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Home My WebLink About1289.98 Truss Plans . , • . o rusc ruca ype �Y Y • 5873798 �ELEV A-1 CAPT2 PIGGYBACK �9 � �, avis o esa e, n ianapo is, . . - s ug i e n us[nes, nc. e ov . . age 1Bd 3<7 1.B.d 1-B'3 3 12.00 12 2x4= I 2z4= � 4 � � Z 5 ' � I o � � �d i � I I SEESHEEf STPB07 fORPIGGVBACKGONEGTONDEfMLS. � 3-d-7 1d�7 ate sets ,e e , - � � LOADING (7sfl SPACING i-7-3 C51 DEFL (in) (locl I�detl PLATES GRIP � TCLL 20.0 Plates In<rease 1.15 TC 0.08 VertILLI �0.00 2 >999 M20 749/104 TCDL 10.0 Lumberincrease 1.15 BC 0.04 VertITLI -0.00 2�4 >999 BCIL 0.0 Rep Strese Inu YES WB 0.00 Hors1TL1 0.00 5 nla BCDI 10.0 Code . UBC/ICBO (Matrixl Min Laugth/LL de0 = 360 Weight:8 16 I LUMBER BRACING TOP CHORD 2 X 4 HF 1650F 1.SE TOP CHORD Sheathed. BOT CHORD 2 %4 HF i650F 1.SE BOT CHORD Rigid ceiling directly applied or 10-0.0 on center bracing. REACTIONS Ilbfsize) 1=98/0-3-e, 5=98/0.3-e Maz Horz 1=5211oad case 31 Max Upliftl=-1811oad case 41, 5=-18(load ease 41 FORCES pb) TOP CHORD t-2=-48, 2-3=-77. 3-4=-77, 4-5=-4H BOT CHORD 2-4=65 NOTES 1� This truss has heen checked tor unbalanced loading conditions. i 2� This truss has been designed 1or the wind loads generated by BO mph winds at 25 h above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline,on an occupancy category I, condition I enclosed building,ot dimensions 45 ft by 24 ft with exposura C ASCE 7-93 perU8C11CB0 If end verticals or cantilevere exist.they are oxposed m wind. If porches exist,[hey am not exposed to wind. The lumber DOL ineroase is 7.33, and the plate grip increasv is 1.33 � 3�All plates are M20 plams unlese otherwise indicated. 41 Bearing at joint(s) 1, 5 considers parallel to grain valua usin8�+NSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5� Provide mechanical connection�6y others� of tmss to beating plate capabla at withstandmg 18 16 uplik at joint 1 and 18 Ib uplih at joint 5. 6�This truss has been designed for both UBC-94 and ANSI/TPI 1-7995 plating criteria. � LOAD CASEIS� Scandard NOV 1 21997 I , � . ; ,�.��Q�� . �qB�.,,�� ' ��o, •��5 TER. F9 ��. � �Q, <c�� .1 I N' � 20612 � � ' $TATE OF � � � � 9 t. / :� Q? '•,�.o '•.NOIANP � 4,`�: ��'�S��NAL EN�'\.��.r ''''.qoun�N•` AWARNINO-V�r�fy d��fpn pa�amstsn and READ NOTE9 ONT1719 AND RLYERS6 SIDL BEPoR6 USL. �� Desqn volW loi u��onN.w„�Mliek conneclon.�ihh tleslpn h ba�etl onH upon Da�amelen Mown,a'W b la an InOMCaaI buMlnp componenl to be hslolb0 antl botleA�vei�kGM� ADC�a��Y ol tla�pn poiamelen and piope�Incoipoiatbn ol<omponenl 4�mpomlblltly ol bulltllnp tleib�ei•nol bm� tlesb�ei.Biadnp�Mwn b 1a 01eio1 mppotl ol bCIVIOUaI web memben onH�Atltltlbrwl lempoiory DiacFp lo h�ms tlobl�lty tlwhp conspucibn b I�e ietponYblilly ol I�a eiecta.Atltlnbrwl peimonenl Ew<Inp ol Ine ovmal atmclui�Y tM w�pomlbMV e��e Duk/Mp tlmlpnei.Foi penmal puHOncs �eQOidlnp labikalbn,quoYlY contid,�laape,tleWeiy,eixibn antl biochp,contvM OShE!OuaIMY nandaeQ DSLSV�melrp Sp�cttkatbM a�NI��VI �iTe k� Mantliiiq INtalllrq aM�exlipA�eomm�rMalbn avolbbb I�om imu Pble h�IlNlr.SBJ D'OnoLb DiN�,MaCtron.WI53]I V. ST - PB01 . MIT¢k Industrles,Inc. 0� O � May 25, '1995 Pa9a 'I of 'I PIGGYBACK TRUSS CONNECTION DETAIL � PIGGYBACK TRUSS _.. THIS CONNECTION DETAIL TO BE USED WHEN: � BASE TRUSS SPAN <60' AND PIGGYBACK SPAN <25' MAXIMUM PURLIN SPACING=24"O.C. f OR THE MAXIMUM SPACING ALLOWED � ON THE TOP CHORO OF THE BASE TRUSS � � BASED ON DESIGN REQUIREMENTS. � ' ATTACH EACH PURLIN TO TOP CHORD OF BASE TRUSS WITH 2-'16d NAILS. i � ...] I � � � I NOTE: A PURLIN TO BE LOCATED AT EACH BASE TRUSS JOINT. BASE TRUSS USE ANV OF THE THESE THREE CONNECTION OPTIONS AT ALL BASE TRUSS JOINTS. � � ATTACH MI7EK 18ga 7H HAMMER-ON PLATES ON EACH SIOE AT EACH NOV 1 21997 BASE TRUSS JOINT. O R e '.'"' ^ �`��EN ,W.II��hi ( '�l SIMPSON H2.5(OR E�UIVALENT) ;:�,,�F,Q �••'`•';•L,qB� ��i�� \ ~� FRAMING ANCHOR. ONE CONNECTING • S ;PF,� S�FqF;;F9 � PUR�IN TO PIGGYBACK TRUSS NC. � � � ANO ONE CONNECTING PURLIN � TO BASE TRUSS AT BASE TRUSS JOINTS ZOBIQ % ,'o :t Si„;E OF ' . : oR %y .� °,e�F,�s;t'DI AN P G\��.�Q: � �• �ONALEN •`., 3 6••x e"x 12"PLYWOOD(or 7/16"OSB) ��4u�p�1�w�• GUSSET EACH SIDE AT EACH BASE TRUSS JOINT. ATTACH WITH 3-6d NAILS INTO EACH CHORD FROM EACH SIDE TOTAL-'12NAIL5 AWARNINO�Ver(fy dt�lpn p¢rameter�and RLAD NOTE9 OX 77II5 AND RLVL1tS6 SIDE BEPoR6 USS. � � Dnlpn voIIC b�ms onry wtl� MRek connxloi�I�M Eesqn Y En�ed only upon paiameten Nown,arW Y loi an FCNltlual baGdlnp componenl to be � tnlol4tl anC boGeO vetlkah� �DP�aDEtly ol Cmqn poiometen antl popm hcoipoiatbn ol componenl Y inpontblYly ol Dalkllnp tleslpnei-not Imu Oe+b��Bwcinp��own Y la bbiol wppotl ol MNkluol wab memDen onN�ACOtlbirol lempoiary Woctq lo Wm��tobGlty tlwlnp consbuclbn 4 I�e mtpon4blilly ol t�e eiecta.AtldXbnal pe�manenl Dwclnp ol I�e oveiol�Irvclwe Y��a issponqCAtly ol me Dun]tq tlmqnei.Fo�peneial pultlance wpoitlmQ 1ob�botbn,pvamy conlioL tlaape.tleNery,eixibn antl baCYq.conwtl OSFEE Owltly tla�WaeO,DSLlV 4acln0 Sp�ettico0on,a�W MILGI �iTek� Nantlll�p Intlollbp aM�roelnp Y�comm�ntlalbn o�aPObb hOm imu Rale holtluls,587 D'Ono�b DiN�.Motlbn,Wl?3)1O. o russ rucs ype ty y . 5673800 .ELEV A-7 CAPT5 PIGGYBACK 23 7 avrs a esa e, n ianapo ie, . . s ug i e n ustnes, ne. e . ov . . age I -La-O 3-J-5 6-840 8�0-00 j t-4-0 3-d-5 3-C-5 I-4-0 1 � 4%4J I i i 3 SEESHEEf STPB07 FORFIGGYBACKGONEG110NDEfAILS. � I � i a.00 tz � i I� � i 3x4= 3z4= 4 I 2 5 �d � �1 �� , o � � 6-8-10 j E840 ' LOADING (CSf) SPACING 2-0-D C51 DEFL (in) Ilacl I/defl PLATES GRIP ' TCLL 20.0 Plates Increase 1.15 TC 0.16 VertILLI -0.01 2�4 >999 M20 149/704 ' TCDL 10.0 Lumbar Incmase 7.15 BC � 0.09 Vert1TL1 -0.02 2�4 >999 ' BCLL 0.0 Rep Stress Incr YES WB 0.00 HorzlTLl 0.02 5 n/a I BCDL 70.0 Code UBCfICBD (Matrixl Min Length/LL defl = 360 Weight: 23 Ih LUMBER BRACING ; TOP CHORD 2 X 8 HF 1650f 7.5E TOP CHORD Sheathed or 6-0�0 on centar pudin spacing. �. BOT CHORD 2 X 6 HF 1650F 1.SE BOT CHORD Rigid ceiling direcNy applied or 10-0-0 on cenmr bracing. ' REACTIONS Ilb/sizel 1=257/0-3�0, 5=257l03-8 ' Max Hors 1=54�load case 31 i Max Upliftt=-4711oad casv 4L 5=�4711oad case 41 � FORCES 1161 � ITOP CHORD 1-2=-116, 2-3=-297, 3-4=-297, 4-5=-176 BOTCHORD 2-4=272 j NOTES I 1� This truss has been checked'for un6alanced loading canditians. '. 21 This vuss has been designed for[he wind loads generated by 80 mph winds at 251t a6ove ground level, �sing 5.0 psf top chord dead load and 5.0 psf 6ottom chord dead load, 100 mi from hurricane oceanline.on an accupancy category I, condition I enclosed building,ot dimensions 45 h by 24 h with exvosure C ASCE 7�93 per UBC�IC80 If end verticals or cantilevers exist,they are exposed[o wind. If porches ezist,they are not exposed to wind. The lumber DOL inuease is � 7.33, and the plate grip increase is 1.33 31 hll plates are M20 plates unless otherwise indicated. . 4� Eearing at jointls� 1, 5 considere parallel to grain value using ANSI/TPI 1-1995 angle to grain fortnula. Building designer shovld verify capacity of bearing surface. �� 51 Pwvide mechanical cannettion�6y olhers�of truss to 6earing plata eapable of'withstanding 47 Ib uplih aI joint 1 and 47 Ib uplik a[join[5. � 61 This Vuss has been designed far both UBC-94 and AN51/TPI 1-1995 plating criteria. �I LOAD CASEISI Standard NOV 1 21997 Yw �\VO"'V'W"'� �QNEr� w. �aA.,. ' S ;P�G�SiF . I �'.: No 9FO'�9 I "O . 520 El F . : ; � : '9��'F.�•.��I AN P � �Q�•: I •,. '� Q. . ' �'5:,;�NAL ENG,.;`�� I I A WARNINO-Ysrjfy de�/yn paramsGr�and%AD Ndf'E9 ON TNI9 AND REVLR56 SIDE BEPONE IJSE. � DnY�n voM1O b��fe only wX�MRek<onneclw�.I�b EeYpn b baseA onN�DO^Pa�amelen fhown,ontl Y la an NtlMCUaI bvGOlnp comDOnenl lo be m�ianeC ond botleG vertkatty. AOP�oOnny o1 tlmqn paiamelen ontl p�opei Inco�poialbn ol componeN M imCOnsIDMy ol balahp tlmqn��-nol 4uu Cm�jnet.Bioclnp Mown Y Ip bieial�uppoil ol Y�tlNltlual web memben onN•AdCHbnol tempoiary bacha lo Insum�tobNl�y tlurinQ<ontliuclbnb I�e inpon9bYily ol IOa��ecid.AtltlXbnal peimanenl bmclnp ol t�e oveia��huclw�k IM ie[pomWClty ol I�e DuIIChQ tlmipne�.Foi peneml puWancs iepoi01n4lab�kalbn,qwMy conliol qoiape,daMry,eieclbn and Diaclnp.comutl OST�EE Oaaltly S1oMard,OSI�EV I�aclnp Sp�cMicalbn,and NU�% �iTek� NantlllnQ In�lallVq aM tioclrq P�comm�ntlatbn avallabb I�wn Lm�%ale N1111v�s,OB3 0'OnoLb D�NS.Motlbon.W153110. o russ russ ype �V Y . p 5873801 IELEV A�-1 GR7 GIRDER 1 J av�s� oesae, m m�apois, . . s ug . i e n ustnes, nc. e ov . . a9e 4�9�tY 9�<-0 13-70-A iB�B-U 4-412 <-6-/ d-6-A <�9-12 6X7�� 3 12.00 12 3x8// 3z7\� 2 4 tOx10= BcB= 5 1 � Id ! 9 10 8 11 12 713 14 6 Ba8= 10x10= 4x6= d-412 9.dA 1110d 1&&O , d-9-72 d-6�d d-6-< 4942 ' am sets - LOADING Ipsf) SPACING 2-OA CSI DEFL (in� Iloc� 1/defl PLATES GRIP TCLL 20.0 Plates Increasa 1.15 TC 0.23 Vert(LL� -0.08 6-7 >999 M20 149I704 TCDL 70.0 Lumberincrease 1.75 BC 0.47 VertITL) -0.72 6-7 >999 eCLI 0.0 Rep Stmss Incr NO WB 0.73 HorzlTll 0.07 5 n/a BCDL 70.0 Code UBC/ICBO IMatrizl Min Length I LL defl = 360 Weight: 4101b LUMBER BRACING TOP CHORD 2 X 4 HF 1650F 1.SE TOP CHORD Sheathed ar 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 2 X 8 SYP No.l BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SPF Std 'Except' 3-7 2 X 4 HF 7650F 7.5E, 5-6 2 X 4 Hf 1650F 1.SE pEACTIONS �I6/sizel 1=8244/0-3�8, 5=6736l0�3-8 Max Horz 1=-389�1oad case 2) Max Uplihl=-1577�1oad case 4�, 5=-126811oad ease 4) FORCES�Ih� TOP CHORD 1-2=-8533, 2�3=-5991. 3�4=-5990, 4-5=-8249 BO7 CHORD t-9=6106, 9-70=5928, 8-70=5747. B-11=5693. 17-12=5893, 7-72=5893, 7-73=5694, 73-14=5694, 6-74=5fi94 NlEBS 2-8=3647, 2-7=-2642, 3�7=8037. 4-7=-2334, 4-6=3212, 5-6=5741 NOTEfr ., i 11 3�ply truss to be connected together with 10d Comman(.748'x3') Nails as followe: Top chords connected with 1 rowls� at 0-9-0 on center. Bottom chords mnnected with 4 row(s�at 0-5-O�on cenier. Webs connected with 1 row(s) at 0-9-0 on center. ! 2) This truss has been check5d for unbalanced Ioading canditions. � 3) This truss has baen designed(or tha wind loads generated by 80 mph winds at 25 ft abova ground level,using 5.0 psf I top chord dead load and 5Aps(bottom chord dead load, 100 mi from hurricane oceanline,on an occupancy category I. condition I endosed building,ol dimensions 45 ft by 24 ft with exposure-C ASCE 7�93 per UBCIICBO If end verticals or cantilevers exist,they ate exposed to wind. If porches exist,they are not exposed to wind. Tha lumber OOL increase is 1.33, and the plate grip increasa is 1.33 NOU 1 21997 '�, 4) Except as shown belaw,special connectian�s�required to support concentrated loadls�. Design of connection�s� is ', delegated m tha building designer. ,`,��,, ; 5� All places am M20 plates unless otherwise indicated. ! 61 Provide mechanicalconnection(by othats� of Vuss to 6earing plate capa6le o}withs[anding 151716 uplitt at joint 1 and �� ' i�� 7 286 Ib aplilt at joint 5. � : 7� This vuss has 6een desiBned for both UBC-94 and ANSI/TPI 7-1995 plating criteria. � 5::��U q�;..9 % 8� Load wse(s� 1. 2. 3, 4. 5, 6 has been modified. Building designer must review loads Io verify[hat they are torr<ct for v the intended asa ai this tmss. ' N^� ��. LOAD CASEISI ZOS�z I 1� Regular. Lumber Intrease=1.15, Plam Increase=1.75 � � • STATE OF ' Unilorm Loads �plf) � •' � � � Vert: 1-2=-60.0. 2�3=-60.0, 3-4=-60.0, 4-5=-60.0, 1-9=-20.0, 9-70=-20.0, 6�10=-20.0. 6-71=-20.0, �'D �'•,�/V � Q�� it-iz=�2o.0. �-iz=-zo.o. ��ta=�2o.0. �a-ia=-za.o. s�ia=-zo.o :,�'F, •,,DIANP.•'�4.: ConcenVated Loads �I6� � �, Vert: B=-3257 9=-1368 10=-7368 11=�273772=-162813=-762814=-16Y8 ��'�.s��NALENG.�'•` ' I21 Wind Left: Lumber Increase=1.33. Plata Inerease=7.33 �� I Uniform Loads �plq Vert: 1�2=-17.5. 2�3=�77.5, 3�4=24.6. 4�5=24.8, 7-9=�10.0. 9�10=-10.0. H�70=-10.0. 8-11=�10.0. I 1 7�12=-10.0. 7-12=-10.0. 7�13=�10.0. 13-14=-10.0. 6�14=-10.0 Horz: 1�2=7.5, 2-3=7.5. 3-4=34.6, 4-5=34.8 �Continued on a e 2 A WARNINO-Yrr{fy d�slpn par¢rrKtsn�d ALAD NOTE9 ONTItt9 AND RLKRSC SIDL BLFORE USL. �� Desh�vald b�me onN'�'X�MRek connecton,t�6 Aedpn 6 ba�eA onN�GO^Coiametmt�hown,orW Y la on MEIN]ual bulqNp<omponent b be � � bslalkC anC batletl vai�baM. AppECabI1tlY ol Oes�pn paiameten anE pwpe�hcoipoialbn ol componenl b inpa+sbMY el DutlClnp tleslpne�-nol Imu tlesb�ei. BwclnQ��own b Iq bleial�appo0 o11MNltlual weC membeu onN�A�hbnal lempoiory bacMp lo Fsmr�IObYI�y tlwlnp conpiuclbn b t�e ieiponYbYily ol I�e eixta.�tltltlbnal peimonent Diacbq ol t�e ovaial�ti�clwe Y I�e ie�ponqbplty o11M Dulltlkp Cm�pne�.Fa Qeneial pulCance iepoidNp Iabibalbn,quoNY��oiape,tleMry,eixlbn anA WocMp,con�utl a5i-0e Owltly SlanCarA,DSLlV Imc4q Sp�cMkoflon,antl HI�A1 �iTek� NonEllnp Irulolliiq aM�ixlrq 0.�comm�ndNbn avoibDb liom Ovn Plale h�lXUle.SB3 D'O�wfib OM�.MaOboM1 W I!J)1 C. � o _ russ rucc ype �V Y • I 5873801 .ELEV A�-1 GR7 GIRDER 1 3 avis o esa e, n ianapo is. • . s ug- i e n ustnes, nc. e ov . . age Ii I LOAD CASEI51 Concentratad Loads (Ib) Vert:6=596 9=250 10=250 11=501 12=298 73=298 14=298 i J� Wind Right:Lumber Incmase=1.33,Plate Increasa=1.33 Uniform loads Iplfl Ven: 1�2=24.8, 2�3=24.8, 3�4=-17.5, 4�5=-77.5, 1-9=-10.0, 8-10=-10.0, 8�70=-10.0,8�11=�10.0, 11-12=-10.0, 7-12=-10.0, 7-13=�10.0, 73�14=�70.0, 8-14=�10.0 Horz: 1-2=-34.8, 2-3=-34.8, 3�4=-7.5, 4-5=�7.5 ' I Concentrated Loads (Ib) Ven:8=598 9=250 10=250 11=501 12=298 13=298 14=298 I 4) 1st Wind Parallel:Lumber Incmase=1.33,Plate Increase=1.33 I Uniform Loads Iplfi Vert: 1-2=24.8. 2-3=24.8. 3-4=24.8. 4-5=24.8, 1�9=.70.0.9�10=-70.0. e-70=-10.0.8�71=-70.0. 11-12=-10.0. 7-72=�70.0. 7-13=-10.0. I 73-14=-10.0. 8�14=.10.0 Hoa: 1-2=-34.8, 2-7=-34.8, 3�4=34.6, 4-5=34.8 � Concentrated Loads 1161 Ven: 8=596 9=250 10=250 11=5D1 12=298 13=298 14=298 �i 5� 1 st unbalanced Regular.Lumber Increase=1.15.Plate Incre ase=1 J 5 Uniform'Loads Iplfl Vert: 1�2=-60.0. 2�3=-60.0. 3�4=-20.0. 4�5=�20.0. 1�9=-20.0. 9�10=-20.0. 8�70=-20.0. 8�11=-20.0. 11-12=-20.0. 7-12=�20.0. 7�13=-20.0. � 13-14=-20.0, 6-14=-20.0 Concentrated Loads pb) I Vert:6=-27819=-88970=�889 17=-1778 1T=-7090 13=-1090 74=-1090 ; 6) 2nd unbalanced Regular.Lumber Increase=7.15,Plate Incrcase=1 J5 I Uniform Loads Iplfl Vert: 1-2=-20.0. 2-3=-20.0, 3-4=-60.0, 4-5=-60.0, 7-9=�20.0, 9�10=-20.0, 8-70=-20.0. 8�17=�20.0, 11-12=-20.0, 7�72=-20.0, 7-13=-20.0, 13-14=�20.0, 6-74=�20.0 Concenvated Loads pb) � Vert: 8=-2973 9=-1228 70=-122H 11=�2456 12=-1486 13=-7486 14=�14H8 � I I t I � i � I II � AWARNINO-V�r(/y d��fpn pa�vmsf�n wd NEAD NOTES ONTAIS AND 12L VGRSE S�DE HEFOR6 U^u5. �� Dttlpn volitl bi me onN wnh MRek conneclov.I�b tlet�pn b bo�eC onty upon paiamelsu tlwwn,orW Y b�an FtlhlCVal DaYClnp componenl lo be N��oned an0 botletl veilkaM� ApP�oDMy ol tleYpn paiomelai�ond D�opei Ncapaatbn ol componeN Y ietpon�lblllty ol baPtlinp tle�Wnei�nol Imu tles�pne�.Bioclnp��owp Y la bleial wDGO�t OI MCNICUaI web membeu onN�AtlCl�brwl tempaary baebp�o htw�qaDWly tlwlnp conslmctbn b I�e rosponslbltlty ol lhe siecloi. Atltltlbnal peimanenl bioclnp ol IOe ovaial�twclm�b iM ro�pontlDYlly ol��s bulA]Irq desWne�.Po�peneral paldonce iepoitllnp labi�colbn.QuaYIV<onliol tlaape.tleMery.eiecibn aiW bmcNp,conwll OS1�E!OwNY ra�Mab,DSI��V Imcliq Spkllicatlon,and NI��VI ��Tek� NanE�ind InJalll�q a�W Irxlrq N�comm«WalbnavaRODN I�om iwu Pbte tniXete.SBJ D'Ono6b DiNe,MoCkon.W153)iG. � o russ rusc ype ty y' . . � � � � 5873602 I IELEV_A—i GflAt ATTICGIRDER 1� Iavis o eea e, n �anapo ie, . . s ug i e n uctrms, ne. e ov . . ?9^ 1-1P7 22-B�U I "1'^'p {. SSt2 � 84i-13 � 74-43 F1S7D-A �9-5-9 7T1�4-0�� 1-b0 3-RS 3fif 3-d�b 3-64� 3-7�5 1�70-J 2%4�� 1 E 0 1.10.7 6X7= 6x7= 2x4= 6 7 8 2x411 � I 12.00 12 2x411 2x4= � 5 1 9 I . 3�� 4 4x8= �x411 1x411 �� SzS= i 3n6�\ SxS= 3 �� 2 � I �� o � ci 20 19 18 24 17 76 15 14 ' i 3x611 SxS= 6x8= SzS= SxS= SxS= 3x611 " _ � �-io-� ssiz � isio-a �s.s-T o i-�a� s7-s io-na 3�.s �-io.r . ate sets '� LOADING �psf� SPACWG 2�0-0 CSI DEFL (in) Iloc) I/defl PLATES GRIP i TCLL 20.0 Plates Increase 1.15 TC 0:18 VertILL) -0.04 16�16 >999 M20 149/104 -� TCDL 10A Lumberincrease 1J5 8C 0.3H VertITLI -0.71 16-78 >999 BCLL 0.0 Rep Sfress Incr NO WB 0.34' Hoa1TL) 0.00 74 n/a BCD� 1 O.0 Code ' UBC/ICBO IMatrixl Min Length/LL defl = 360 Weight 430 Ib LUMBER 6RACING . � TOP CHORD 2 X 6 Hf 1650F 1.5E TOP CHORD Sheathad or 6-0-0 on center purlin epacine. except end verticals. BOT CHORD 2 X-70 SYP No.l BOT CHORD Rigid ceiling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SPF Std 'Except' JOINTIS� 21. 22. 23 2-20 2 X 4 HF 1650F 1.5E, 12-14.2 X 4 HF 1650F 1.SE OTHERS 2 X 4 SPF Std REACTIONS �Ib/sixe) 20=7990/03�8, 14�=1977I0-3-8 Max Hors 20=542(load case 3) Max UpIift20=-9311oad case 41, t4=-520oad case 4) FORCES pb) TOP CHORD 1-2=62, 2-3=�1025, 3-4=-1953, 4�5=-1189, 5-6=-288, 8-9=-287,9�10=-1191, 10-11=�1949, 71-12=-7015, 72-73=62, 8-7=-728, 7-8=-128. 2-20=-1751. 7�2-14=�7733 BOT CHORD� 19-20=46, 16-19=688,�18�24=1268, 17-24=7266, 16-17=1266, 15-16=680, T4-75=46 WEeS .. 4-78=850, 10.76=642. 5-21=-7796. 21-22=-1191, 22-23=�1794. 9-23=�1799, 3-19=-1506, 17-15=-1518. 3-78=876. 71-16=889. � . .:� 6-22=107. 647=81. 7-22=�-197. 8�22=707.843=82. 2-19=1176. 12-75=1701 I NOTES I1� 2-pty truss to be'connec{eE together with tOd Common(.148'x3') Nails as follows: Top chords connected with 1 � row�s) at 0-9-0 on centar. Bottom chords connected wi(h 2 rowls� at 0�9-0 on center. Wehs connected with 1 row�s) at 0-9-0 on center. � 21 This imss has been checked for unbalanced loading�o�d,��o�s. NOV 1 21997 � 3) This Srusshas been designed.lor tha wind loads generated by 80 mph winds at 25 k above gmund level,using 5.0 psf top,chord dead load-and��5.0 psf bottom chard dead load, 100 mi fmm hurricane oceanline,on an occupanry category I, � condition I enclosed�huiiding, of dimensions'45 ft by24 ft with exposure C ASCE 7-93 per UBC�ICBO H end verticals or „11��„ I cantilevers ezisi,they are exposed to wind. I�porches exist,ffiey are not exposed to wmd. The lumbm�OL increasa �N I � � is 1.33, and the piate giip increase is 1.33 . . � • � ,, 41 Except as shown below,cpecial connection�s�required to support concenVated ioad�s�. Design of connecLOn�s� is delegated to ffie huilding designer. . ` Gj �C�..TFR•. FiQ��^ j 51 Provide adequate drainage to prevent water ponding. � �� Q (�� , '�. 6� All piates ara M20 plates uniess otherwise'indicated. �i� � ' ? '7� Ceiling dead Ioad,�10.0 pstl on memberls�.4�5, 9-10, $-21, 2142. 22-23, 9-23 �. 81 Bottom chord live.load (40Apst� and additionaf bottom chord dead Ioad �10.0 psil�applied only to room. 16-1H 2�61� I 9� Provide mechanical conneciion(by others) of Iruss to 6earing plate capable of withstanding 93 Ih upfiH aCjoini 20 and : � � SihTE OF � � � 52 Ib'uplik.at joint 14. 101 This truss,has been deeignad for both UBG94 and ANSI/TPI 1-7995 plating criteria. ' 9 �. � �' Q� i l� Load case�s� 1, 2, 3, 4, 5,6, 7 has been modified. 8uilding designer must review loads to verily ihat they are cormct %0�, '.��Q� N � A ?; •' ��,c � for the intended use of this truss. %�FS �'••• •• � \�� j LOAD CASEl51 ��4aNAl EN��`� S G . �I 1� Regular.Lambar Increase=lJ5, Plate Increase=1.15 �� l Continued on a e 2 A WARMNO-Ye.{/y d.,tp.�pa,a�«...�e xc,�n xares ox rxts.+rvu xevcxss smc saroxa uss. �� Dest�n voPC�b�ute onN w'nh MRek connxbit 1�6 tleslpn 4 baeeC onN upon paiameten Nown.antl b loi on MEM1MUaI balbinp componenl b be IMIaAetl anC boCeA ve�ticatty, �pWkobAtly ol deslpn paiomelmt antl pope�Fcapoiatbn ol componenl b iesponslblltly ol bvll0lnQ tle�b�ei�not han tletb�ei.Biachp Mown b la�bteiol mODOd olNtlNkual weE membeu only.Atltlflbrwl�empdary'baeMa to hmie�IODlilly OwinO�onsimclbn k��e � . msponYblllly ol t�e eiecla.AtldAbnal peimanent biaclnp of ihe ovewl dwctuie k I�e impontlbnity ol Ine bvMbp tleslpne�.Fa peneial Qultlance �epoitllnp lobncalbn,puaiHy cailwl�toiape,deMery,eiec�bn and bwtNp,cmwtl OSL�EE OwIXy�51a�WnW,USLEV Iwclnp Sp�cmcollon,aiW HI1A1 �iTek� Hantl11n4 Imlalllrq and��xlrp R�comm�ntla�bn avallabb hom irvu Plale bsltlale,503 D'OnoM1b DiNe.Matlkon,WISI]1V. ob russ russ ype �Y Y ' 5873802 ��iELEV A-7 GRA1 ATTIC.GIRDEH. � 2 avic o esa e, n wnapo ic, . . s ug i e c n ustnec, nc, e ov . . aBe � LOAD CASEISI � Uniform Loads �plf) � Ven: 19�20=-20.0, 16�19=-20.0, iB�24=-120.0, 17-24=-120.0, 18�17=�120.0, 15-18=�20.0, 14�75=�20.0, 1-2=�60.0, 2-3=�80.0,.3�4=�60.0, ! 4�5=-80.0, 5�8=-80.0,;6�9=-60.0, 9�70=�H0.0, 10�17=-60.0, 11-12=-80.0, 12�13=-60.0, 8J=�60,0, 7-8=-60.0, 5-21=�20.0, 21-22=-20.0, I 22�23=-20.0.9-23=-20:0 ' � D�ag:4�1B=-20.0, 10-78=-20.0, 2-20=-0.1 Concenvated Loadc �I6� Vert: 24=-550 � i Z� Wind Leh:Lumbar Increase=1.33,Plate Increase=1.33 Unifortn Loads (plt� Vert: 19-20=-10.0, 18-19=-70.0, 18-24=-70.0, 17�24=-10.0, 16�17=-10.0, 15-16=�70.0, 14�75=-70.0, 1-2=5.9, 2-3=-17.5, 3-4=-17.5, 4-5=�27.5. 5-8=�17.5. 8�9=24.6,9�10=14.8. 10-17=24.8. 11-12=24.8, 12-13=77.1. 8-7=24.8. 7�8=24.8. 5-21=-10.0. 21-22=-10.0. 22-23=-10.0,9-23=�70.0 Horz: L2=-75.9, 2-3=7.5, &4=7�.5, 4�5=7.5, 5�6=7:5, 6�9=34.8. 9�70=34.8, 10�11=34.8, 71-12=34.6, T2-13=27.1, 6-7=34.8. 7-8=34.6. 2-20=23�.3. 72�14=38.5 Drag:4-18=-10.0, 10-18=-10.0, 2-20=0.1, 72-74=-0.3 3) Wind Right:Lumber Increase=1.33, Plate Increasa�=7.33 I I� Unilortn Loads �pl�) i Vert: 19�20=-70.0, 79=19=-10:0. 18-24=-10.0. 17-24=-10.0. 78�17=-70.0. 15-16=-10.0. 14-15=�10.0. 1-2=17.1, 2-3=24.8. 3-4=24.6. 4-5=14�.6. 5-6=24.8.8-9=�17.5. 9-00=-27.5. 70�11=�17.5, 11�12=�17.5. 12-13=5.9.6�7=24.6. 7-8=24.6, 5�21=-70.0. 21-22=�10.Q � � 22-23=�10.0.9-23=-10.0 Horz: 7-2=-27.1. 2-3=�34.8. 3-4=-34.8. 4-5=-34.8, 5�6=�34.6..8-9=J.5. 9-10=J.5, 10�17=�7.5. 17-12=-7.5. 12-13=15.9, 6�7=-34.8. �i� 7-8=34.8. 2�20=-3H.5. 72-14=-23.3 . Drag: 4-18=-10.0, 10�18=-10.0, 2-20=-0.3, 12-14=0.2 i 4� 1st Wnd Parallel:Lumher Incroase=1.33,Plate Increase=1.33 Uniform Coads (plfl Vert: 19-20=-10.0, 18-19=-10.0, 78-24=-10.0, 17�24=-70.0, 16-17=-70.0, 15-16=�10.0, 14-15=-10.0, 1�2=48.0, 2-3=24.8, 3-4=24.6. 4�5=14.6: 5-6=24.6. 8-9=24.6. 9�10=14.6. 10-11=24:8. 11�12=24.8. 12-13=17.1, 6-7=24.6, 7-8=24.6. 5-21=-10.0. 21-22=-10.0. 22-23=-10.0,9-23=�10.0 ' Horz: 1-2=-58.0, 2�3=-34.6, 3-4=-34.8, 4-5=-34.6, 5-6=-34.6, e-9=34'.6, 9-10=34.6, 70�11=34.6, 11�12=34.6, 12-13=27.1, 6-7=-34.8. 7-8=3 4.6. 2-20=23�.3. 12-7 4=�23.3 ' � Drag:4-18=-10.D, 10.16=-10.0, 2-20=0.1, 12-14=0.2 : 5� Floor:L�mber Increase=1.00,Plate Increase=1.00 , j Unifortn Loads(pl}I � � Ven: 19-20=-20.0, 16�79=-20.0, 78-24=-120.0, 17-24=-120.0, 76-17=�120.0, 15-76=-20.0, 14-t5'=-20.0, 1-2=-20.0, 2�3=-20.0, 3-4=-20:0, '� 4-5=-40.0. 5�6=-20.0, 8-9=-20.0, 9�10=-40.0, 10-17=-20.0, 71-72=-20.0, 12-13=-20.0, 6-7=-20.0, 7-8=-20.0, 5-27=-20.0,�21-22=-20.0, � 22-23=-20.0. 9-23=-20.0 ' Drag:4-18=-20.0, 10-76=-20.0, 2-20=-0.1 � 6� 1 st unbalanced.Regular.Lumber Inerease=1.7 5,Plate Increase=1.15 i Unifortn Loads(plf) Vert: 19-20=-20.0, 18-19=-20.0. 18-24=�720.0, 17-24=-120.0, 76�17=-120.0, 15�16=-20.0, 74-75=�20.0. 7-2=-60.0, 2-3=-60.0, 3�4=-60.0, 4-5=-80.0; 5-6=-60.0,e-9=-20.0, 9-10=-40.0, 70�17=�20.0, 11-12=-20.0, 72-13=�20.0, 6-7=-60.0, 7-6=-60.0, 5�21=-20.0, 21-22=�?0.0, 22-23=-20.0,9-23=�20.0 I Drag:4-18=-20.0, 10-16=-20.0, 2-20=-0.1 : 7� 2nd unhalanced Regular.Lumtier Increase=1.75,Plate Increase=7.15 Uniform Loads (plf� � Vert: 19-20=-20.0. 18-19=-20.0. 18-24=-120.0. 17-24=-120.0. 18-17=-720.0. 15-16=�20.0. 14�15=-20.0. 7'2='20.0, 2-3=-20.0. 3-4=-20.0, �� 4-5=-40.0, 5-6=-20.0,8�9=-60.0, 9-70=-80:0, 70�11=-60.0, 71-12=-60.0, 12-73=-60.0, 6-7=�60.0, 7�8=-60.0, 5-21=-20.0, 27-22=-20�.0, i 22-23=�20.0. 9�23=-20.0 Drag: 4-18=-20.0;�i 0-7 6=-20.0, &20=-0.1 I I i I II i A WARIYINO-Yrr(�y de�lyn part+mstsrs wd READ NOTEB ON THI3 ANU 1tL VENSE SIDE BEFORE'VSL. � �� Dcspn vaAd bi me onM'�'„�Mltek eonneclo�s.ihb Cesqn Y baseC onN upon Oa�ameteu Nown.anE b la an btlMCUaI bellClnp componenl to De Inslatktl anO ba0ed vetlkaM� �PC�oDIIXy ol tle4pn paiametei�antl piope�hto�poiatbn ol componeni k inPOnn�blilty ol bvlidinp tle�W�e��notlwi� tlesqnei.Braclnp��own Y la bleial wppoil ol NtlNMOaI web memben onN�AtlEtlbnal�lempaary WaclnO lo bw�s tlablllty tlutlnp condmclbn k t�e „ iesponYDiiily ol IDe eiedd.AOtltlbnal peimanenl b�acNp ol Iha oveiotl tliuclvm 4 t��ie�ponJblllty ol I�e builtlinp tlevqne�.Po�peneial paaance �iTek HotltlnplMVikrqoM��oc�MC�icwn'm'iMalbnavallabb omniiutlRaleNVlllule�bB3D'OnobD„NS,Ma4konDW'S3)1�o�I�aSp�clflcatbn,arWNl1-VI � �� o russ russ ypa �Y y ' S073803 IELEV A-7 T7 ROOFTRUSS 1 1 I I^ avis� o e6a e, n ianapo is, . . s ug i a n ustnes, nc. e ov , . aBe -1-E-0 6�d-0 fi-8-0 14�0-0 i-E-0 6�4-0 6-d-0 1-4-0 5z5�i 3 12.00 12 Sx5= SzS= � Z q � � Slo 8 7 6 1.5x411 4x8= i:5x411 s-E-o 12-8-0 6-E-0 6C-0 '�. LOADING Ipsf) SPACING 2-0-0 CSI DEFL linl Ilocl Ildefl PLATES GRIP , TCLI. 20.0 Plateslncrease 1.75 TC 0.50 VertILLI �0.00 7 >999 M20 149/704 '� TCDL. 10.0 Lumberincrease 1.15 BC 0.17 Vert1TL) .-0.05 7-8 >999 �. BCLL 0.0 Rep Siress Incr VES WB 0.13 Horz(TU 0.00 8 n/a �'I BCDL 70.0 Code UBC/ICBO Min Length/lL defl = 360 Wei9ht:.63 Ib ' LUMBEF BRACING �'TOP CHORD 2 X 4 HF 1650F 1.5E TOP CHORD Sheaffied or 6-0-0 on cenier purlin spacing; except end verticals. � BOT CHORD 2 X 4 HF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 6-2-4 on center bracing. ; WEBS 2 X 4�SPF Std 'Ezcept• 2-8 2 X 4 HF 1650F 1.5E, 4-8 2 X 4 HF 7650F 1.SE I i REACTIONS�1b/size� 8=584/0-3�8, 6=584/0-3�8 Max Hors 8=327{load case 3) Max Upiift8=45911oad casa 4�, 6=-11911oad casa 41 FORCES Ilb) TOP CHORD 7-2=31, 2-3=�309, 3�4=-309. 4-5=31, 2-8=-522, 4-6=�522 -� BOT CHORD 7�8=0, 6-7=0 i WEBS 3�7=66. 2-7=221. 4-7=221 �; NoTES � 1�This truss has been checkad for unbalanced loading conditions. ; 2� This�truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom : chord.dead load, 100 mi flom hurricane oceanline,an an occupancy category�, condition I enclosed building,of dimensions 45 ft by 24 ft wiffi exposuro C ASCE I 7-93 per UBC/ICBO If end verticais of�cantilevers ezist,they ara exposed to wind. I�porches ezisQ Lhey are not ezposed to wind. The lum6er DOL increase is 1.33, and[he plate grip increase�is 1.33 � 3�All plates are M20 plates unlese otherwise indicatad. - i 4� Provide mechanical connection �by others)of truss to bearin9 plate capable vt withstanding 759 Ib uplift at joint 8 and 119 Ib uplik at joint 6. q I 5)This iruss has been designed for both UBC-94 and ANSI(TPI 7-1995 plating�riteria. NOV � (.� 1997 ��, LOAD CASEIS� Standard �� ,��\11...�.. ' d ✓N,� . ,`��Q.�. 8`�� ♦ : 5~.:Q�C.��ifR�O?9'',: r:�� 20S12 ; ? A: S7AiE0F : � � '%��.e�'•��DIANP.:'F,`�Q:� , I I��'°S`,s�ONA L EN�.\.��°, � ��.,��,f•.. AWARXINO�Yer�fy deslpn paramstsn and RI•AD NOTG9 ON THIS AND AE{'EFSE S7DE BEFORE VSE'. �� Desqn voIIC lo�ute onN wtlh MRek conneclon.i�6 tles�pn k baseA onN�POn Da�amelm�Jiown,antl b�a on MtlMBual DuYClrp componenl�o be � „staiktl antl batleG vetlbally. APPACabAfly oi tleW�Po�omelen on0 propei bco�poialbn ol componenl t imponsrolPly ol bulWliq tleslpnei�nol iwu tlespnei. BiachO��ov'n 61q bleial mppoit ol hCNltlual web memUSn onry.AOtltlbnal Iempoiary�iacYq�to Inmie stabllity tlwlnp conslmcibn!��e roiponwblllly o� ��e eiecla.AEtltlbrwl peimanenl Ciaclnp ol t�e o�emp dmclme MJ�� e�pon�rollXy ol I�s DuiWinp�tlexb�e�.foi Qeneiol pulaance . iepoiO�nQ labikalbn,Quaply conhol tloiape,CaMery,eiecibn�antl biaclnp,cwimtl�CShEE OuoIXY na^aaiA,DSI+lD�mNnq 5{»clfkallon,and HI�-91 �iTek� Hontlllrq IntlalWq oM botlrq P�tomm�tWOlbn avaMDb Irom imn Pb�e Nillla�e:SB3 D'OnoLb DWe,MaC�on.W153TC, o russ russ ypa �Y Y . 5873804 �ELEV A-7 T2 PIGGVBACKATTIC � i6 1 I avis o esa e, n ianapo is, . . c ug i e n ustries, nc. e ov . . ape I 140-7 .. 22-&U 'i-e-p-�i e-�t�t� �z-a-3 � isiaa � 79-59 1r1-d-p� 1-4-0 }7.5 3-64 3-4-6 3-64 37�5 1-10-7 2%411 �.io-v sx�= '.°-o 6x7= 2x4= 6 7 8 2x411 12.00 12 2z411 2x4= 5 , 7 g 3i�i� 4 iz411 tx411 �� SxS= 4x8= 3x6�� SzS= 3 �� 2 � , �' � 20 19 18 17 16 75 14 3x611 SxS= 6zB= SxS= 5{�= SxS= 3x611 _ �.1p.T 12 � 75.70-d F 79-5-9 �1-d.0 1.10-7 17.5 10-a.8 3.7.5 1-70-7 ' �ate sals � � LOADING Ipsf) SPACING L4-0 CSI DEFL (in1 Iloci Ildefl PLATES GRIP � TCLL 20.0 Plates Increase 1.15 TC 0.17 VertlLll �0.06 76�76 >999 M20 149/104 i TCDL l0A Lumb<r Increase 7.15 BC 0.27 VertITLI -0.09 76�76 >999 ; BCLL O.0 Rep Stress Incr YES WB 0.39 Horz1TL1 0.01 14 n/a � BCDL 10.0 Code UBqIC80 IMatrinl Min Length/LL defl = 360 Weight: 275 Ib � ' LUMBEH BRACING ! TOP CHORD 2 X 6 HF 1650F 1.SE TOP CHORD Sheathad or 6-0-0 on centar pudin spacing, except end verticale. '� BOT CHORD 2 X 70 SYP No.1 � BOT CHORD Rigid ceiling direcUy applied or 10-0-0 on center bracing. I WEBS 2 X 4 SPF Std 'Ezcept' JOINT151 21, 22. 23 � 2-20 2 X 4 HF 7650F 1.SE, 12-14 2 X 4 HF 7650F 7.5E ; OTHERS 2 X 4 SPF Std � REACTIONS Ilblsize) 20=1139/0-3-B, 74=1139/0-3-8 � Max Hoa 20=361(load casa 3) � Max UpIik20=-6211oad casa 41, 74=-351Ioad case 4) '' FORCES (Ibl - ' TOP CHORD 1-2=41, 2-3=-594, 3-4=-7055, 4-5=-678,5-6=�212, 8-9=-212, 9-10=-676, 10-11=-1055, 71-12=-594, 72-13=47, 6-7=-709, 7-6=-109, 2-20=-1024. 12-14=-1024 ' 80T CHORD 19-20=24. 78-79=395, 17-18=681. 76-17=661, 75�16=395, 74�15=24 �:' WEBS�-:..: 4�16=379, 10.76=379. 5-21=�604, 21-22=-601, 22-23=�601, 9-23=�604, 3-79=-766, 11-15=J66, 3-18=434, 11-16=434, 8-22=55, � 6-21=50, 7-22=-99, 8-22=55, B-23=50. 2-19=643, 12-15=643 NOTES 1� This truss has been checked for unbalanced loading canditions. 21 This truss has been designed tor the wind loads generated by 60 mvh winds at 25 ft above ground level,using 5.0 psf . top chord dead load and 5.0 psl bottom chord dead load, 100 mi from hurricane oceanline,on an occupancy category I, condition I enclosed building,oi dimensions 45 ft by 24 ft with eaposure C ASCE 7-93 per VBC/ICBO If end verticals or '. cantilevers exist,they are exposed m wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate draina8e to prevent water ponding. 4� AIl plafes are M20 plates uniess o[herwisa indicated. 51 Ceiling dead load I10.0 psfl an memberls). 4-5, 9-10, 5-21. 21�22. 22�23, 9-23 NOV 1 2 �,997 6� Bottom chord live load �40.0 ps}� and addi[ional hottom chord dead load(10.0 pst) applied only m mom. 18-1 B 7� Provide mechanical connection Iby others�ot truss to beaFine Plate�capable o� withstanding 62 Iti uplit(at joint 20 and ,`,`„��N�t��'',' 35 Ib uplift at joint 14. 81 This truss has been designed far both UBC-94 and ANSIlTPI 1-1995 plating criteria. �Q R i� ••,� • � ,�i IOAD CASEIS) Standard �� • • FO�9 ! N�. � /o i, S20$�OF • '.�.o'••;'vD1 AN P,:'�,�`•Q,: . ��%`�s/O�J. EN�'\�`�,. '•�..,�,A�,...�`'�� A WAM'INO-Ver{fy ds�lpn pararrwfsn and READ NOTE9 ON TH13 AIYD REYEWS6 SID6 BEPOitS tiSL. �� Deib��a��bi uw onN�'h� Mllek conneclon,l�b tleflpn 4 baseC onN upon pmameleu Nown.anG 6 la an IntlNlCaal bulldlnp componanl lo be Msbnetl ontl botleA vetlkaM• ApOKODMy ol tletlpn paiomelen onC popei beoipaatbn ol component 4 inpontlbllXy ol bvlldinp Ce�lpnai-nol tiau tletqne�.Bwtlnp�fwwn 6 Ia bieial mppoil ol MtlNlCUaI weD memDen oM'.Atltltlbnal Iempoiory bocNO�o hswa tloblllry Cwlnp consbuclbn Y Ihe roipon�lb�lly ol I�s eixla.AtlOtlbrwl peimanent biadnQ ol l�a ovaal drvcNU Y I�s ie�pomiDnity ol I�a OuhfMp tlnpne�.Fo�peneial pul0once iepoi0lnp labibolbn,quaWy coNiW�laope.tleMery,eixlbn antl dacb0•��^��n OSF�E OuoIIIY=�oiMOrQ OSLlV�mclnp Sp�cllkofbn,aM NILVI �iTek� NonEllrp Indolllnp anCLOC4q N�comm�nCVlbn avolhDb Oom Lm�Plals hqtl�ts,5&t D'Onoob DiNS.Motlbon.W 103)10. � I o rusc rusc ype �Y Y R�«n'g 5873805 i 'i ELEV A�-1 T3 ROOF TRUSS 4 �1 i�'—W . a �62b5 B 9 S371 fT-Frd i r�v7-3W�2Ti9-T9 d314S7rF q 7— 4-d-0 5-fi-7 70-N-0 163�1d 27-10-0 73�Z-0 1-4-0 56Q 5�E4d S<-iG 5�6�2 1�a�0 SxSQ 4 8.00 12 1x4�� 1x4�i 3 5 3xe l l 3xe l l �* Z 6 � �� 7�0 8 5x8= 7att-o z7-7o-0 io-t�-0 �o-�i-o � ate sets ,e e , ,e e, � LOADING Ipsfl SPACING 2-0�0 CSI DEFL (inl Ooc) I/detl PLATES GRIP � TCLL 20.0 Plates Incrcasa 1.15 TC 0.33 VertILLI -0.03 8 >999 M20 149I704 TCDL 10.0 Lumberincrease 1.15 BC 0.66 VertITU -0.40 2-e >640 BCLL 0.0 Rep Stress Incr YES WB 0.29 HorzlTLl 0.03 6 n/a BCDL 70.0 Code UBC/IC80 Min Length/LL de(I = 360 Weight: 84 Ib � � LUMBER BRACING I TOP CHOR� 2 X 4 HF 1650F 1.5E TOP CHORD Sheathed or 6-0-0 on cenmr pudin spacing. � BOT CHORD 2 X 4 HF 1650F 7.5E BOT CHORD Rigid ceiling direcUy applied or 10-0�0 on center bracing. : wEBS 2 X 4 SPF Std ' WEDGE Left: 2 X 4 HF 1650F 1.5E, Right: 2 X 4 HF 7650F 1.SE REACTIONS(Ib/sixe) 2=950/0-3�8, 6=950)0-3-8 Max Hoa 2=-205�1oad case 2� Max Uplift2=-22911oad case 41, 6=-22911oad case 41 ' FORCES 116) il TOP CHORO 1-2=7H, 2-3=-7009, 3-4=-741, 4-5=J47, 5-6=-1009, 8-7=18 , EOT CHOR� 2-6=814. 6-8=814 I WEBS 3-8=-241. 4-8=490. 5�8=-241 i ' INOTES. I 1) This�trass has been checked for unbalanced loading conditions. � � 21 This truss has been designed tor the wind loads generated by 80 mph winds a[25 ft above graund level, using 5.0 psf top chord dead load and 5.0 pst bottom chord dead load, 100 mi from hurricane oceanline,on an occupancy category I, �. condi[ion I enclosed building,o�dimensions 45 h by 24 ft with exposuro C ASCE 7-93 per UBC/IC80 If end verticals or � � cantitevers exist,they am exposed to wind. If porches ezist,they are not exposed to wind. The Ivmber DOL increase NOV 1 21997 is 7.33, and the plate grip increase is 1.33 i II 31 All plates aro M20 plates vnless otherwise indicated. , 4� Pmvide mechanical connection Iby others� o�tmss to hearing plate capabla ot withstanding 229 Ib upliti at joint 2 and `,,�� 229 Ib uplih at joini 8. �� , �' S1 This truss has been deeigned for both UBG94 and ANSI/TPI 7-1995 plating criteria. �` �y ��/� � 1 ' I LOADCASEISI Standard `�� S��`Q�,G�S�Eq:q�� : no �� , 20512 4 �� STATE OF t • '` %9�,�`�'•:N�IAN P,.' �.Q; I , /��'�;,��NA L EN�\��`. �. ��.<ea�H�•, I I i A WARNINO�Y�r((y d�rlpn pnrtmsfm and RLAD NOTL9 ONTHI9 AND REi2R.SG SfDE BEPORE USE. �� Dttlpn valW loi me onN wh� MRek connecla�.l�b tleWn 4 Dawtl onN�POn paiamelmt Mown,antl b Iw an 4idlvWual buildlnp componenl lo be Inqoibtl an0 botletl wilkalry. ApplkoDYXy ol tleJpn paiamelm�and piopei hcoipaalbn ol componeni k impontlDl4ly ol bulWlna tlesqnei�nol lim� tle�b�m.Bioclnp dwwn Y Ip bleial mppoil ol FCbIOUaPweb memben onN�Atltlflbrwl tempaary bocbp lo h�aie alabGXy tlwlnp contlmctbn 4 I�e ie�ponslb411y ol I�a eiecla.Atltltlbnol peimanent DwcM�p ol t�e oveial tlmcNV Y I�a rotpontlbMy ol I�s ou�bp tle�pne�.Wi Qenewi O�bo�ce � iepoitllnp labikalbn,quo4ly conhM�IOiape,tleNery,eixibn antl brocNQ,comutl OST�E!Oualtly 51aMard,D51�lV tmcliq Sp�clllcatbn,aiM NU-Vl M iTek� Hontlllnp In�loltliq a�W�ixlrp P�canm�rMVlbn awAaDb liom fms�Pble Nqtla�e.3B3 D'Onolib D�h�.MaGbon.W I53]10. � o russ russ ypa �Y Y � 58738�u11 {ELEV A'-1 T4A PIGGYBACK TRUSS 5 1 l�, � a�i'�� o esa a. n ianapo il s,71 . d1iZb5 J g Z9 997T� � 9-1"�dS-T337�F 9'� I 1�<� 7-10.7 154-11 78445 76-7�9 3d-6-0 i-a-o �-ioa �-sa � �x-io �-s-a ��io-� 8.00 12 4z7= 4z4= 5 6 3x4 i 3x5 i 3z4�� 4 � 3x50 3 6 4z7 11 4z7 11 �1 9 �d � 15 14 13 12 11 10 tx411 3x4= 3x4= 3z8= 3x4= 1x411 ]-10.7 15�9.7 18.8-9 26-0.9 3d-6-0 7-10�7 741-D 247.2 7-11.0 7-10-7 � ate sets ,e e, ,e e , � LOADING IPSfI SPACING 2-0-0 C51 DEFL linl (loel Ildefl PLATES GHIP � TCLL 20.0 Plates Increase 1.15 TC 0.73 Vert�LLl �0.07 73 >999 M20 149/104 TCDL 10.0 Lumberincrease 1.15 8C 0.52 VertITLI �0.2513�15 >999 IBCLI 0.0 Rep Stross Incr YES WB 0.39 Horz(TL) 0.08 9 n/a BCDL 70.0 Code UBC�IC60 Min Langth I LL detl = 360 Weight: 16016 � LUMBEfl BRACING j TOP CHORD 2 X 4 HF 1650F 1.5E TOP CHORD $heathed or 3-10-7 on center purlin spacing. i BOT CHORD 2 X 4 Hf 7650F 1.5E BOT CHORD Rigid ceiling direcUy applied or 10�0-0 on cent<r bracing. � WEBS 2 X 4 SPF Std WEBS 7 Row at midpt 3-13, 5-12. 8-72 � WEDGE Left: 2 X 4 HF 1650F 1.SE. Right: 2 %4 HF 1650F 1.SE �� FFAC7IONS Ilb/size) 2=1457/03�6, 9=136H/0-3-8 � Maz Horz 2=305�1oad case 3) ' Max Uplift2=-321(load case 41, 9=-25011oad case 41 � FORCES 116) ; TOP CHORD 1-2=18. 2-3=-1827. 3-4=-1299. 4-5=-1299. 6-7=-1299, 7�8=-1299.8�9=-1827. 5-8=-1085 �,80TCHORD 2-15=1488. 14-15=7486. 13-14=1488. 12-13=7085. 11�12=1486. 10�11=7488. 9-10=7488 � WEBS 3�15=758, B-10=758, 5-13=392. 6-12=392,3-13=�497. 5�12=-0, 8-72=-497 ; NOTES..; , ' 1� This truss has been checked far unbalanced Ioading conditians. 21 This tr�ss has 6een designed for the wind loads generated by BO mph winds at 25 tt above ground level,using 5.0 psf mp chord dead load and,5.0 psf bottom chord dead load, 100 mi 1mm hvrricane oceanline,on an occupanry camgory I, conditian I enclosed building,ot dimensions 45 h by 24 ft with ezposure C ASCE 7-93 per UBC/ICBO I�end verticals or ' cantiievers exist,they are exposed to wind. If porches exist,thay are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is ,.3a � NOV 1 21997 � 3) Pmvide adeqvate drainaga to prevent water ponding. : 11 All pla[es are M20 plates unlese otherwise indicated. �11��4�� 51 Provide mechanical connection Iby others� of truss to bearing plata capabie of wi[hstanding 321 Ib uplih a[joint 2 and `�� W .. �� 250Ib uplift at joint 9. �� i � 61 This truss has been designed for both UBC�94 and ANSIITPI 7-1995 plating criteria. :�� •��15 7E9•' f�� 2 LOAD CASE(SI Standard � Q FQ�� 2�6�2 ' • � SiAiEOF : -o L : • : '9°�,•'•:�'DIANP,:' '�Q: .,�6'sS•• .. . •G��a��; ., �ONAL EN .�•• � �"'��um��.... A WARMNO-Yer�fy dsrfyn patamslsr�wd READ NOTE9 ONTH19 AND RE VER56 SIDE 9EFORE U56. �� Oesb��a�b b�um onN K'n�MOek conneclou.l�b aeYpn b DaseC onN�DOn paiameteu Mown.antl b Iw an bCNdual buAdlnp comDOnenl lo De Imla�letl antl bo0etl veitkaRy. ApP�abAlly ol tle4pn paiameten anC piope�Ncoipoialbn ol componenl lt impomroYtly ol buAGlnp Omipnei-not buv tlevqnei.Bmcinp��own 41a bteial�aPpotl ol YWNICVaI web mem0en only.AtlOtlbnal�empaary D�acMq lo Yume qaEOXY tlwlnp tomimclbn Y��e ietponLblllly ol I�e eiecla.ACCllbnal peimonanl Diachp ol ihe ovewA�ImcNw 4 I�s�e�pomlDlllly ot I�e DWldlnp tle�pnm.Foi Qeneial paaance �iTek mpoidlnp lobikolbn,quaMy contiol�laape.OeNe�y,sieclbn anC biocNp.wnwll GSh!!Guo�MY SIO�W a�d,DS��lV Imclrq Sp�cKkatbn.a�W NILVI � Nantlllnp I�utalll�q aM�tml�q N�cwnm�ntivlbnavalWbb Lom fiou Flale NalXUle.SB3 D'OnoFb Dilv�.MoChon.W I53)1G. � Db fO66 fU66 YPO �� Y ' $87�8�� ELEV A'-7 TS PIGGYBACKTRUSS �8 � avis o esa a, n ianapo ic, . . c ug i e n ustrias, nc. e ov . . ?B° I 1d 8-10.77 174.H 2}70-5 324-/ C1.0-0 1-1-0 B4P12 B-245 G840 8-]-15 B-10-12 8.00 12 6x8= 7xg= I 5 6 4z8� 4x5Q �I 4z5 i 4x8�� I 4 7 3 8 I i ii i S�cS�i Sx50 9 v � 2 1� �� d � 15 14 13 12 11 10 2z411 4x8= 4z4= 4z8= 4x8= 2x411 �� 8.10.II 17.}7 23-&9 37-0-< d140 i8-10.12 &d-11 6.5-2 8-E41 Bd0.17 � ��ate cets ; LOA�ING Ipsfl SPACING 2�0-0 CSI DEFL linl Ilocl Ilde(I PLATES GRIP � 1CLL 20.0 Plates Increase 1.75 TC 0.32 VertILLI -0.07 13 >999 M20 149/104 ' TCDL 10.0 Lumber Increase 1.75 BC 0.32 VertITLI -0.17 73-75 >999 � BCLI 0.0 Rep Strese Incr YES WB 0.50 Hoa�TLl 0.07 9 nla ��i BCDL 10.0 Coda UBGIC80 Min Length/LL defl = 360 Weight: 242 Ib LUtABER BRAqNG . �I TOP CHORD 2 X fi HF 1650F 1.5E TOP CHORD Sheathed or 5�5�4 on cenier pudin spacing. � BOT CHORD 2 X B.HF 1650F 1.5E BOT CHORD Rigid teiling dimctly applied or 70�0-0 on center bracing. ; \7EBS 2 X 4 SPF Std WEBS 7 Row atmidpt 3-73, 8�12 II 2 Rows at 1/3 pts 5�12 i RFACTION5116/size� 2=1717/0-3-8, 9=1628/0-3-B . Max Hors 2=337�1oad case 3) Max Uplift2=-36911oad case 41, 9=-29H(load case 41 ; FORCES p6) � TOP CHORD 1-2=22. 2-3=-2267. 3�4=-7678, 4-5=�1678,6-7=�167H, 7-8=�1678, 8-9=-2261, 5-6=-1400 i 20T CHORO 2-15=7864. 14-15=1864, 13-14=1864. 12-73=1400, 11-12=7664, 70-17=1864.9-10=1664 � V.'EBS 3-15=ll1. 6-10=777, 5-73=485, 6�12=465, 3�13=-578, 5-12=-0, 8-12=-578 � NOTES•'^.,: '� 1�Th�s Vuss has been checked for unbalanced Ioading conditions. 21 This Lruss has been designed tor the wind loads generated 6y 80 mph winds at 25 ft above gro�nd level,using $.0 pst ' mp chord dead load and 5,0 psf bottom chord dead load, 100 mi from hurricane oceaniine, on an occupaney category I, � condition I enclosed building,of dimensions 45 ft 6y 24 h with ezposure C ASCE 7-93 per UBCIIC80 If end verticals or NOV 1 21997 �� cantilevers exist, they are exposed io wind. If porches exist, [hey am not exposed to wind. The lumber DOL increasa � is 1.33. and tha plate grip increase is 1.33 � 3� Provide adequaie drainaga to prevent wamr ponding. ,,�p��h� �, � 4�A11 plates ara M20 platec unless otherwise indica[ed C , 51 Provide mechanical connection �by o[hers� ol truss to bearing plate capable o1 wiihstanding 36916 uplih at joint 2 and � N 298 Ib uplitt at joint 9. ' �� 6�This truss has been designed for 6oth UBG94 and ANSIITPI 1-1995 platine�riteria. � `� � • . : 5.�QF,G� F9F0;9 � �' LOAD CASEISI Standard h� ' 206�2 : • ' STATE OF : � � '90 t�%:NOt AN P.:��,Q.: %,.�'�c s , � ,. � .,�S � �NG �.. � �'"�Nniu��a�`. I AWARNINO-Vsr�fy de�lpn pa�ametera and RLAD N07'L9 ON TH19 AN711t6VERS6 SIDE BEPOR6 VS6. �� Dmb�vaM bi me onN w'n�MOek connxlon.l�b tleYpn 6 baaeC onN vpon paiamelen Nown.arM b Ia on btlhAdual Oulltlh0 componenl lo be Na�olkC on0 batled ve�ikoAy ADP�oblltly ol tledpn paiomelan anE pope�bcapoia�bn o�componenl 4 inFwiilblltly of DvI1dIn0 dabnei�nol hun Oesipnei.liaUna tMwn Y Ia bbwl�uppoil ol htlNltlaal web membeu onH�AtlAtlbrwl tempwary boeh0 lo Yisuro�IaDtllly tlwhp eomlmctbn Y I�e ' iesponYDlllly ol the aiecla.Atltltlbnol peimananl bwchp ol t�e oveml�hucNw 4 I�a impomlbYlty o�1��DuaCYq Omipnei.io�Oenerol puldance M�Tek repoi0lnp bbikalbn,qua�ly eOnliM tlompe,tleMeiy,eieelbn ontl biachp,eomotl Cif�O!Ovaltly 51aiWaiQ�SI�EV Iiaelnp 3p�eMlcalbn,and HU�VI � NanEllip liulalll�aM�tocUq R�cdnm�nEa�bO evaMCb I�om Ouu Fb�s ki�Itluls.5&1 D'OnOM1b D�IVa,Matlbon.W I SJ]I V. fV66 fU66 yPG �Y Y 58738oe • IELEV A-1 TSA PIGGYBACKTRUSS 4 1 � Iavic o esa a, m m�apo ic. . . - c up i e n uslnec, nc. e ov . . age � i}l{I &10.72 { 77-7�11 � Y310.5 � 37-0-4 � 41-0-0 42-d-0 1-�-0 &70.12 B-P45 6-8-00 8-b75 84043 7�<-0 B.OD 12 6z8= 7x6= 5 6 <c8�i 4z5� 4z5�i 4x8J 4 � 3 8 � Sx5 i Sx5� � �12 9�Q� i o I 16 15 14 13 12 11 I2x411 4x8= 4z4= 4x8= 4x8= 2x411 &10-1P 1737 23-8-9 37-1�d d1-0-0 8-00.12 0141 6-5�I 6i-01 &70-1Y ' � iate sets - � LOADING Ipsfl SPACING 2-0-0 CSI DEFL linl Iloc1 Ildefl PLATES GRIP ' TCLL 20.0 Plates Increase 1.15 TC 0.32 VertILL) -0.07 14 >999 M20 149/104 TCDL t0A Wmberincrease 1.15 BC 0.32 Vert1TL) �0.1714�18 >999 IBCLL 0.0 Rep Stresc Incr YES WB 0.50 HoalTLl 0.07 9 n/a BCDL 10.0 Code UBCIIC00 Min Length/LL dafl = 3fi0 Weight: 24516 ' 'UMBER BRACING ; TOP CHORG 2 X 6 HF i650F t.SE TOP CHORD Sheathed or 5-5-4 on center purlin spacing. '� BOT CHORD 2 X 6 HF 1650F 7.SE BOT CHORD Rigid ceiling directly applied or 70�0-O�on center bracing. � VJEBS 2 X 4 SPF Sid WEBS 1 Row at midpt 3-14, e-13 � 2 Rows at ll3 pts 5-13 i REACTIONS 116/sixe) 2=7717/0.3�8, 9=7717/0-3-8 � Max Hoa 2=�370(load case 2� � � Max Uplih2=�38911oad case 41, 9=36911oad case 41 I ! FORCES p6) ; TOP CHORD 7-2=22, 2�3=-2261, 3-4=-1678, 4-5=-1878,6-7=-1678, 7-8=-1678,B-9=-2261,9-10=22, 5-6=�1400 � ! BOT CHORD 2-76=1864, 15-16=1866, 14-75=1884, 73�74=7400, 12-13=7864. 17-12=1H64, 9-11=7Hfi4 � � tl✓EBS ?-76=777. 8-17=177, 5-14=465, 6�73=4H5,3�14=-578, 5�13=-0, 8-73=�578 j � �.OTES ' I � 11 This tmss has been checked tor unbalanced loading conditions. � 21 Thi.Vuss has been designcd(or the wind loads generaled by 80 mph winds at 25 ft above ground level,using 5.0 psf I top chord dead load anJ 5.0 ps(bottom chord dead load, 100 mi fmm hurricane oceanlirw,on an accupancy category I, condition I enclosed building, ol dimensions 45 h by 24 h with exposum C ASCE 7-93 per UBCIIC00 If end verticais or I cantilevers exist, they are exposed ta wind. If parches exiei,they ara not ezpased ta wind. The lumber DOL inerease NOV 1 21997 I is 1.33, and the place grip increase is 1.33 ; 3)Pmvide adequate drainage to prevent water ponding. ! 41 All plates are M20 plates unless etherwise indicated. �� ', 51 Provide mechanical connection(6y others)o�truss to bearing plam capable of withstanding 36916 uplift at joint 2 and ' C � 3G9 Ib uplift at joint 9. 6�This Vuss has 6ezn designed 1or both UBC-94 and ANSI/TPI 1-1995 latin criteria. : a e : c��,;Q��1S 7F,yF. Fy': LOAD CASEI51 Standard �'. I Np. = 20672 �, � � � � '� STA7E OF � � � ':9�,��'•;�'01 AN P,:��c,Q`,; .,,F',pS/O • •NG��a`�,•` �., NA L E .�` '��mn��... I I AWARNINO�Vsr�j'y d��fyn parameferi and READ NOTL9 ON 7H73 M'D RE VERS6 SIDE BEPoR6 USE. �� Desb��oIW loi ma onN'�'n�Milet eonnetbu.i�M tle+�pn b DaseC onN upon pa�ematen Y�own,aeW 41oi an btlMOaal belWlnO eomponenl lo be � MtlolkC onO baCeC vei�kaM� App1ea011tly ol Cesl�n paiamelen anG piope�MCO�paalbn ol eomponenl Y�mporn�bMy ol DuMlnO tle�qne��nol lmb Cmqnei.Biaclnp atwwn 6 la blaol�vppo�l ol M�ONUUaI web memDen onN�AOtlhbnal tempaary bocYq lo Mfuu slabYly tlwlnp eom6uctbn 6 1M1e ietponUDlllly ol t�s eiecla.�ECXbrwl peimanenl bioclnQ ol t�e ovarol dmclwe 4 I�e roopontlbmly oI l0e banClrp tle�pnei.Fo�Oene�al Wba��° MiTek �epoi0kp IaD�kelbn.9�nY conhW�taape.tleNery.aixibn antl dacFO.con�ull OSf-E!OwIXY 31oMaiC.DSI-0V�mcliq Sp�cllkatbn.aiW NILVI � Mantlll�q Imtallleq aM��oehp N�eommwW olbn ovalbDb liom Iwu Pble NqXe�l,583 D'OnOM1b D�N�,Mad4oR W 153]1 C. o ruas rusc ype N Y � • ` SB73807 ELEV A--1 75 PIGGYBACK TRUSS 18 � avis o esa e, n ianapo is, . . e ug i e n ustriee, ne. e ov . . age 1.A 8-00.72 17-141 1340�5 724.! - dt-0-0 I. I 1-<-0 8�104I 8-245 � 6-840 8-745 84042 � 8.00 12 6x8= 7x6= . � 5 6 4x8�i 4x5� 4z5�i 4x8�� 4 � 3 B { I 5x5�i 5x5J 9 v v � �� I �� d 0 15 14 13 12 11 10 2c411 4z8= 4x4= 4x8= 4x8= 2x411 840.14 i7.}7 23-8-9 34-0-d 41-P-0 &f042 8-441 6�5-7 B�d-01 8-00.12 . ate sets ' � LOADING �psf) SPACING 2-0-0 CSI DEFL (in) Uoc� I/defl PLATES GRIP �TCLL 20.0 Plates Increase 1.15 TC 0.32 VertILL) -0.07 7J >999 M20 749/104 � TCDL 10.0 lumber Increase 1.15 BC 0.32 Vert�TL) -0.17 73�15 >999 � BCLL 0.0 Rep Stmss Incr YES WB 0.50 Hors1TL1 0.07 9 Na I BCOL 10.0 Cade UBC/ICBO Min Length I LL dell = 360 Weight: 242 Ib ILUMBER BRACING TOP CHORD 2 X 8 HF 1650F 1.SE TOP CHORD Sheaihed or 5�5-4 on center purlin spacing. ' BOT CHORD 2 X 8 HF 1650F 1.5E BOT CHORD Rigid ceiling dircetly applied or 70-0-0 on center bracing. WEBS 2 X 4 SPF Std WEBS 1 Row at midpt 3�13, 8�12 2 Rows at 113 pts 5-12 REACTIONS 116lsizel 2=1717/0-3-8. 9=7626/0-3-8 Max Hoa 2=33711oad case 3)- Max Uplift2=-369(load casa 41, 9=-29811oad case 41 FORCES (Ib� I TOP CHORO i-2=22. 2-3=-2261, 3-4=-1678, 4-5=-1878. 6-7=-1876, 7-8=-1678,8-9=-2261, 5�6=-1400 � BOT CHORD 2-15=7864, 14-15=7864, 13-14=1864, 12-13=7400, 11-12=7864, 10-17=1884, 9�70=1H64 �WEBS 3-15=7�1, 8�10=171. 5-13=485,6-12=485, 3�73=�578. 5-12=�0, e-12=-578 I NoTES ..,. '� 1) This truss has been checked tor unbalanced Ioading ronditions. ;'2� This truss has been designed for the wind loads generated 6y 00 mph winds at 25 ft a6ove ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi irom h�rricane oceanline,on an occupancy ca[egory I, � candition I enclasad building',of dimensions 45 h by 24 ft with exposurn C ASCE 7-93 per UBC�ICBO N end verticals or NOV 1 21997 �i cantilavers ezisq they am exposed to wind. H pomhes axist,they are not exposed to wind. The lumber DOL increasa is 1.33, and tha plate grip increase is 7.33 � 31 Provide adequate drainage to prevent water ponding. ,,�� Id�AIl plates are M20 platee unless otherwise indicated. C � 5) Provide mechanical connaction �by others)of truss lo bearing plale capabla of withstandinB 369 Ib uplik at join[2 and `,�J(�N\'• 298 Ib uplih ai joini 9. v�p , � �.�i••�G f9 • 9 ' � 61 This tmss has been designed tor both UBC-94 and ANSI/TPI 7�1995 plating criteria. . �Q� F;O• iLOAD CASEISI Standard N^ � il - 20fi12 = • ' STATE OF � � � �� 9�t'%:NDI AN P�'��,`��:� ��°F:,`,sloNq;�N;',•`�� A WARMNO-Y�r�fy deifpn pa,ametsn and READ NOTE9 ON THI9 AIYD RE VERS6 SIDE BLPOAL USG. �� Desqn valW bi u�e onN M'nh MRek conneclwt 1�6 Aeslpn b base0 onN�GOn paiameieu+hown.anA b la an IntlM11]ual DuIWMp componenl to De ImlaileG anC batleU veiltoM• APP�eblltly oi deJpn paiamelm�antl piope�hcapaalbn oi componenl Y impomlDGl�y ol buMlnp Oe�lpne��not lim� tlexb�ei.BwcNp�hown h Ia bteiol�uppoil ol htlNidual web membeu onN�AWtlbrwl lempoiary bochp�o Y�iuro tlaDtlXy OwNp conalmclbn Y��e imponYbIII1Y a��e eiecta.Atltltlbnal peimanenl biaclnQ ol t�e ovew9 tlmclme 4 I�s�<vpontlbllMy ol�N baIWInO tlnlpnei.Foi Qeneial pultlance M iTek wpaiClnp lobibatbn.quoYly tontiW�loiape,tleWery,eieclbn a�W biacNp,crnsvtl OSI�E!OuaIMY naMartl,DSLlV IracLq Sp�cttku�bn,aiW NI�-01 � Hantl�lrp Imlalll�q anE�eaeUq Y�eomm�ntla�bn avolbbb Iwm puu Nata NtlBUIe.50]D'Orwhb DM�.MoOkon.W 103]1V.