM iespon4b�my ot-Ihe eiecia.AtltlBbnaPpeimanent biaclnp�ol l�e ove�atl�oVUC�uie k I�e iesponsbllHy olihe bulqlnq tletlpnei.Foi penewl quUance ieqoitlln0�obibatbn,quollty coniwt slo�ope.tlallvery,aec�bn anE�biacln9.consutl CSi�t!'Gwltly SlanGeM.OSB�EV�mclnqS{»elticalbn,anC HIL91 M iTek� 'Nanallnq Intlalling oM Iracl�p R�comm�ntl�lon ovolbble I�om tiuss Plate InstlNte.'S93 D'Onolib Drlva.Maahon.W I 53)1 C. Job Truss Tnus Type � p�y py HUFFMAN CJ05 ROOFiRUSS Z � J544088 K 8'K InCUStries,Montgomery,In 47558 4.0-32 rMay 221998 MTek Industnes,Ina Fn Oct16 122679 1998 Page 7 -d-54 57-74 7-5-0 5744 1.Sx4 I I 4 3 8.49 12 4x4 i �1 7 1.Sx4 II 4x4= s�-ta � i s�-ta PlateOlfuls : 2:0-1-00-1-12 LOAOINC (ps� SPACING 2-0-0 CSI DEFL (in) (loc) Udefl PLATES GRIP TCLL 20.0 Plaleslncrease Tt5 TC 0.30 Vert(LL) -OD2 5-6 >999 M20 249A90 TCDL 70.0 Lumber Increase 1.15 BC 025 Vert(R) �0.05 5-6 >999 6CLL 0.0 RepStresslnc� NO W8 �.12 Hoa(IL} 0.00 5 Na BCDL 10.0 Cotle UBC/ANSI95 (Matriu) 1sl LC LL Min I/tlefl=240 WeighC 361b LUMBER BRACING TOP CFIORD 2 X 4 S1P No.1 TOP CHORD S�ealheG. BOT CFIORD 2 X 4 S1P No.1 BOT CHORD Rigid ceilirg directy applied or 10-0-0 on center bmcing. WEBS 2X4SVPNo.2 RENCTIONS (IWsize) 5=163/0-4-0,6=230N-0-75 Maz Horz 6=-106(Iwd case 3) Max UpIiR 6=-64(loatl case 4) FOfiCES pb)-First Lwtl Case Only TOP CHORD 1-2=54,2-3=4,3-4-0,2-7=-95 BOT CHORD 64=6,5�6=6 WEBS 25=-6,3-5=2 NOTES 1)'Ttiis truss has been tlesignetl for[he wintl loatls genersteC by 80 mph vnntls at 25 ft abwe gmuntl level,using 5.0 psi top chor0 tlead load antl 5.0 psf bottom chord tlead loaQ 100�mi irom hurricane oceanline,�on an occupan�y category I,condi[ion I enclose0 builtling,o(tlimensions 45 R by 24 M1 with ezposure B ASCE 7-93 per UBGANSI95 If end veiticals or cantilevers ewst ,.they are ezposed to wind. If porches exist,IAey are not exposed to wind. The lumber DOL increase is L33,and�[he plate gnp increase is 1.33 ' 2)All pWtes are�M20 plates unless otRervnse ifMicatetl. 3)1Tis truss has been designetl W�a 10.0 psf bottom chord live load nonconcurtent with any othar live loatls per Table No.16-8, ````�����R�j������''' UBG94. 4)Provitle mechanical connection(by o�hers)of[mss to tieanng plate ppable of withstanding fi41b uplift at joint 6. Q QQ.�•'���• h' ��j 5)This[mss has been tlesigned wdh ANSIRPI b'1995'critena � `�� �C! �REp.y0��� • �Gi LOAD CASE(S) SWntlard Q• •N% ^ x• 3 •m' 1)Reguiar.Lumber Increase=1.15,Plate Inciease=1.15 � .�B ' Uniform Loads(pIQ = • � Vert:1-2=-60.0 • •�C TrapezdCal Loatls(pl� . i'�� � Vert:7=0.0-to-6=-11.3:6=•11.3-to5=-713.1 i9 •. �AtEOF ���1 �q��w��;•�NDI�e��6���`� i����Sg,�uA`�l�`��� October 16,1998 A WARNIHO-�Vsr�fy d��lyn pa�nmffen and RCAD XOTS9 OXTAIS AND R6YEF&E SIDE BSFORE�USE. �v@�� Desqn vaNtl loi use onN w„�MRek conneclors.IDh tleslpn h based�onN�PO�.Pa�amelen.NOwn,antl'h Iw an IntlN10eo1 DuW4i0�<omponenl lo be � Inslolletl anC��botletl vetlkaqy. ApP�abWty ol tleslpn paiameleu ontl piopenlncapo�albn otkompononi k�esPOnzlblllty ol bulltl�n0 tletqnei-nol buu `tlesqnei.Biaclnp Nown 41a latewl suppo�l ol YWWWUaI webmemben on1y..Atltltlbnol Iempoia�Y aaelnp lo Mtms�slablllly tlminp eondmclbn k t�e iesponsltll4ly ol t�e mxla. Atltlllbnal peimanenf biaclnp'ol Rie ove�cp�q�uclme k Ihe ixponsblllly ol t�s bulltllnp�tlmpnei.Fa Qeneial pultlance .iepoiBlnp�abikolbn,quoltly eonliol itoiape,tlellvery,�aix�bn antl biaeln9.�a�sutl OSM1El��pualtly,5lceWarQ DSl�lV boelnq Sp�eHleaflon,aiM NIB-91 M iTek� MonCllnp Intlalllrq ontllroclrp p�comm�ntlotlanavalbbK Iiom�LUSS Ra�e InS�ltule 593 D'Onohb Dilve.Matlkon.W153)10, Joo 7russ T�lss Typc p�y - p�y 2 J544089 HUFFMAN HOi ROOFTRUSS � K&K IntlusVies,Montgomery,In 47558 4.032 s May 221998 MTek Intlustnes,Iric. Fn Oct 16122621 1998 Page 1 -7-0-0 4-0-0 .10.0.9 166-0 20-0-0 21-0-0 7-0-0 4-0-0 fi0-0 6�0�0 4-0-0 1-0-0 4x8= 4x8= 1.Sx4 I I 3 4 5 12.00 12 BxB= Bx8= 2 6 �� 7�o 12 11 10 9 8 4x4= 3x8= 4x4= I a�° I �°�o-o I. is�o�o I Za°° i d-0.0 6Q0 5-pp q.p.p Plate ORsets X �. 2:etl e 0-6-9 3:0-6-0 04-72 5:08-0 0-1=12 6:ed e�-6-9 LOADINO (ps� SPACINO 2-0-0 CSI DEFL (in) Qac) Utlefi PLATES GRIP TCCL 20A Pla[es Increase t15 TC 022 Vert(LL) -0.O7 10 >999 M20 249/790 TCD� 10A �umber Increase� 1.15 BC 0.14 Vert(ft) -0.03 9-10 >999 BCLL 0.0 Rep Stress Incr NO VJB 0.08 Ho2(TL) 0.00 8 Na BCDL 10.0 Catle UBGAN5195 1 sl LC LL Min VCefl=240 Weight 276 Ib LUMBER BRACING TOP CHORD 2 X 4 S1P No.t TOP CHORD Sheathed or 6-0-0 on cen[er purlin spacing,�except end verticals. 807 CHORD 2 X 6 SW No.t BOT CHORD .Rigid ceiling tlirectly applied or 6-0-0 on center bmcing. WE&S 2X4SYPNO2 REAC710H5(16lsize) 12=1794/0-3E,8=7t94/03-8 Maz Ho2 12=d53(load case 3) Maz UpIiR 12=40(loatl wu 5),8=-40(load case 5) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=24,23=-1091,3-0=4212,4-5=-1212,5-6=-1091,6-7=24,2-12=4085,6-8=-0085 BOT CNORD 11-72=-0,10-'It=773,9-10=773,8-9=0 WEBS 3-11=140,340=551,410=-348,5-10=551,5-9=140,2-17=779,6-9=779 NOTES 1)2-ply Iruss lo be connected together with tOE Common(.148'Kd")Nails as follows: Top chortls connectetl with 1 rrnv(s)at 0-9-0bn centec Botlom choras connectetl with 2 row(s)at 0-9-0 on center. W ebs connectetl as follows:2 X 4-1 raa(s)at 0-9-0 on center. , 2)1Tis lruss has been c�ecketl lor unDalanced laading cronditions. 3)7Tis truss has been tlesigned lo�the wintl loatls genersled Dy 80 mp�winds at 25 R above ground level,.using 5.0 ps!top chord tleaC load antl 5.0 ps(bottom chord deatl IoaO,100 mi from humcane oceanline,on an occupan�y category I,conditioo-1 ���������, enclosetl builtling of tlimensions 45 R Dy 24 R wit�ea7wsure B ASCE 7-93 per UBC/ANSI95 If end verticals or cantilevers eais[ `�\\�� 4/�� [hey are exposed lo wintl. If porches ezist,[hey are not exposetl to wintl. TTe lumber DOL increase is t.33 antl ihe plate t\�Q�ER ��NCC�/��� gnp increase is 1 33� �� Q .•' I 4)ProviGe aGequate tlainage to prevent water.ponding. ��� �� G�S RF'�Q��i� 5)All plates are M20 plales unless othervnse intlicated. � � • � � •G^ 6)This tNSS has been Oesignetl.for a 70.0 psf bottom c0ortl liveload nonconcurtent with anybther Irve loads per Table No.�16-8, � $� N • •m^ UBG94. � • •18 � � 7)Provide mechanical connection(by others)of W ss to beanng plate wpable of wit�stan0ing 40 Ib uplift at joint 12 antl 40 Ib � � upliR at join[B. � � ��� e)This truss has been tlesiqned with ANSIlfPI 1-1995 cntena. ¢� • �ATE OF . �v� ♦ �oqccas s sandara ����9�io�• �k01AN i �'Z'w� 1j Ueg�ulr'anr.Lum�beP�crease=1.15,PWte Increase=1.15 ��/���$s����;f,�`�`` Vert:1-2=80.0,2-3=b0.0,3-0�-60.0,4-5=1'i0.0,�55=-60.0,6-7=�60.0,77-12=-54.2,10-11�=-54.2,9-10=�54.2, 8-9=-54.2 October 16,1998 �WARNINO�Ver�fy dedpn pnramsten and READ NOTSS ONTfD3 AIYD RLVE(LS6 S1DE HEPOAE USE. ��� � Deslqn valltl'bi a�e onN'�'hh Mllek connecb�s,l�b tlesyn k basetl ontybpon pa�amebn�0iown,antl b Iw on htllvMUal bvlkllnq<omponenl lo Oe � �nsblbtl antl batleG vetlleally. AppNCabIIRy ol de=Iqn paiomeleu anO piope�IncoiPOta�bn ol canponeM h iesponslDlltly ol bulqlnp Cospnei-no�Imu tlesqnai..B�aclnp Mown 41a ble�al�uppo�l�ol IntlNltlual web membe�s onN.A�„brwl Iempoioiy�Gaclnp lo Insme slabAl�y tlmNp const�uclbn X tne ieiponslbWty al-IDe�eiecta.ACtlllbnal'.pa�manenl biacNp ol ihe oveidd�tlmclme h�M.iesponslbWly.ol9�e bulqln0 tletqneC foi panaial puWOnce iepoi0lnp lobilca�bn,quamy coniw4 tlompe,tlallvary,eixlbn antl biaclnp.consutl GSirlE Cuailly 5lontlam,Dsi-!9 e�aclrp Sp�cXkalloq.ontl NU-Vl M iTe k� Xentllinp Imtalllny anC Brbcirw 9�comrti�Malbn avalbbk liom]russ Plata Insttla�e.583 D'Onobb Dibe,Matlkon,W153110.� .1ob Truss Truss 7ype - p�, pN HUFFMAN H02 ROOFTRUSS � � J544090 K 8 Klntlustnes, Montgomery,In 47558 4.032 s May 22 1998 MTek IndusMes,Ina Fn Oct 16 122622 1998 Page 1 (�� �� � iD-0.0 I 14-0-0 I 10.0.0 �7� 7"�"a �*� 4-0-0 4-0-0 6p0 1-0-0 4x4= 4x4= 3x4= 3 4 5 12.00 12 1.Sx4 I I 1.Sx4 I I 2 6 �' � �� 0 11 10 9 8 3x4= 3x4= 3x4= 3x4= � s-aa � ia-a-o � zo-aa � � s o-o sao Plale Ottsets ; 3:0-2-0 0-1-0 5:0-2-0 0-1-0 LOADING (ps� SPAGING 2-0-0 CSI DEFL (in) (loc) Vdefl PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.38 Vert(LL) -0.09 9-1D >999 M20 249/190 TCDL 70.0 Lumber Increase 1.15 BC 0.41 Vert(ft) -0.19 9-10 >999 BCLL 0.0 Rep Stress Incr YES WB 0.35 Ho2(TL) 0.01 8 Na BCDI 10.0 Cotle UBC/AN5195 tst LC LL Min Utlefl=240 Weight:139 Ib LUMBER BRACINO TOP CHORD 2 X 4 S1P No.1 TOP CHORD SheatheE or 6-0-0 on center putlin spacing, except enC verticals. BOT CHORD 2 X 4 S1P No.1 BOT CHORD RigiG ceiling Cirectty applietl or 70�0-0 on center bracing. WE85 2X4SYPNO2 WEBS 7ROwa[mitlpt 3-11,SA REACTIONS (IWS¢e) 17=857/0-3A,8=857/0-3-e Max Ho2 77=-203(load cau 3) Max UpIiR'It=30(loatl cau 5),8=-30(loatl case 5) FORCES QD)-First Loatl Case Only TOP CHORD 1-2=24,2-3=0,3-0=-503,4-5=-508,5-6=0,6-7=20,2-11=-241,6�=-249 BO7 CHORD 10-11=492,9-10=577,8-9=508 WE&S 340=262,410=-745,49=-135,5-9=253,341=-743,5$=-747 NOTES 1 j This t�uss�as been checketl lor unbalancetl loatling conC�ions. 2)This truss has been tlesigned tor the wina loatls gene2ted by 80 mph wintls at 25 R above ground level,using 5.0 psf top chortl tlead load and 5.0 psf bottomb�ord tleaiJ Ioad,�100 mi hom hurticane oceanline,on an occupancy category I,contlitionJ enclosed builtling,of dimensions 45 R by 24 M1 wdh exposure B ASCE 7-93 per UBC/ANSI95lf end verticals�of cantilevers ezist ,they are e�oseC to win0. If porc�es exist,lhey are not e�osed to wind. iTe lumber OOL'uicrease is t38,antl the plate gnp increase is 1.33 \l�����f 77 3)Provitle atlequale tlrsinage lo prevent water,ponCing. `��\\1 I���� 4)All pla�es are M20 plates unless ol�e�wise intlicateA.- ��\Q�ER J�Hf�y���� 5)This Wuhas been designed for a 70A�ps(bottom chord Irve load nonconcunent wiM any olher live loatls per Table No.16-8, Q Q uBGSa. " `�� �.•Gt TE/��C.tiO��i 6)Prwitle mec�anical connection(by othere)of truss to beanng plate capable of v�thstanding 30 Ib up1iR at joint 11 and 30 Ib � • � � •G�¢ upliM1 at joint 8. S'• O. •/�+ 7)This Wss has been tlesigned vnt�ANSI/iPl 1-1995 cntena — • E.� 00 33 • � = • � LOAD CASE�S) Standard � •¢� • gTATE OF :�� . ` ^.�o %9 . . �i ��i 0 .�ND I AHe i \���� ''����iss fONA�t�`�� October 16,1998 0wexxixa-v.r{fy a.dy.�ya��...aa�nc�nn xaras ox rurs.vm xevansc srna ssrona use. ��� Deiqn valkl bi uae onN M'n� MRek Gonnectas.Ihh tleslqn h basetl onN�POn paiamelen.=hown,antl h la an bWMdual bulltllnQ�eomponent to be InslalkA ond�baCetl vetlbaW.�ADP�ebIA�y ol'tleslpn paiametm�ontl�poper 4woipoiatbn ol component b iesponslbYlty ol bvlltllnp tlxqnei�nol tiass � �tlespnei`Biocinp sliown.k la hteial tuppoil ol NENWUaI web membeie onN:�Adtltlbnal tempo�ary DiacVpJo NsNe s1oblYly tlwlnp conslmclbn k I�e ietponilbllllY o� ��e eiecla. AGdtlbnal pe�maneM�Diaelnq�oLlOe oveial qwcWm k t�e�esponslbPlty ol��e bulWlnp tleslpner.Foi 9aneial pultlance �:iepo�0lnp labikalbn,quallry conbo4��oiaqe,tleAVery;eiac�bn antl Dwclnp..colnutl OST-E!Ouolfly SYandmq OS��GV�mcin9 SPKn��o��on.antl NIA�VI M iTe k� Hantlllnp Intlalllnq anO lmclna N�com mmtlotbn avallabM Vom Lass Pk�le Instllute.583 D'Ono410 Dtive.Matlhon,W I53JI C. Job TNSS TrussTyp¢ p�, pN J544091 HUFFMAN H03 ROOFTRUSS � 7 K 8 K�Industnes,Montgomery,In 47558 4.032 s May 22 1998 MiTek Indusfnes,Ina Fn Oct 16 122623 1998 Page 1 � 3971 I 7-e-0 I 71-8-0 � 15&d � 1�� 1417 316d f-0�0 3-10-0 4-7-12 1-0-0 � 4%4= 4x8= 3 12.00 12 4x4// 4x4�� 2 5 t.Sx4 I I 1.Sx4 I I 1 � 6� t� � 0 11 10 9 8 3x4= 3x8= 3x4= 3x4= 7-ao iiao tsao �ao a-o-o eao PW�e Olfsets : 3:0-2-0 04-7 .4:0-2-12 0-2A LOADING(ps� SPACING 2-0-0 C51 DEFL (in) (lac) I/dell PLATES GRIP TCL1 20.0 Plateslncrease 1.15 TC O.1B Vert(LL) -0.10 8-9 �999 M20 249/190 TCOL 10.0 Lumberincrease 1.75 BC 0.43 Vetl(iL) -0.21 8-9 >999 BCLL 0.0 Rep S[ress Incr VES WB 0.41 Hoa(iLj 0.01 B Na BCDL �0.0 Code UBGANSI95 tst LC LL Min UtleB=140 Weight 1451b LUMBER BRACING TOP CHORD 2 X 4�SYP No.'I TOP CHORD Sheathetl or 6-0-0 on cen[er pudin spacing, except end verticals. BOT CHORD 2 X 4 SYP Nu.1 BOT CHORD Rigitl ceiling Oirectly applied or W-0-O on center bacing. WEBS 2X451PNO.2 WEBS 1Raaatmidpt 4-70 REACTIONS (IWSize) 11=775/03A,8=844/0-3E Matt Horz 11=-269(loatl ou 3) Max Uplift 11=-3(loatl case 5),8=-28(loatl case 5) FORCES (Ib)-First Loatl Case Ony TOP CHORD 1-2=0,2�3=584,3-0=-019,45=-592,5-6=-0,6-7=24,1-11=-107,6-8=-�86 BOT CHORO 10-11=454,9-10=425,8-9=486 WEBS 2-t0=-59,3-10=171,410=-15.49=190.5-9=-97,2-17=-746.5-8=-755 NOTES 1)This Wss has h¢ep checked Poaunbalanced loading cantlitions. - 2j iTis Vuss has been designetl(or Ihe wind loads gene2ted by BD mph wintls at 25 ft above ground level,using 5.0 psf top chortl tleatl IoaC antl 5.0 ps(.�ottom chorG tleaC load,100 mi fmm humcane oceanline,on an occupancy calegory I,�.contlition I enclosetl building,of tlimensions 45'ft tiy 24 M1 with ezposure B ASCE Z93 per UBC/ANSI95 If end verticals ar cantilevers ezist ,Ihey are exposetl to wintl. If pomties exist,t�ey are nol exposetl to wind. The lumber�Ol increase.is 1.33,and the plate gnp increase is 1.33 �� � 11,�1"'++ 3)Prwide atlequare drainage to prevent vrater ponding. ��\\1 1/�� 4)All pWtes are M20 plates uNess otherwise inEiwted. t�\�Q��,R J�Hf ����� 5)TTis truss�as been tlesigned for a�10.0 psf bottam c�oM INe load nonconcunenl with any other live loatls per TaCle No.16-8, y�,•Gt5T EqF.yy0��i UBG94. 6)Prwide mechanical connection(by ot�ers)ol Imss to Oeanng ptate capable of wiNStanding 3 Ib uplift at jolnt 71 antl 2B Ib ��Q� � �N� upl�l at joint 8, � 7)This Wss has peen designetl wi[h ANSIRPI 1-7995 cntena. ❑ � � � �0023 eT � LOAD CASE(5) Stantlard � • � �9� STATE OF ��ti: ,''''�o�FSS�Oq1A,E�6`a,``� October 16,b998 Qw.+rwrxo-v.�y/y a.dy�.ya.�r...a.�a r¢wn xares ox rats.um xcvaxsc srna scroxc usc. ��� Dxlqn`valitl loi�use onN M'n� MRek eonneclors.�ih6 Eeslpn b.baeetl onN upon pa�ametei`�hown.antl hlm an AitlNkYUai DutltlNQ canponent lo be Milalktl antl batle0 veitbaNy. Applkabltlty ol tleslpn poiameteu antl qope�Inco�po�atbn ol componeM4�iesponslbllYy ol bulldlnQ tleiqnei�not huss � tlespnei. BiaclnQ sMwn b'lo�hlmal suppoil oPhdNltlual web members onN�Adtltllorql lempo�ary tiiaeinq�to:NSU�e 9ablYty tluMQ consl�ucibn 4 ihe iespongblllty ol t�e mxloi. Atltltlbnal:peimanenl biaclnp ot t�e ove�oN qwduw k t�enesponslbWty ol l�e bulltlMp tleppnei.Foi,penaal pulCance 5eqoitllnq�abi 1a�lb�a emcl'p R�comm�ooatbn avallable�iom tanss cia�e�n9u��e,5B3 D'Ono�lo�„va,MatlkonDW�s i'JmcVp'Sp�cMlcotlon,antl NIB-Vl ��Te k� - None�lnp Inatolll lo. , JoD Truss T`uss Type py pN J544092 HUFFMAN :101 ROOF'fRUSS 2 � K 8 K InGUStnes,Montgomery;In 47558 4.0-32 s May 22 7998 MiTek Industnes,Ina Fn Oct 16 122fi:24�998 Page 1 I -t�o-o I 2�o-� 1-0-0 2-0�7 4 12.00 12 3 � 2 1 4x4�i 3xe I I 2-0-7 � i 2-0-7 Poate ORSe�s : 2:0-0-3 0-5-1� LOADING (ps� SPACING 2-0-0 CSI OEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.05 Vert(LL) -0.00 2 >999 M20 249/190 TCDL 10.0 Lumber lncrease 1.15 BC 0.03 Vert(fL) 0.00 � >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Ho2(R) -0.00 4 Na BCDL 10.0 CoCe UBGANSI95 (Matnz) 1st LC LL Min UdeB=240 Weight:131b LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 TOP CHORD Sheathed. ' BOT CHORD 2 X 4 S1P No.1 BOT CHORD Rigitl ceiling tlirec[ty applie0 or 6-0-0 on center bacing. S�IOER LeR2X6SWNo.11-5-0 RFJICTIONS (IWSize) 4-41/03A,2=151/03-8,5=19/0-0-0 Maz Horz 2=64(loatl wse 5) Ma�c UpliR4=42(loatl case 3),2=-18(Iwtl case 4) Max Grav 5=37(IOaC wse 2) FORCES (Ib)-First Loatl Case Ony TOP CFIORD 1-2=22,2�3=£3,34-'19 BOTCHORD 2-5=0 NOTES 1)Tt�is truss has been tlesignetl for ihe wintl loatls genereleG by 80 mph wintls at 25 R abwe gmuntl level,using 5.0 psf top chortl Ceatl load anC 5.0 psf bottom chortl dead load,100 mi hom humcane oceanline,on ari wcupan�y category I,conEition I endosed builtling,ot.tlimensions 45 R by 24 R with exposure B ASCE 7-93 per UBC/ANSI95�1(end verticals or cantilevers exist ,Ihey are exposea to wind. If po�ches ewst,[hey.are not exposetl to wintl. The lumber DOL increase is t.33,and t�e plate gnp increau is t.33 2JAll pWles are M20 plates unless othervnse Intlicatetl. �11������, 3)U i��ss has been tlesigne0 fo`�otOhersS011russ tonbearin�loa e can able of wilhslantl nY o42elb ue Roatlso nt 4 anld NB Ib 6 B ���`,`Q+��a J �Hf h''�/i 4 Prwitle mechanical connection ) g p p g p j Q �• T � �. I� upliR at joint 2 � ��y� G, ER,E'�r Q �i 5)This Wss has been tlesigned with ANSI/TPI 1�1995 critena. S � O i N'i x. o. •m' LOAD LASE(5) Stantlartl � • �g . � S • •�� �'�e ATE OF :V� 5� � ��i9��'• �NDIAN i ��` �� • p � ''����iis3�0 M�A�t���,`� October 16,1998 A wnxxfNO-.v.�y a..�y.��.a,�e...d+.a aE.w roras ox rurs.um xevcxsc s�na sevoxc tisc. � Dmbn vaYtl loi u�e onN wtlh.Mllek eonnecla�:i�h tleslqn h basetl onN upon.Daiamelen=how4 endk foi an IntlWltlaal WIWVp comPOnenl lo be m�iolbC ontl botletl verlleaMy. AppYeaDqlry Ol.tletlpn paiame�eis anO p�opei-Incoipoialbnbl�componeni k ie[ponslbl0y ol Du4Glnq tlm�G�ai-not Iwu rlesb�e�.Biaclnp��own b lo�bteial�uppoil o1.Ntllvltlual web members onN+_Atltlnbrwl tempo�ary.daclnp lo Inswe HaDlltly tlwinp bonsliucibn k Ihe iasponsiblllty.o�t�e siecla.ABtltlbnal pe�manenl bwc4p ol Ipe ovaiaY shuclu�e b I�e iesponslbYlty ol l�e baMlnq tlesqnm.Foi�pene�al puWance iepo�tllnp lob�balbn,quallty conbol,�loiape,tletivery,e�xibn antl b�acMO.Ponsutl GST-BE Cwltly SYantlartl,'DS��W�rachp Sp�clACOtbn.anC�XIP91 ��Tek� HontlllnQ Intlallbg arW Imclrq P�cwn m�ndvlbn avaNabk Iwm i�oss P1ale InstlW le.SB3 D'Onohb D�IVe,Matlkon,w153J1 p. Job Truss Truss Type p�, � py J54q093 HUFFMAN J07q ROOF�iRUSS 2 � K8 K Induslnes,Montgomery,In 47558 �4.0-32 s May 22 t998 MTek Intlustries,Inn Fn Oct 16 1226'25 1998 Page 1 � -i�au .� za� � t'� �-a� 4x4�i .. 4 3 ' 12.00 12 7.Sx4 II 2 1 6 5 3x4= 1.Sx4II 2-0-7 � i 2-0-7 Plate OlFSets : 3',0-1-8 0-2-0 LOADING (psQ SPACINO 2-0-0 C51 DEFL (in) (loc) Utlell PLATES GRIP 7CLL 20.0 Plateslncrease L'IS 7C 0.07 �Ve�(LL) -0.00 -6 �999 M20 249/190 TCDL 10.0 Lumberincrease� 1.15 BC 0.02 Vert(TL) 0.00 1Q >999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(R) 0.00 Na BCDL 10.0 Cotle UBGANSI95 1sI LC LL Min Vtle11=240 Weigh[:171b LUMBER BRACING TOP CHORD 2 X 4 SW No.1 TOP CHORD Sheathed. BOT CHORD 2 X 4 S W No.7 BOT CHORO Rigitl ceiling tlirectly applieC or 6-0-0 on center b2cing. WE&S 2X4SYPNo.2 REAGTIONS (ID/size) 6=734/03-8,5=81N-0-0 Max Ho2 6=96(lo5d case 4) Max UpIiR 5=d9(load wse 5) FORCES (Ibj-First Loatl Cau Only TOP CHORD 1•2=2q,23=-0,3-0=G,2-6=-117 BOTCHORD 5E=0 WEBS 3�6=0,3-5=-65 NOTES 7)This Iruss has been tlesignetl for Ihe winC loatls genemletl by BO mph winOS a[25 ft above grountl level,using 5.0 psf.top chortl dead loatl antl 5.0 psf bottom c�ord dead load,�0o mi hom humcane oceanline,on an occupancp category I,con0ition I enclose0 builtling,of tlimensions 45 R by 24 M1 vnth exposure B ASCE 7-93 per UBC/ANSI95 If entl verticals or cantilevers ebst ,[hey are ex{qsed to win0. I(porches exist,they are not exposed to wind. The lumber OOL increase is 1.33,and t�e plate gnp increase is L33 - 2)All plates are M20 plates unless olhervnse indicatetl. \pll l��ff)!� 3)�Thi�94 has been tlesignetl for a 10.0 psl bottom c�ad live load nonconcunent with any ol�er live loads per Table No.16-8, ``�\����A J. H����/� 4)Prwitle mec�anical conneclion(by others)of truss[o beanng pla�e capable of withstanding 79 Ib uplill at joint 5. Q��`S��• h'y��j�, 5)This tmss has been aesignetl with ANSUTPI 1-1995 cntena. ` `y � �G R�C •QG��. Q' .. LOAD GASE�S) SfanCartl ti Q� N :N : _ . 60 • _ � . . ;a- �'� � $TATEOR ��w: 9 . ��i�Ow�°��kDIAN�°\��`� �i��FS •...• �1�►�`. ��i��s�OMA�tOp October 16,1998 Awewrfxa-v.rVy m.+��,a,.,.t.,.a„e xeeu xores ox rats:wu xevaxse srna saror�e usa. ��� Dmqn vo1W roi uu onry wtl�.MOek wnneclois,l�k tlesiqn k based only upon paiomebn Nown:anC tr 1u�an htlMtluol bulldNp<omponenl�o be � � Initatletl on0 batletl vetllcaXy. AppYCablltly ol tleslqn paiameleis anO p�ope�Incoipdo�bn ol componeni k�esponslblltty olbulldlnp Geslpnei-not Imu Ceiqnei.eiaclnQ s�own k bi bleial sappotl o1;IntlNltlual web membeie onN�A�nbnal bmpoiary Maelnq lo Insuie dabYtly.tlwlna constmclbn E Iha iespon9bAl�y oi"�t�e eixla. AtltlBbnal peimanenl biaelnp ol I�a ovsioA f�meturo k t�admponslbWty o(I�ebupolnq Cesqnei.Foi panewl 9ukJance iepoitllnp lob�batbn,qualtly conbol,itaape,-tlelNery,mectbn antl bwcbq,wnsutl OST-!G Oualtly S1arWartl,US��W imclrp Sp�clllcafbn,and HIB�01 �iTe k� NoOtlIInQ'In�lalll�y orW lratlnp Y�comm�ntivlbn evallable pom�lmss%ale Inslpule.583 D.Onohb D�Ne.Motlkon,W153)IO. Job Truu Truss Type pn, pN J544094 HUFFMAN J04 ROOF�TRUSS 7 7 K 8 K IntlusUies,Montgomery,In 47558 4.D-32 s�May 2P'1998 MTek Industnes,Ina Fn Oct 16 12:2626�998 Page 1 -1-0-0 . 4-0-0 ' � I 1-0-0 4-0-0 4 12.00 12 3 � 2. 4x4ii 3xe I I 4-0-0 i i 4-0-0 Plate Ortsets : 2:0-03 0-54 7 LOADING(ps� SPAGIN6 2-0-0 C51 DEFL (in) (loc) Vdell PLATES GRIP TCLL 20.0 Plates Increau 1.15 TC 0.16 Vert(LL) -0.01 2-5 >999 �M20 249/190 TCAL 10.0 LumDerincreau 1.15 BC p.77 Vert(TL) -0.02 2-5 �999 BCLL 0.0 Rep Sttess Incr YES WB '0.00 Horz(TL) -0.01 4 Na BCDL '10.0 Cotle UBC/AN5195 (Ma[r6Q 1st LC Ll Min VdeA=240 Weight 24 Ib LUMBER BRACING 70P CHORD 2 X 4 SYP No.1 TOP CHORD SheatheE. BOT CFIORD 2 X 4 SYP No.7 BOT CHORD Rigitl ceiling tli�ec�ly applied or 6-0-0 on center bracing. SLIOER LeR 2 X 6 SVP No.1 2-9-15 REHCTIONS (IWS¢e) 4=108/0-3A,2=222RL3-8,5=38/0-4-0 Max Ho2 2='I04(load case 5) Ma�UpIiR4--)1(IoaE wse 3) Max Grav 5=77(load wse 2) FORCES (Ib)-First Load Cau OnN TOP CHORD 1-2=22,2-3=-99;3-0=58 BO7 CHORD 2-5=0 NOTES 7)7Tis Iruss has been Oesigned for t�e winG loatls generztetl by 80 mph winds at 25 11 above ground level,using 5.0 psf lop chortl tlead loatl antl 5.0 pst bottom chorC tlea0 load,100 mi/rom humcane oceanline,an an oxupancy wtegory I,condition I enclasetl builtling;�of tlimensions 45 M1 by 24 R wi[h exposure B ASCE 7-93 per UBC/ANS195Yf end veRiwls or wMilevers exisl ,t�ey are ezposetl to wintl. II pomhes ewst,Ihey aie not e�uetl to vnnd. The lumber DOL increase is 1.33,antl Ihe plate gnp increau is t.33 � 2)All plates are M20 plales unless oNerwise intlicatetl. 3)Th's Iruas has been designetl for a 10.0 psf Eottom chord Irve loatl nonconcurtenl vnth any,other live loatls per TabkNo.16-B, �\����11�f����U/� uecsa. ����BR J. NF �ii� 4)PrwWe mechanical connection(by others)o(truw to 6eanng plate capable of whhstanding 71'ID uplirt at joint 4. � Q�•;Sj �K'�,��j�� 5)Thrs Wss has been designed wittrANSI/TPI 14995 cnlena. G R�C �Q / �y� F' 0 •G i � LOAD CASE(5) Standartl • •N � �V ° IJOO. •fnC _ e — � • •¢: �'� •� $TATE OF �:�i4� 9 � i���'p�F�:.��::� ``,�,,`� ����'sg'ou A i��1``�� October 16,1998 QwersmHO-v..i/y e..ty�.yaRm.�...a.w r¢en naras ox reus.um reevcxse.sma eevoxa use. ��� Desqn volq roi u»onN.'�'nh MRek eonneclois.Lhh Geslpnjk Easetl onN�PO�Va�amele�t Y�own,antl k Iu an bCFMUaI butltlin9 componenl fo be � InilalbE ontl batle0 veilkaXy. AppYCaDI1Xya1 Cmlqn paiomateu qn0 qopei.lnco�paalbn ol wmponen(b lesponslDlNy olDulidlna dacqnei�not buu 8eslpnei BiaclnOS�own k Iw�.lataial suppoilbf IntlNklual web membei�onN�Atltltlbnal tempowry:biaclnp b�lnsuis tlabllRy tlwinp conslmctbn k Ne , �impon9bll11y ol IM eiecloi.ACtltlbnal.peimanent Dw<Inp.ol�l�e ovemYatwe�ms�b I�e�inponslbYlly,ol l�e bulltllnp desb�e�.io�peneial puldance �eqoitllnp labikalbn.puallty contid,stowqe,tleYVery:eieetbn antl�biaclnp,consutl G51-!l��OUa1Xy.5tantla�Q DSi�lV boein9 Sp�eXleatlon,antl HI�-Vt M iTe k� eonailnp�.Immlllrq ana Iradrw�c�comm�ndaflon 6vaibnb bnm iruis Rate InsinNr 583 D'Onehb Dtive,Matlhon.WI53)I4. Job Truss TrussType p�y� py • J544095 HUFFMAN 501 ROOF7F2US5 5 1 K 8 K Industnes;Montgomery,In 47558� 4.0-32 s May 421998 M7ek Intlustnes,Ina Fn Oct 16 t22627 t998 Page 1 -i-0i7 638 6�d 7134 I 1639 � 233-0 I 30.3-0 I 36-&7 I 43G0 i�ao �a�a o-t-iz a.�ao .a�i-iz �-0-o �-ao �s� s-ais 6k8= 8.00 12 2c411 �8 . ' 4x4 i 6 7 8 4x8�i 4x4� 5 4x4G 4 9 3 10 ,r I;� 0 �.1 17 16 15 14 �13 12 11 4x5= � ° N ° qxg� 5�—� 3x4= 3x4= 3x8=3x6= 3x4= 1.5x4 I I 4.00 12 � sa�a � ii.�.a � isw � zsw � 3o-3-0 � ase-i � aasa 63-8 4-11-77 4-17-12 7-0-0 7-0-0 G5�1 G9-75 Plate 011sets : 2:0-�-2 etl e 3:0-1-12 0-2-0 5:0-t-12 0-2-0 6:0�5-4 0-3-0 8:0-5-4 0-3-0 9:0-'1-12 0-2-0 10:0-0-0 D-0-4 17:0�2-12 0-2-12 LOqDINC (psQ SPAGING 2-0-0 G51 DEFL (in) (loc) UdeA PUITES GRIP TCLL 20.0 Platesincrease 1.75 TC 0.26 Vert(LL) -0.18 16 >999 M20 249A90 TCDL 10.0 LumDerincreau 1.15 BC 079 Vert(TL) -0.381415 >999 BCLL 0.0 Rep S[ress Incr YES WB 0.77 Horz(TL) 026 10 Na BCDL 10.0 Code UBC/ANSI95 1st LC LL Min Vdefl=240 Weight:3031b LUMBER BRACING TOP CHORD 2 X 6 S1P No.t TOP CHORD Sheathe�or 3-5-0 on center putlin spacing. BOT CHORD 2 X 4 SVP No.1 BOT CHORO Rigid ceiling directly applied or 10-0-0 on center btacing. WE&S 2 X 4'SYP No2 WEBS 1 Row at mitlpt 7-14 REACTIONS (IWSize) 70=1729N-3A,2=7I97N3-8 Mar Horz 2=194(loatl wse 4) ' Maz Uplifl 10=-4(load case 5),2=-30(load wse 5) FORCES (Ib)-First Loa7 Case Ony TOP CHORD 74=13,2J=4792,3-0=J035,4-5=3035,5-6=-2324,6-Z=-2059,7-8=-2059,8-9=-2105,9-00=-2540 BOTCHORD 2-77=4115.16-17=3820,15-16=2526,14-15=1942,1344=1754.12-13=1754.1142=2077.t0�1'1=2077 WE&S 3-17=t416;3-16=-1451,546=753;5-15=-BBB,6-t5=779,6-14=191,7-14=-006;8-'14=497,�8-12=370,942=-004,941=132 NOTES t)Thi5 iruss has been checketl for un�alancetl loatling con0i�ions. . 2)This iruss has been designed for the wind loatls gene2ted by 80 mph vnntls at 25 M1 above grountl level,:using 5.0 psf top chorddeatl loatl and 5.0 psf botlom chord dead IoaQ 700 mi hom hurricane oceanline„on an occupancy category I,con0itionJ enGOSeC builtling,of dimensions 45 R by 24 ft wR�evposure B ASCE 7-93 per UBC/ANSI95 If entl verticals or cantilevers exist ,they are eayosetl to vnnd. I!pomhes�eitist,they are no�ezposed to wind. The lumber DOL increase.is 1.33,and Ihe plate gnp increase is 1.33 -4jAllplatesareM2opalteau IesP.s�othe�wise�intllcateC �����`�EA'�r'�IE��/!� 5)This Iruss has been tlesigneA for a-00.0 psf bdttom chord live load nonconcunent wit�any other live loads per Table No.16-8, � QQ ����• k' �� UBG94. � — �A��'�1ST /?�,'�'S'0''�i 6)Bearing at joint(s)2 considers pardllel to grain vdiue esing ANSIliPI 1-1995 angle to grain formula. Builtling tlesfgner shouid. �Q � •N�. veriry capacdy of beanng surtace. � $• NO• •fi+ 7)ProviCe mechanical connection'(by others)of truss lo beanng plate capable of wrt�stantling 4 Ib upliR at joint 10 antl 30 ID • 80 upliR at joint 2. — • � 8)This truss�as been tlesignetl with ANSI/TPI 1-1995 cntena. � � •�� LOADCASE(5) Stanaartl - �� STATEOF ���` �i�.��•:H�1AN�s� ����� '�����iss�OMA,�p`�`, October 16,1998 Aw.vwrno-v..�y mdp����e...a,w ne.w xaras ox rms.wn ncvaxse sma e�oxe uss. �� . Dmqn vaNtl bi a»onN'�'n� MRek eonnxlo�s:In6 detlqn.4,basetl onN upon pa�ame�en Y�iown:ana k Iw an IntlNklual bulqin0�omPOnenl�o be Inslatbtl anC batletl wilbally. ApO�adllly ol tleslpn paidmale¢anC piopei Ineapaa�bn ol eomponenfk iocponslblllly oi Dulltllnp tleslqnai�nof 6uu Oeslpnec�.BmclnO��own k loi bleial wDPO��ol'NENWUal�web'mamben enN�Atltltlbnal�empoiary�0!acin9lo Insuw Hablllty tlwUW conslmc�bn k IM �esponslblllty ol t�a eiecta. Atltlttbnal pe�manenl Eiacin9 0�I�e ovmollqiucW�e k Ns�iesponsbYlty'of I�e�Dalltlhq�tletlqnm.Po�peneial peqance �epoitllnp lob�batbn.qvaltly coNiol stoiape,tleNVa�y,e�eclbn antl Wathp,consutl'OST-!!Cualtly 9anEarq OS��E9�meUq Sp�eMleatbn.a�W XIC�91 �A � ' Nan011npinOalll�qarbl�e<I�qG�comm�ntla�lonavaNablabomiiuSiRalelnsl0ule5B3D'OnoVbO�ivs.MaCkon.W153)10. 1V'1r�� Job Tnns Tiuss Type p,, pN J544096 HUFFMAN S02 ROOF7RUSS 3 � � K 8'K'IndusMes,Montgomery,In 47558 4.0-32 s May 22 7998 MiTek Intlustnes,Inc Fn Oct'I6 7226:29 799B Page 1 -1-0-P 63�8 6�-4 173-0 � 163-0 � 713.0 � 2&3A �303-0� 35111 � 422-0 l 1-0-0 6iB 0.7-12 d-169 417.17 Gp-d S.pA 1-11-8 5-&i G1-15 6�(8= 2%4�� 8.00 12 4x4= 6x8= . 4x4�i 6 7 8 9 4x8G 4x4�� 5 4x4 i 4 10 3 11 rn IN v 14 1d 12 4x5� ° o �7z Zp ° 19 18 17 16 15 1.5x4 I I �� d 4x8G 5�— 3z4= 3x4= 3x6= Dc4�ll 4x6= �8— 4.00 12 3x4= � 63�8 � 11-3-4 � 763-0 � 723-0 � 263A �30.10I 3511-1 I d2-�-0 i G3B 4-11-72 d-11-12 6-0d 6�0-4 7-17-8. 58-1 E7-15 PlateOrtsets : 2:0-1-2etl e' 3:0-L120-2-0 504-120-2�0 6:0-5-40J-0 9:0-5�0-3-0 .70:0-1-120-2A '14:04-80-2-12 20:0�3-00-242 LOADIN6(p,� SPACIN6 2-0-0 C51 DEFL (in) (loc) 1ldefl PLATES GRIP TCL1 20.0 Pla[es Increase 1.15 TC 0.24 Vert(LL) -0.77 19 >999 M20 249A90 TCOL 70.0 Lumberincrease t�5 BC 0.77 Vert(TL) -0.3518-19 >999 BCLL 0.0 Rep Siress Incr YES' WB 076 Horz(TL) b25 11 Na BCOL 10.0 Catle UBGANSI95 ist LC LC Min Utlefi=240 Weight[323 Ib LUMBER � BRACINO TOP CHORD 2 X 6 SVP No.i TOP CHORD S�eathetl or 3-5-13 on center pudin spacing. BOT CHORD 2 X 4 SVP No.1 BOT CHORD Rigitl ceiling tlirectly applied or 10-0-0 on center b2cing, Ezcept ' WEBS 2 X 4 SVP No.2 6-0-0 an center D2cing:15-18. 1 Rowatmitlpt B44 WEBS 7Ra.vatmidpt 7-�6,7-14 REACTIONS (IWSiZe) t1=1676/OJ-8,2=1743/03-8 Maz Horz 2=199(loatl pse 4) Maz uPi�rtii=-5poae��:e 5�,z=-zspoad w�5� FORCES (Ib)-First Load Case Only TOP CHORD L2=t3,23=-0619,3-4=-290Q�45=4909,5�6=-2209,6-7=-1938,7-8=4937,8-9=4937,9-10=-2145,t0-11=-2523 BOT CHORD 240=3967,19�20=3682,18-19=2421,17-18=1847,16-77=1847,7546=0,14-15=59,8-14=-239,1344=1767,1243=2078,1t42=2078 WEBS 3-20='1369,3-19=4414,S'19=736,548=A74,648=758,6-'16='164,746=348,14-76=7965,7-14=-1,9�'13=306,944=67'I,'10-'13=391,10-12=119 NOTES 'I)1Tis truss has Ceen checked for unbalanced loading mntlttions. 2J This Iruss tias Deen tlesignetl kr lhe vnnd loads gene2ted tiy 80 mph wintls at 25 R above groun0level,using 5.0 ps(top chortl tleatl load and 5.0 psf Cottombhord tlead IoaE,'100 mi from humeane oceanline,on an wcupanry category I,contlition I enclosed builtling pf tlimensions 45 M1 by 24 R wdh exposure B ASCE 7-93 per UBC/ANSI95 If entl verticals oi can[ilevers ezist ,Ney are eicposed�to vnnd II porches ewst,[hey are not ezposed[o vnntl. The lumber DOL mcrease is 1133,and[he plate `�������1������rU/�� gnp increase is 1 33 ♦QaER J. ryF����� 3)Prwide atlequate tlra�nage ro prerent weter pontling. � �.•'•••� � 4)NI plates are M20 plates unless othervnse indiwted. y�� • �S �ER�cO�'s'p'��� . 5)TTis[mss has been tlesignetl for a 10.0 psf bottom c�ortl live load nanconcurtent with any other.lrve loatls per Table No.16-8, � � Q �N� UBG94. � � 6)Beanng at joint(s)2 consiCers pa211e1 lo grein vaiue using ANSI/�PI 1-1995 angle to g2in fortnula. BuilOing designershould � PE�1 BB •�r verily rapacdy of Deanng surtace. � = �+ • � 7J Prwide mechaniwl connection(by others)of tiuw to beanng plate wpable of wRhstantling S lb up1iR at joint 11 and 291b 3 � �a� uplM at joint 2. �'0 . ���OF • �� � 8)This truss has been tlesignetl wilh AN51/iPl 1-1995 critena. /��i�0�.���ND I AN i��a�� LOAD CASE�S) Standard ������53�0lj'A�E�i��`, October 16,1998 Q w,uwrxo-v.�/y e.dy��.a�a..a,w xenu�xoras ox rxis.wn xsvexsc srna sevoxe usc. ��� Desqn vaNd loi uu onN M'nh�MRek connecldf.i�k tleslqn k Da»C only�upon pa�ameleu Nown,antl §la an IntlNlOUaI buYClnp componenl lo be � Instolletl and batleC veitleally. ApO�ablltlyAl tleslpn paiainelei�antl piope�tricoipaalbnbl canponani k�esponclblltly ol bulltlbp tlaslpnei-nol tmss tleslpnm.�B�oeinp[�awn h loi b�eial wppoiLOl hiCNltlud-web mambe�i onN��A���brwl lempo�aiy Waclnp b In[u�a s�ablilty tlminpbonsimclbn k t�e iesponYblAry ol ��e eiecb�.Atltltlbnal peimanenl biacN9 ol.t�e oveiaY���imciwe k tlie�imponslbllBy ol ihe DulWlnp tlaslpnei.Foi peneial pultlance iepoitlinp fab�lcalbn.Quallty wnl�ol.tloiape,tle0ve�y,eiacibn antl Dioclnp,consutl OST-l��GualMyStanGartlj D5�-aV Imelrp Sp�cmeallon,antl XIY-Ol �/a, � Hantlllnp Intlallirp oM lracl�p R�comm�ntivlbn oJallable I�om imss Plale Insll�ub 583 D'Onolib Dtiva,Motlhon.W153)19. I Y,ITe k .1ob • Tfuu Truss Type �py pN J544097 HUFFMAN 503 ROOFTRUSS 70 � 1 K$K Intlustnes,Montgomery,In 47558 4.0-32 s�May 22 7998 MTek InEUStnes,Inc Fn Oct 16 1226'.301998 Page 7 '�� 63-8 6�-4 it-3-4 I 763-0 � 22-3-d � 2&3-B �0� 347-0 i 1-0-0 63-8 0.1-72 A-16-0 A-11.13. 60-0 6-U�0 1-17'.8 3-17-0 6X8= 4X4= ., 8.0012 �c411 �8 3x4 i 6 7 8 9 4x6 i 4x4� 10 5 3x4 i 4 3 rn m ro ��z 19 18 17 16 15 Io 3�� SxS= 3x4= 3x4= 3x4= 13 12 11 3x8= �.Sxq II 1.Sx4 II 4.00 12 6x8= 3x8= 63-8 � 71-&d � 7&3-0 � 7134 ' 2&3-B �30.3-0I 30�-0 63-8 �d1-13 4-1142 GO-1 6.Q4 1-01-8 311-0 PWleOflsets : 2:0-2-120-tA 3:04420-L8 5:0�1�-120-1� 6:0-5-003-0 �.9:0-SAO-3-0 10'.0-b'120-2� 14:0-5-80-5-4 LOADING (ps� SPACING 2-0-0 C51 DEFL (in) (lac) I/defl PLATES GFUP TQI. 20.0 PWteslncrease 1.15 TC 0.63 Vert(LL) -0.13 t8 >999 M20 249/190 TCDL 10.0 Lumber Increase '1.15 BC 0.63 Vert BCLL OD Rep 5tressJncr VES WB 0.68 Horz-Q'L) 023,8 11 �Na BCDL 70.0 CoEe UBC/ANSI95 1st LC LL Min IPoefl=240 Weight:305 Ib LUMBER � BRACIN� TOP CHORD 2 X 6 SW No.1 TOP CHORD Sheathetl or 4-03 on center putlin spacing, except entl verticals. BOT CHORD 2 X 4 SYP No.1 BOT CHORO ftigitl ceifing directry applied�or 6-0-0 on center bracing. Except: WEBS 2 X 4 SYP No2 � Ra.v at midpt 8�14 WE6S 1 Rowatmitlpt 6-15,7-75,t0-11 2'Rws at 1!3 Pls 9.12 RENCTIONS (IWs¢e) 2=1423/03�8,11=1356/03-8 Mart Ho2�2=353(loatl case 4) MauUplilltt=-40(IOaOCaseS) � FORCES (Ib)-Frst Load Case Onty TOP CHORD 1-2=13,2-3=3581,3-0=-2152,45=4152;b�6=-1521,6d=-1146,7�8=4146,8-9=-710,9-10=-512,10-11=-1317 BOT CHORD 2-19=3076.18-19=2854,17-18=179�,16-17=1274,�5-06=7274,1415=711,13-14=17..844=-BBB,12-13=-0,11-12=0 WE&S 3-79=1087,348=-1191,5-18=636,5-17=-788,6-17=696,6-15=-226,7-05=361,8-15=785,9-74-1529,9-02=-1378,t2-t4=658, 1042=1009 NOTES �)TTis[russ has been checked for unbalancetl loading contlRions. 2)This truss has been tlesignetl for t�e wintl IoaES gene2tetl try 80 mph vrinds a[25 fl above ground level,using 5:0 psf top chortl tleatl loatl antl 5.0 p3(Dottom chortl dead load,100;mi hom hurricane oceanline,on an occupancy calegory I,condition I enclosed builtling of Cimensions 45I1 by 24 ft vnlh ezposure 8 ASCE�7-93 per UBGANSI9511 end vertiwlsbr cantilevers exist ��,������I ,lhey are exposed lo wind.'If porches ewst,lhey are uot eryosed to vnnd. Tt�e IumCer DOL increase is 7'.33;�:antl Ihe plate `����� �//�� gnp increase is 1 33 �\ EP J. H ��� I 3J PrwiEe atlequate tl2inage lo prevent vra[er pontling. `���� Q��'�.' •� y��� 4)All plates are M20 plates unle�otherwise indiwled. �� �C ♦p / 5)This truss has been designetl/or a 10.0 psf bottom chord live load nonconcurtent wit�any other Irve loads per Table No.i 6-B, ^ • � 0 •G�i � i18Gy4. ��• �. NO �m� 6)g¢a�ny at joint(s)2 consitlers parallel to.g2in Yalue using ANSIRPI i-7995 angle to g2in fomiula. Builtling tlesignecshould _p• ' B verify capactty of beanng surtace. � � - • • - �Prwitle mechanical connection(by others)of Iruss to beanng plate capable otwithslantling 40 Ib up1iR at joinCll. � � �4^ 8)This lruss has been designed with qN51/fPl 1-1995 crttena. ¢4 • $TATE OF �� �7 LOAOCASE(S) Standartl ' 'r�Q9�O�.•:kDl�e��`\���, ��O�SS�G1011;������ October 16,1998 AWARMNO�Vsr{fy di�IQn par¢msMrt and FEAD NOTE9 ON THIS AND.RE VERAE SIDE BEFORE USE. ��� �mbn vaNtl bi ufe.onN'�'n� MRek connecb�s.��l�h tlesi�n k bOSetl onN upon powmeten�Iwwn.antl E la an IntlNldual bulWlnp wmP�enl to be � Ins1a1{M an0 loodeil vetlkalN. (1pPlleebllllY ol tle4pn paiamelelt antl piope�bcoipaatlw�,ol_<omponan(k rooponslblllty ol DalWlnp aespnei-nol Vuss tlaslpnei.$wcinp s�own k Ia bleial suppo0 0l kWlvldual web memben onN�:�A�?nbrwl�empoiaiy,bacNp�o Insme Noblllty tlminp concbuclbn!I�e respon4bl�l�y ol t�e eixlo� Atltltlbnal peimanenl biacinp ol t6e oveial tliucime 4 Ilro+s�ponslbWty oil0e Dulltlbq4esqnei.Foi Qaneial qul0ance i¢paitlinQ lobilcatbn.quallty wnbd.�toiape,Oellvery,eiecibn antl bwcbp::ccn[utl CST-lGAudlXy Slontlartl,DSLGV Iraclrq Sp�cXlca9on,anG MILGI ��Tek� NOntlIInO IOJOIIIpO vrM�fOCIlq R�Camm�ntlWbn Ovallable I�OTO�u s Rala InsIl�ulb.5B3 D'Onohb D�IVe,Motlhon,W153)1C. Job Truss TrussType p�y py J544098 HUFFMAN SO4 ROOFTRUSS 5 � K8 K Industnes,Montgomery,In 47558 4.032 s May 22'I998 M7ek Industnes,Ina Fn Oct 16 1226'.32 1998 Page t o-siz iz-0-o f''0'9a�(a �-�-e a�-a s-o-o � e-a-�z �p-e iia-s ���-ai�ao-a � i�aoo-i-t2� ao-o ai-izz-a�z s-z-�za�az aao o-i-izt�o-o . .' asiz . . asiz 4x4= 5 1.Sx4 II 1.Sx4 I I 12.00 12 q 6 1.Sx4 I I 3x4/i 1.Sx4 I I 3x4�� � 23 �g 12 �B �o d , a:s— sxe— 9[oI� isia �iio 1.Sx411 8.� �2 Sz5= Sx5= 1.Sx4 II a7-� 37-8 i &4-B' I ttd-B tz-�OA o-�a wo a-s-o a-o�a a�a PiateOlFSets X :� 3:0-1-40-1-8 5:0-2-00-7-8 :0�1�40-1-8 11:03-00-2-0 . 72:0-5-003-0 � 73:0-5-003-0� 14:0-3-00-2-0 LOADINO (ps� SPqGING 2-0-0 C51 �EFL (in) Qoc) uaen PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.16 Vert(LL). -0.02 12-13 >999 M20 249/190 TCDL 10.0 Lumber IncreSse 1.15 BC 0.11 Vert(R) -0.04 12�13 >999 BCLL 0.0 RepStresslncr YES WB 0.10 �Ho2(TL) 0:02 �1 Na 6CDL 10.0 CoOe UBGANSI95 (Matnz) 1st LC 6L Min I/tlefl=240 Weight:85 Ib LUMBER BRACING TOP CHORO 2 X 4 S1P No.7 TOP CHORD 'S�eatheC or 6-0-0 on cenler putlin spacing, except end verticals. BOT CHORD 2 X 4 SW No.1 BOT CHORD Rigid ceiling tlirec�ly applietl or 6-0-0 on cen[er bmcing, Except: WE&S 2 X�4 SW No2 10-0-0 on center Dracing�2-'I3. REHCTIONS (Ib/s¢e) 15=387/0-3-8,'14=924/03A,11=917/03-8,10=380/03-8 Mae Ho2 15=W2poatl case 1),74=418(IOaC qse 3) Maz UpIiR'15=-387Qoatl case 1);14=401(baC wse 4),10=-380(loatl case 1) Maa Grav 15=144(loatl wse 4),74=924(load c5se 1).11=917(load wu 1) FORCES (Ib)-First loaC Case Ony TOP CHORD 1-2=49,2-3=296,3-4=-522,45=-098,.Sfi=-498,6-7=-522,7-8=293,e-9=49,2-75=223,e-10=221 BOTCHORD 1415=0,13-14--245,12-13='193,11-12=243,10-11=700 WE&S 3-14=-596,3-13=521,473=-154,5-13=�80,5-12=280,6-12=154,7-12=5�0,7-11=-594 NOTES 1)This Iruss has bren checker!for unbalancetl loading wndRions. 2)This Iruss has been designed for Ihe wintl loatls genera�ed by BO mph winds at 25 ft above ground level,using 5.0 psf.top chortl tleatl loatl antl S.0 psf pottom c�ortl Ceatl load,100.mi(rom humcane oceanline,on an occupan�y calegory I,condition I enclosed builtling,of tlimensions 45 R Ey 24 R with e�osure 8 ASCE 7-93 per UBC/AN5195 I/end veRicals or wntilevers e�isl ,[hey are exposed[o vnnd. II porches enst,l�ey are not ezposed to wintl. Tt�e lumber DOL Increase is T.33,-antl Ihe plate �t11�����r a)qll plates are M2o plates unless othervdse indicated. ����`N'E,A J. H���I��' 4)This Wss has been designed Ior a 10.0 psf tiottom cMM live loatl nonconcurtent with any other live loatls per Ta61e No.16-B, Q ��� •.�'�,��� UBC-94. c `��F ���\9T RF�.O �i 5)ProviCe mechanical wnnecUon(by olhers)of tmss to beanng plate capable of vnthstantling 38716 up1iR at joint 15,?Ot Ib � • � •G�� uplift at joint 14 antl 38016 uplift at joint 10. — � No � •fi r 6)This truss�as been designetl with ANSIRPI 1-1995 ctlleoa. �(� g 3 • � � � • • IOA�CASE(5) Stantlar0 :4� � ?� :9 o SiATEOF ���: ' ''''��o�iissf019A���`�$,`, October 16,1998 A WARNIN6-V�r(fy d�dyn par¢metsn and REAO NOTE9 UN THIS AND.REVSRBC BIDE BEFOR6 U56. ��� Desqn,vailtl b�uu onry wR�M�ek'connxtois..t�b Cespn b basetl onN�DO�De�emeteb Yiown,an0 k IoranMGlvWUal WACIrp com0onenl to be � inilalletl antl batleE veillwlN- APPlleoblltly o�tlesqn pawmelefs antl piope�Incoipoialbp'ol component k�esponilDWty oi buWln9�tleslpne�-not huu tleib�e�.Blaclnp i�own k loi hlbial suppotl o1.NtlNWUaI web members OnN A�nbnol IBmpciary bioclnp IO�Insuie tlablltlY tlwlnQ consiwcibn k Ihe �esponstW4fy ol�fM arxln. Atldplonal pe�monenLEiocNp ol�t�ebveia0 s6uctu�s k Ilw�ieiponslblYty ol'I�ebulltlkp�tlaslpne�.Foi qanmal qvltlance ��eqoitllnQ9abibatbq Qualtly coN�ol.[to�ape.CelNery,eixlbn antl brocln9•�onsutl GST•EE�Oualtly StanAarE,OS�-EVlwclna Sp�cMCa�bn,ontl NI!-91 M iTe k� AanEllnp Imlalling arW Inc�hq p�eomm�nAallai avalW ble liom Imss Pbte Instltule,5B3 0'Ono6b Dtiva,Madlson.W I53)1 V. . Job Tnrss TruuType p�,� pN J544099 ' HUFFMAN SOS ROOFTRUSS � � K 8�K Intlustnes,Montgomery,In 47558 4.0-32 s May Y2199B'MTeklndustnes,Inc. Fri Oc1161226331998 Page 1 1&7� �7-0� 9-9.0 I )-6-0 � 11-4� � 17-id �1&7-B�� 1-0-0 b9-0 3$72 � }10d S9-0 7-6-0 1-0-0 .. 4%8= 4x8= 1.Sx411 5 6 3x4\� 12,00 17 3x4// 89 � 1.Sx4II 4 ^ � 3z4�i o � 23 11 10 g 0 �� 15 .¢ 14 13 1.Sz4II � o Sx5= 3x8= 1.Sx4 I I 3x4= �7�g 6x8= D�4 11 8.00 12 Sx5= o��-� s�a � �-ua � it-a-a � n-ia {isa-e o-�-e aao aio-a a-foa s.s.o i�-o Plate 011sets X : :0-t-0 04A 4:04-4 D-1-B 5:0-2-12 0-2-0 ' :0-2-8 0-2-0 .8:0-t-0 0-1-8 :12:0-2-0 0-3-0 16:03-0 0-2-0 LOADING(ps� SPACIN6 2-0-0 C51 DEF6 (in) (loc) I/tlell PLATES GRIP TCLL 20.0 PWtes Increase 1.15 Ttr 026 Vetl(LL) -0.02 11-12 >999 M20 2A9/190 TCDL 10.0 Lumber Increase 1.15 BC 0.16 Vert � (TL) -0.051142 >999 BCLL 0.0 Rep Stress Incr YES WB 0.20 Ho2(R) 0.03 10 Na BCDL 70.0 Cotle UBC/ANSI95 (MattuQ 1st l.0 LL Min Vtlefl=240 WeighC 143 1b LUMBER BRACING TOP CFIORD 2 X 4 SYP No.1 TOP CHORD Sheat�etl or 6-0-0 on center puAin spacing, except end verticals. BOT CHORD 2 X 4 SVP No.1 � BOT CHORD Rigitl ceiling directly applieC ar 6-0-0 on center b2cing. WE&S 2 X 4 SYP No2'Eecept' 2-77 2 X 4 SYP No.1 RENCTIONS (IWS¢e) 17=-617/03A,16=t457/0-3-8,10=764/03-8 Max Hors'17=-163(Iwd cau 1),16=163(load case.t) ' Max UpliR 17=Et7poatl case 1),16=-213poa0 case 4),10=,52(load case 5) Maz G2v 17=228(loatl wse 4j,16=t457(IOaO case 1),10=764(loatl case t) . FORCES (ID)-First Loatl Cau Onty TOP CHORD t-2=49,23=411,3-4--'1021,45=-737,5-6=-605,6-7=E24,7-8=-263,8-9=49,8-10=-777,2-'17=320 BOTCFiORD 16-17=0,15-16=386,1415=662,13-t4-21,92;13=33,6-72=-318,'1142=202;10-t7=-3 WEBS 3-15=1007,4'15=122.414=-223,544=80,1244=470.542=277,Z12=552,7-'17=-043,e-t1=5B6,3-�6=-907 NOTES 1)This truss has been checked fw unbalancetl loading conddions. 2)This buss has been designetl for tne vnna loads gene2ted by 80 mph vrinOS at 25 R abwe ground level,using 5.0 psf top chortl Aeatl load anC 5.0 psf bottom chorC�tleatl IoaO,100 miTrom hurtiwne oceanline,on an occuparny category I,contlition I enclosetl buil0ing of tlimensions 45 R by 24'M1 whh e�iposure B ASCE 7-93 per UBC/AN5195 II end vehicals or cantilevers e�dst ,th are e setl to vnnd. I( \11111�q� gnp increasYe�is 1 33 P°rches ewst,they are not exposed to winQ The Iumber.DOL mcrease is 1.33,antl the plate ```�p�Ep � �/p��� 3)Pro.iae atlequate tlramage to prevent waterponding. Q�• �'g�f� Fh' ��/� 4)All pla[es are M20 plates unless othervnse inaicaletl. `�y� • �S7T LC•�Q��� 5)This Vuss has Deen tlesignetl for a 10 0 psl botlom chord live load nonconwrtent wit�any other Irve loads per Table No.16-8, � • � � G ,�, UBG94 � � N� �m¢ 6)Prwitle mechanical conneclion(Cy o[�ers)ol iruss to beanng plate capable of vdthstantling 617 ID uplift at joint 17,213 Ib ?G g 23 — upliR at joint 16 antl 52 Ib uplM a�joint'10. ' � — • • ' 7)This truss has been tlesigneG with ANSI/iPl 1-0995 crdena. � � �4^ LoADCp5E�5� Staneare �y� STA7EOF ���/` �q�ic�'.;kDl AH�e'�a��� '�����/`is3�0 tOA���```, , October 16,1998 A WARNDY6.V�r�fy d�dpn paramstm aM READ NOTEB OX THfB AND REVENSC:B(DE HEFORL USE. ��� Dxb��o�a�o���+e�N wtlh MRek connxlois ihk Aeslpn h.baseE only upon poiameten Nown,antl k lo�on InANldual bulltllnp component�o be � Instalbtl anE'botled veifbalN��APWkablllly ol4esipn'paiameten onC popei.bcapaafbn ol componeN�k�esponslbNlly o1DUilClnp tlxlpnei�twl husc Gesqnei�Bwclnp�hown hloi blewl[uppo�t_oi IntlNltival web'membe�t onN�Atltltlbnal�empo�ary dacNpto Nsuie stablllly tlutlnp<onitmclbn k ihe iesponslbl0ty�o1 t�e e�ecla.�AtlCtlbnal peimhnenl bioclnp ol�l�e ove�ap tl�ucluis btlM'��ecponsbllltybLiha buWhq tleslpnei.Foi qenaial qaltlance i ieqoitlln9dab�kalbn:Ouo11tY wnl�ol�loiape,delNery,eixibn antl biacirp:consutl95T.lE GualtlY 31a�itlarE.D5�BG Irae4p Sp�cXlcatbn.aiM'�NU-91 �iTe k� Hantlllna Inatol�l�g aM'��aclrp R�comm�nEOlbn avolbEb Vom Lun Gh�e Insll�ule.SB3 D'Ono4b Dilva,Matlhon,W 15]J14: Job Truss TnissType py p�y �saaioo HUFFMAN SO6 ROOFTRUSS � 'z K 8 K InCUStnes,Montgomery,In 47558 4.0-32 s May 22 1998 MTeN Intlustnes,Inc. Fri Oct 16 122636 1998 Page 1 0.577 lia�j-e 3�-e a�-e s�-o � aso � iiJ� � isio-e � �aa-e � . i�-i.iz 3ao o-�-ui-so zc-iz � s-�a a�so z-sa i-o-o .. as�z 4x8= 4x4= 4x6= 6 � 3x5// 3x4 Q 12.00 12 3x5/i 5 9� 3x4/� �q 4 6x14= � m 3 BxB= d 2 0 � 12 11 0� J� �� q'V 16 15 294 4x8= 3x411 m o � x8= 8x8= 4n511 8x8= 19 6x8 i 8.00 12 o��� �-r-e � �z-a � �s-o � ��-a-a � isio-e � iea-e � a�a wo za�z zaiz zaa a-s-o z-sa a��eo��s(Xh: �z:o-a.a,o-i-io�.fa:o-ia.o-ia�,fa:o-ia.o-i-el,Is:oa-0,o-i-el,Is:o:2-iz,o-zal.P:o-z-a.az-01.[e:oa-0,o-ial,[s:oa�a.o-ial fn:o.ia,o.y.al.fi3:aiio 0-4-4 15:0-0-D 0-SA 76:0-A-0 0-6-0 77:0-40 0-5-0 LOADIHG (ps� SPACINC 2-0-0 G51 DER (in) (la) Utlell PLATES GRIP TCLL 20.0 Plates Increase 1.75 TC 0.44 Vert(LL) -0.09 16-17 >999 M20 249/190 TCOL 10.0 LumDerincrease 1.15 BC 0.46 Vert(TL) -0.t816-77 >999 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(R) 0.12 11 Na BCDL 10A Code UBGANSI95 (Matnz) 1st LC LL Min I/tlef1=240 Weig�C 4001b LUMBER BRACING � TOP CHORD 2 X 4 SVP No.1 TOP CHORD Sheathed or 34-1 on center putlin spadng, euept end vetlicals, BOT CHORD 2 X 8 SVP 2250F 1.9E BOT CHORD Rigitl ceiling tlfrectly applietl or 10-0-0 on center b2cing, Except: WEBS 2 X 4 SVP No.2 6-0-0 on center b2cing:18-19. REACTIONS (IWS¢e) 19=5561/0-3-8,11=3355/OJ$ Maz Horz 19=268(loatl cau 4) Max UpIiR 19=-150(loatl case 5),11=135(IOaO case 5) FORGES (Ib)-Frst Load Case Ony TOP GiORD 1-2=49,2-3=-8910,3-0=-11 411,45=-7800,5-6=-519B,6-7=3870,7-8=-1461�,�8-9=Q034,9-10=49,9-11=3369 60TCHORD 78-79=-501,18-20=7081,t7-20=7570,16-17=7788,15-16=5499,15-2t=772,1421=772,13-14=759,7-73=2853,12-13=3875,11-12=9 WE&S 417=4499,416=-3095,5-16=4815,545=-3547,6-15=3273,'13-15=3623,-6-73=247,7-12=J952,842=1748,9-12=2339,249=-4846,3�18=�2543,2-iB=6545, 3-17=2045 NOTES 1)2-pN Wss to be connecteC togetherwith 100 Common(.148513')Nails as(allwrs: Top c�ortls wnnectetl wiM 1 row(s)at 0�9-0 on centec Bottom chortls wnnecleE with 2 rox(s)a10-6-0 on center. We�s connecte�as follows:2 X 4-1 roa(s)al 0-9-0 on cenler. 2)This truss has been checketl tor unCaWncetl loading conCitions. ,L11�����I 3)7Tis Vuss has been Cesigned for lhe wintl loads genemtetl Dy BDmph wintls at 25 R ahove ground level,using 5.0 psf top `��\�> >//�� c�ord tleatl loaa antl 5.0 psf bottom chord tlead IoaO,100 mi hom humwne oceanline,on an occupanq wtegory I,contlition I ��� �yF.R �• H f �/� enclosed building,of tlimensions 45 R by 24 ft wit�e�osure B ASCE 7-93 per UBC/ANSI95 If entl verticals or cantilevers ewst �Q� � � T E • �,'�j ,Ney are c�osed to wintl. If po¢hes e�dst,lhey are not expase0 to wind. 7Te lumber DOL increase is 1.33,antl l�e plate Q y � G R �O �i grip inttease is 1.33 `e �� � 4)Prwide atlequate tlrainage to prevent water ponding. ��• o. m� 5)All plates are M20 plates unless otAeiwise indicaletl. _V• � 6)This[rtrss has been tlesi gne0 Por a 10.0 p s f D o tl o m c h o�d l i v e l o a tl n o n c o n c u n e n t w i t h a n y o t�e r l i v e l o a d s p n T a b l e No.1 6-B, — • � 02 • � - . •a- UBG94. � 7)Beanng a[joint(s)19 considers pa211e1[o gmin value using ANSIrtP11-1995 angle[o grain fortnula. Builtling tlesigner ehould �'� • S{�TEOF �r/7 � veiily capaciry of Dearing suAace. ��� p�� / P i j� �� B)Provitle mechanical wnnection(by ot�ers)of Wss to beanng plate capable d wdhstanCing 150 ID upIAI at joint 19 antl 175 ID �i � •• N���N • � �� 9)iTits aWSSnlws'beendesignedwilhANSIRPIt-1995criteria. ','���/SS�O�A;��```, LOADCASE(5) SWndard October 16,1998 Continuetl on a e 2 A W.1R1VIN0-Y�r�Jy M,Ipn yaRin�bra and RLAD�NOTE9 ONTffiS AND%VEFS6 ffiDE BEPOH6 USE. ��� Deslpn vaYO bi uu onN w'n� MRek wnneclaf.11W tleYpn h bafeG onN�POn pa�amelsn tlrorn,ontl 6 la an FtlNldual bulYllnp<omponent to be Instaibtl antl batletl ve�tleapy.�AppleaDlllty ol tle�pn pa�omeleu antl piopei.lneapaatbn of componenl b�etponsbMy ol baAOlrq tlesqne��rwt buu tlespnei.Biaelnp tlwwn h Id.loleial mppoi�ol btlNqual waD mem0en onN�A�„brwl lempoiary�boclnp lo hswe tlabWly tlminp consbuctbn k I�a �mponslbWtY ol't�e a�x1a..Atldtlbiwl pe�manenl MaeMO.ol l�e oveial�VUCIm�1tOw imponsbMY ol Ine ouYdbp tlmlpne�.foi Oensial puWance ieqoitllna�lobibatbn.quallty eonbol etoiape,tletivery,maeibn antl biaelnp,eonautl GSi-!0 OuaIXy�5laMarE,DSLGV�malnq�Sp�eMleotbn,anE HI8�91 M iTe k� NontlllnO�InOaIllMantlEroGlnpYM:OmT�ntlallonavnR7pkLOmOUtiPbIPlOtlll�l¢:393D�O�OObD�IVG,�MOtlFAn WI53T0. �JoD • Truss Truss Type p�, p�y HUFFMAN SO6 ROOFTRUSS � 2 J544�00 K 8 K InGUStnes,Mon[gamery,In 47558 4.0-32 s May 22 1998 MiTek InCUStnes,Ina Fri Oct 16 1226:36 1998 Page 2 LOAD CASE(S) Stantlartl 1).ReguW[Lumber Increase=1.15,Plate Increase=1.75 UMwm Loads(pllj VM:1-2=-60.0,2-3=fiD.Q.3-0=-60.0,45=60.0,St=-60.0,64=-60.0,7-8=60.0,8-9=�60.0,940=30.0,18-19=20.0,t8-20=-20.0,17-20=-920.0,16�17.-920.0, 15-'16=-920.0.15-21=-920.0.1427=20.0,12-13=.20.0,11-12=-20.0 .Aweuwrxo�v..{Jy e.d��.am.t•..ana xeen xo'ras ox rars.wn xavartsc smt eraortc�usc. ��� Desb�voytl loi us�onry.wtl� MOeR connxton.lnb aeYpn 6 basetl onN�OO�Do�omelen tlwwn,antl b lo�an kWhMUaI bWtlNp componenl b be nslalktl antl bOtllO vs�tleaN. AppOeabtlllY ol tletlpn po�amelen anC popei F�capaafbn ol cwnponenl b�e�ponslbtlltY ol bu00Yq tlesqnei-not liuv tlaslpnei.BwCInO�own h la bteial�uDW��ol IntlNltlual wsD memben onN�Atltllibnal tempo�ary bacNp lo h�we stoElllly tlmVp contliuctbn 4��e � ilfpOnLblllly Oilll! OiOC10L AdCtlbnOl peim40en1 biO<IOp OI'I�e ow�Ol dmCla�!b t�O��MponslblY�y oldM buWlnp�tlmpne�.Fo�pene�al pultlance iepoitllrp labibatbn QuaYly coN�W �taape EeEVery,e�ec�bn antl daclnq,eonsutl�GSI-E!Oua1Xy SIa�Wa�tl,DSLEO im<Lq Sp�cllkafbn,aIM NII-Oi /� � u +.�I�..�`�^.Inln�nnrl�.n�lnn.o�,-nm.m.�rMNn�lvnlhtiMf�nnl��i_ plinl!1(111��'✓ SRi(1'(,lnn��Nhllvo rin(]kOn N'153J10 ' r Job " Truw TrussType p�Y PN J544101 HUFFMAN T01 ROOF7RU55 6 1 K 8 K Intlustnes,Montgomery,In 47558 4.032 s May 221998 MTek Industnw,Inc. Fn Oct 16 1226:37 1998 Page 1 -}-0-P 51-12 � 10-0d I 14-10.d i 19�&0 I 1-0-0 it4Y b10d 4-00.d d-412 4x4= 5 �200 �2 1.Sx411 1.5x4 II 4 6 3 7 8 � �R Im 3x811 10 9 3x1011 5x5/i 3z4= 3x4= Su5�� Sx5// Sx5�\ s�ao ta-s-0 ie-e-o sio-o e-an sso Plate Olfsets : 2:0-2-15 0-2�15 5:0-2-0 0-7-8 8'0-0�7 0-7-7 LOAOING (psn SPACIN6 2-0-0 CSI DEFL (in) (loc) UdeA PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.27 Vert(LL) -0.07 9-10 >999 M20 249/190 TCDL 70.0 LumDerincrease 1,15 BC 0.59 Vert(TL) -0.18 9-10 >999 BCLL 0.� RepStresslncr NO WB O.1B Ho2(R) 0.01 B Na BCDL 70.0 CoCe UBC/ANSI95 1st LC LL Min VtleB=240 Weight 1601� LUMBER . BRACING TOP CHORD 2 X 4 SVP No.1 TOP CHORD S�eathed or 5-6-12 on center purlin spacing. BOT CHORD 2 X 6 S1P No.t BOT CHORD Rigid ceiling tlirectly applied or 10-0-0 on center b2cing. WEBS 2X4S1PNO.2 SLIDER left 2 X B S W No.1 3E-9,Righ�2 X 8 SYP No.1 3-3-12 REACTIONS (IWSize) 8=7083/03A,2=7133/03$ Maz Hort 2=285(load case 4), Maa UpIiR8=�7(loatl pu 5),2=-27(IOaC case 5) FORCES Qb)-Frst Loatl Case Only TOP CHORD 1-2=13,2-3=-1168,3-0=-1168,4-5=-7072,Sfi=d038,6-7=.7165,7-8=4165 BOT CHORD 2-10=783,9-10=508,8-9=752 , WE&S 4-10=-198,5-10=678,5-9=613,6�9=-141 NOTES 1)7Tis[NSS has Deen c�ecked for unbalanced loading crontlitions. � 2)This truss has been tlesigned lor l�e wintl loatls gene2ted Dy BO mph vrinCS at 25 R a6we grountl level,using 5.0 psl top c�orC tleaC IoaO anE 5.0 psf Oottom c�ortl tleatl IoaQ 100 mi hom�uMwne oceanline,on an occupanry category I,contlition I endosed builtling,o!tlimensions 45 R by 24 R with exposure B ASCE 7-93 per UBC/ANSI95 If en0 vetlicals or wnlilevers erisl ,Ney are eaposetl to winQ II porc�es ebs(they are not e�osetl to wind. iTe lumber DOL increase Is 1.33,antl lhe plate gripincreaseis�.33 ```��1111111f1�7���', 3)All pWtes are M20 plates unless otherwise inCiwted. ��\ ��R J. �y r�� 4)�Th�t�ss has been tlesignetl for a 10.0 psf bottom chortl lire loaa nonconcunent wilh any oNer live loatls per Table No.i 6-B, ``Q� O�.•�T� �',S,�ii� 1• 5)PrwiCe mxhanical conneclion(by others)of Iruss to beanng plate wpable ol wilhstantling 2 IG upliR at joint 8 and 27 Ib uplill � �Tn:G �� (i � �_, • � • at joinl2. �(� N 002 • J 6)lTis Uuss�as been tlesignetl vnt0 ANSiiTPI 14995 critena. � � • LOAD CASE(S) SlantlaM • •� 1)ReguW[LumDer Inaease=1.15,PWte Increase=1.15 ¢'q • �{A�OR i�� Unifortn Loatls(pl� r � Ve�:1-2=�0.0,2J=E0.0,3-4=-60.0,45=E0.0,5-6=�60.0,6-7=-60.0,7-8=E0.0,2-10=-20.0,9-10=-90.0,8-9=-20.0 '�i9��`�•:N���N��4�'�'���� ����i�SS�0U1A���P��` October 16,1998 eWARMNO-Y�r{fy d��/yn paranrtm and READ XOTE9 ON71RS AND RLYER36 SIDE BEPoRE USL. ��� Desqn vaW b�use onN w'„� Mllek connec�ois.I�b�Oeslqn h bafatl onN upon paiamefen tlrown,antl b�la an InGMtlual bulWlrp eomO�enl lo be hsloNetl antl batleE ve�ibaM� AppGeaDlYly ol tleslpn paiamsteu antl popei bw�paatbn ol compo�ronl b tesponsblYly ol batltl4ip Oxqne�-nol tmss tleslpnm, Bwcln4 s�own 6 b�lalmal mppotl:ol YWNICUaI we0 mempeit onN�A�nbrql lempaaiy boclnp'lo'hsme tlaDIA1Y tlwlnp conNmclbn k I�e impon9bYlly ol t�e aiecla.ACtltlb�wl�peimonani CiaqnQ o�IM ovmals6ueNie,b IM ieipon[Y>Wty ollJ�s buWbp Getqne�.Foi peneial puWanee �ieqoitllrp lobibatbn.QuaYIY�Niol,�laape,tlellvery.�a�eclbrcuntl WoclnO.��sutl�05T-sE OuoIXY 31anCarQ DSbeG�mclnp Sp�cllleafbn.oM NI�-Dl M iTek� Xantlllnp Intlalll�oM 4mlrq p�comm�ndotbn ovaWbb Iiom,OUS�%ala Mslltale.503 D'OnoLb Drlve.MaCkon,wi 53J1J.