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1326.98 Truss Plans
� ` ;, ,- =-_- -- —A— i -- -------- --- J�ti— T�uss T,u•'s iyP,-• —1 OIY _`r'�Y I � I EL A �T0: SOMIAGt I �__ . �'T�0.;dILYC`N R n RH��39'L.�_ _ __ _ :;CG;Gifn� � � --' _—_'— —'"---' 7 JC0�•9,•p'U t095lAiL•41c�p:su�.�:�:, Ir,:�VJm1,1ur�[i!�OU i�i 99 tt19�i.f�: . Eayle�BulUiny Fmtl.Indy . .p1L0 �-].E u-0.0 � 20.9-t1 ]p.0.0 y0_�I�� I— 0.11.4 ].3.a 0.8-tZ o:8-12 ';.:i.a O.:t.i II -0'�d c I � /���� I s�a�,,—z ���\ _ i � �,., z.,.. � ���� / i%�, ,_/ ��! \� �^ e� - ,.� o o d � 5 i i Jxa= 3,�g_ 3sd_ 3r5= . I 3x5= _ - I 9.8.3 1854' 28.0.0 983 8.11�-� 9.bd LOAOING(ps� SPACING 2-0�0 G51 DEFL (in) (loc) IlaeB PLATES GRIP I � iC 0.61 VeriLL �.19 7I6 999 6120(20ga) 1941i62 TCLL 25.0 Plates Increase 1.t5 ( 1 I � TC^! 70 Lumbeflnvr•�3:,_ t'S . C� .^� :3 � Vert(TL) 091 T:6 999 BCLL 0.0 Rep Stress Incr YES I WB 0?1 I Hor(TL; 0,06 5 nla � BCDL iC.J Gotle UBC-9a ;:�in LenStn I LL tlefl=35C I '.VelgnL 133(ibs) I LUMBER BRAGNG TOP GHORD 2 X a SYP No2 TOP CHC.^.D Sheameo oi�J�1J on remer putlin spscing. BOT CHORD 2 X 4 SVP No2 BOT CHOP,D ftigitl cem:'.g tlirectry apFlied,or 10-00-00 an cen;er tiracing. VlEBS 2 X 4 SYP No3 ' REJIGTIONS (Ibs/size) 1=7224/0-3-B,5=1224I0-3-8 FORCES AUG 0 71996 TOP CHORD 1-2=�1842.2-�=-1605,3-4=.1605.4'S='1842 �����e���r� ,���til/�I��� , WEBSHORD ZA`,375,3 8=594 7 fi 594,7�.61-8 7563 7 ,,�.,���� �r 04��/, ���,dQ K N�•''. ;,.r� . ��/ i� �i`�A�y. .. i � •. � �% � ` .' � LOAD CASE�S) Slanaard ^� � , ` ��� STePHcN PJ, �.=� .:'J `eV••� Y � � CABLER �'P.:.� F'Li "S�u;' :�� ` r: 14780 it�; , - ^ -r��0 f�',�u� A, ,O '<� . � ;-�: .o •�,�-t� ' • , ,;,-,;.,� .'��;:' p� 'y>� °.� '•;�%,J':� . . •".G2` i I @4'V'�►< in1 t�`�, '%�, Ai',. .1:.;-, ..�H'' .:',�-`.•,• !I C O b�acl�.�s� „� ,���„����,,� .... IpyA n e� O ;.�• -„ Sa. � ��,, r �„ ..� .s �.�:�= ?e�c,, Q� afp`r,,�f?I���/� ,� _?'�i%���.,�y � r r •� �� c+o , �, � � � ''�° � r._ i,4,/l�i��. :C, 2 - � �� _ ', c�i`�Ot, � " _ ` f ] r� '.��t a. .0 I�C o�. �i. � a '��.,. ;`j�,M`f..ag c��p�4 j�� s°;., �,i,j l +, a,r�`�s: ., � '•e'� ' j��y o'�o� ^�11°jo„ ' ,CNV�`.•'� �, �� '+ ••�:,,,,;',;,,,���' __� A WARN7NG�Var4 fy d��ipn parameten and READ NOTE9 ON iH1�RL VENSE S7DL BLPORL USE. �� �esqn va1W IOi ase only wOM1 MI1ek Connecla+. IOh�Cesqn h baseC onN upon pa�ame�en s�own,antl k loi an In0lvlduol bulltllnp componenl lo be mstalietl and batled veilkally. APO�aaHN OI tlaslpn parOmelen antl p�OPei InCO�PO�a�bn ol componeni k�esponsbltlly ol balltllnp tleslpnm�nol Vvu tleslpne�.9�ocln�t�own k loi bllial nppo��ol InCNWUaI web membe�s only.Rtltltlbnal tempo�ary baclnp lo Inima slabYlly Owlnp conitmc�bn k I�e �e5ponuD�I11V ol 1�e emctoi. AtlGhbnal pe�manent bwcm0 0l me oveiatl slmcW�e k I�e �exPOnilblllty ol ibe bulltllnQ dKlpne�. FOi Qeneial palGa�ce ��Tek �epo�tllnQ lob�kotbn,qaOlXy Eon��06 sloiape.tlellvery.e�ectbn antl biOClnp,COnsutl C51-0E Gea1MY S1anEC�G,D5�-l0�mclrq Sp�cMlcolbn.oeW Nll-01 m Hontllina Insta111na aM��ocbq G�com m�nCalbn avalqbb liom Oass Rab Inx11W le.SB3 D'Onol�b D�IVa.Motl�.on.W I53)1 C. I . � ,-i -- - - --, Job Tmss Tiuss Type n�Y I P�Y �EL A TOJ FI�1K 1 `� -.PIN�iGfl EL A RH.09-PJ6 �'_G760;� _ '_—_ .• __— —_____'_ _ .. �i; i:i:l� F�Jr E�gle 6uJtling Proq Intly 3:IOC c :�:c:'�1�S'i`.ti�ex hnlu:�tnr. ii-r, oVca a�i9 Oi pN:t i 7c 1 I I o.ii.a �.zn ;.o.o , �.ae.iz i.�.n.n _�in.ii.n� t=+—= 041.0 N.4 9..f4] ].�.t. 3.;.� O.t1-d a,s= 3 /f�a� //\\ 10.00�12 �� � \ 2x4�� � 2R4 ii � 2 � � � J � j�� � � � � � � N -' I �~/ �" I n � i � �{ o o � 6 I I � 6x6= . 6x6= 5 _ i 4x6= . . 4x6= a-a-in e.3.a ie.o-o 4-844 a.6.5 E-8-1C Pla�e Gftrets(X,1�: (1:0-0-0,0-3-2�,I7 0�0-0,0-1�0�,�5',0-0-0,03-2�,(6'0-0-0,0��-t�,�7:0-0-0,0�4�a) � 'i I — � LOADING(psp S'ACING '1-O�L CEI DEFL (in� (ioc) I�Ce� PLATES GRIP I 0.13 Ven LL G O6 i:6 a99 M20(?09a) 194n52 TCLL 250 Piairs Increase 1.t5 � i� ( ) , '1zn TL; O.tO ��o d99 TWL 7A i Lumbei Increase 1,15 :C 075 ( BCIL �.0 Rep S;ress Incr NC WB OA6 Hoal fL) QC2 � n/a yyei ht 99 Ibs IBCDL tO.J GoCe UBC-9� � I !AVi Leng:h f LL u�l=°60 9 ( 1 BF3ACI!IG LVMBEF 1'OP CHORO 2 X 4 SYP No2 TOP c.�1CRD Sneathed or 6�0-0 on cen�er pudin spacing. DJT CHOF.D 2 X 6 SYP No.i BOT CHORD Rigitl ceiling direclN applied,or�0-00-00 on tenter bracmg. WEBS 2X4SYPNO,3 l,`�����T`�,����r:�q� - �iHERS 2 X 4 SYP No.3 _�(, • �� WEDGE LeR:2 X 4,Rig�t:2 X 4 `� Q ' • .. , �( ��� �••��c• '.••'��I i,�,;,(, �� REACTIONS (IDslsize) 1=4357/OJ-e,5=4757/03-e ';�'. Max Horz t=398(load case 9) � ;,; � Mat UpIiR 1=-681(IOad case a),5=-6B1 Qoad case 4) : i���' _ c'`i` `1' ' FORCES ' �. ; • � TOP CHORD i-2=-4226.23=-4049,3-4=.4049.4'S='4226 1 -o •. ; � : BOTCHORD 5-6=3077.6-7=2187. 1-7=7�77 �:yV`'.�r�r�l::•'.�',:•aQ.`; WEBS 2-7=92.3-7=2647,3�64647,4-6=92 i/CS� •'•..�..• ��. NOTES ����S�Or�AL FN����``` I 1)2�DIy Wss to be connectetl rogether wit�tOtl nails as lollaws: Top cnords connecred�wth t row(s)at 1?inches on centec Bottom 4 ��������N I chords connected with 1 rdw(s)a�5 inches on center. Webs connectetl wi�h 1 mw at 6 inches on cen[er. I 2)This truss has been tlesigned tor the winG loatls generateC by 85.0 m.p.h.vnrds al 25.0 feet above gwund level,using 7.0 ps.l.�op AU G 0 71996 chorE dead load and 10.0 ps.l bottom chortl tleaC load,500.0 mAes fmm hurncane oceanline,on a category I enclosetl builCing,of I tlimensions 45.0 Dy 24.0 wilh exposure C(ASCE 7-93), lumber Increase= 1.37,Plate Increase= 1.33.No end verticals are exposetl. 3)SIMPSON H2.5 conneclors recommentled to connect truss to beanng walls tlue to uplift as follows:Two each connectors at joint(s)1,5. ,�,���II�pI►��y 4)SIMPSON HU526 recommen0ea to support span cametl at 24"o.c.along bottom cnord, ",����!��������,, .` _' K � �, I LOADGASEIs) i,,�P�G UF'lf,��I��, `��� . �f �i 1)lumberincrease=t.iS,Plalelncrease=1.15 � �� o�,+ ��� �� '•,S�Q ��� � SiEPHEN W, `'� Uniform Loads(Ibs per R) C . � Vert::-2=�64.0,23=-64.0,3-4=-64.0.4-5=-64.0,5-6=-562.9,6-i=-5'2.9,1-7=-562.9 `'� •P� h��. '� A B L E R * I Concen�rate0 Loads(I�s) � , J� ��� y� � *~ �� � 1 4 78 Q Vert'.7=�60.0,5=-60.0 CA.i'.LF.R : � ? I W��: 49357 �w; _ , r � ,�'•,�'�.. ���r 4�., ,`� , ��:,. r . -•� ...�� � ��` `•� l�3 `G ' � `` 3 i •%r<`.^... .... ���� .,.�. �``vj ,� q.�.�.4� •'�� �P ,�•:` ��'�JyJ�'�� '��� ��� AWAANING-Var�(y dellpn parums�s^e^d RLA�NOTLS ON TIt15 AND RCVER.S£S!➢P.BEFORE USL• �� De54�n valltl lo� use onN wX� Mliek connecron.I�k tlesqn h oased onh�POn Paiame�mt Nown.antl k�o�Gn bONqwl bWk11n9 Component lo be insialleO ontl batletl veII1CaM. APdkablllly ol tlOSlpn PoioTebrs Ontl p�Ope�InCO�POwibn ol<OmpOneni k�eiponslblltly ol bulqlnQ tleslpm��no�Imu tlesWnei. Biacma s�own b Iw Wtemi suppoil ol VWNICUaI weC membeis onN�Atldltbnal lem�iary b oclna lo Ns�ro stabup tlatlnp cQOOVbuct�b�a^ce ietpon4blllly ol 1�e e�lClo�.AtltlBbnal peimanent broclnp ol I�e ove�ap shuc�u�a h �Oe �OS slblllt OI Ihe �ullCinO tles ne�.For eneiol M�Tek ie�oitl�np iao�bolbn,qua111Y coNwl,sloiope,tlenvery,eiec�bn and biaclnq,conson 051�0E OualXy S�anGa�tl,0�0-a����M SWClflcallon.a�e HII�GI � uQndllnQ Inslalllrlp o�W��Oab10 OK�mMd��avallabb bom Imxz Pble InsIIlVle.593 D'OnoLb D�IVe.IAatl50n. i Job Truss �Truss Type _'- . — i Oiy �Ply I '___�_—_ .--.'--' EL n TOa �;PL3LES. � � F' .�iLT. riEL �'.i� �' !_�_� � u0� Ea91c OwWingProd.lntly �_- _ — .7. C.; - � J '_55 h �.c�_�n� ,: � etl M p Oi UL� �5 t .� i -.�: i p.it.a. —7 p,� bf.0_o _,� i .J, I I--t I oyi.a zo.n i.o.o o-���.n I 1t4= � �1 _i'��� ,aco�,z / ` I II �� � � ' � � _� � �� � N I lp � � � L I �� I I � I� �II I�.I I rll u, L I^ I � �;, � .. � ,j� V 'o � � � � � � � � 1 4 3 � axa— :-.a ii axa= I ,ao-a II �+-o.o I aia�eonse�s�x,v�: li:o-o.o.a-i-�ll3'��-�-o.�-�-%1 � LOA��NG(ps� 6PACINO 2-0-0 G51 �I DER (in� (loa) Ildell PLATES �R�P � Yert� Ll 000 / I M20(209a) t94/192 T�LL 25.0 Plates Increase 1.15 � TC ^u 00 � ( T"OL 7.0 L�mber:ncreas� 1.15 � 0.00 , Vetll'TLl �.�� I I CCCL OD Rep���^ss Incr YES WB 0.00 II F�c.crzjn� O.Or Na BCDI 'G,J I Cctle _ —UBGS: .':I:r.Length 1''_Ce9=?'00 bVeighC 107(Ibs) LUMBER. BRACRlG �iOP.CF,:]RC 2 X�4 SYP No2 �iGP CHORD Sheatned 50T CHORD 2 X�/SYP�NO2 BOT CHORD Rigia ceiling directly applied,ar 10-00-0�an cenier bracing. OTHERS 2 X 4 SYP'NO.7 . WED(�iE Left:2 X G,Rig�t 2 X 4 FOBCES NOTES 1)Gabk requires continuous bottom chortl 6earing. 2)Gable studs spzcedaCl6 inches on center. see MiTek"Sfandard Gable End Delatl". 3)Gable SWds exceetling 72 inches length to be lalerally bracetl atmitlpoint,For stu�s exFOSetl to wind, 4)Studs to be fastenetl with 2x4 M20 pla�es. I LOAD CASE(S) Standard AU G 0 71996 ,����aiu���t��� •°� � �f ��� ���,��nr�rnr � `��F?� .. ....Q��/�'.� �. -� k v'���'. � � ; � - `x- STci"ri�i,i �:1••°,-% � : �' STEPNEP7 NJ. f�,� I �I s� : C;'.rL[R : _ : CABLE , � ` G':357 ��- „r.,,�ni,�,,, c�3 � R i .;� �. : 4j. ,� ..� ;��, �, : 14780 , , ,;� �;• • w . ; ;�., c.� �•, .. �:. � �'r�'°;;G'(�54�`;:'..�: ,�,� ,, ' _ ,9��%, ��'. • � . � � � � ., C ,'P;. ,'•,,t�n •,.�.t�>�, ,`., .:t,. 9 �' :�. ,c. , CyST�cRc. .''Sj' i� „',, - G 'i,�j`J,/ `, . �I '' •:r�.,,.»• ��'ii;� : '�����r�iu�u���'�� - =, � ��. -_ :,. _ ,,�"i</q/�.:: •�'•��:;: � I ��-°,�,r,,��A `N. `��� �,������„+� —_� A WARHING-VrrYJy ds�lpn parum<<en und�READ XOTCS OX THIS Al„D RE VERSC S1DE BEFOItE�USE. �� Despn'valltl b� use�onN w��h MRek connecb�s.7hb tlespn k based onN upon paromele�s thown,anG $Ioi an InOIWNaoI bulltllnQ wmponen��o be Inslolletl ond batleE 4etlkolry: AppllcoDllliV ol deslpn po�ometeis ontl D�ope�Incoipoiatbn ol componeni k iezponslbllHY ol bWltlln9 d�W^e�-nol Imsa tlesVpiei'.Biaclnp s�own k loi bte�ol suppoit ol IntllvlCUal web members only.Atltll�bn01�empowry bwcinQ�o Nime stablllty tlwlnp conslmclbn k t�a ieSOCnsibillly o� I�e e�eClo�:FtltlXbnal peimonenl b�acinp ol t�e oveiall i�wcWie k ��e �lsponilblllty ol I�e ouiai�p de:qoe�.ro, pene�al O�bance M iTek p epoitlinp labitalbn,qua�lty conhol,stoiape tleliveiy.eiecibn ond biaclnp,consult OSi-08 Duallty Stantla�Q OSl�lO Bmtln9 Spoclflcatlon.onC HIB Ct O MonUllnp Inslolllna antl Brachq N�COmm�ntlNbnpvallOble Vom lmss f101e Inslltule.593 D'Onolib D�ICa,MaOkon.WI53>I0. Job Tiuss Tru:;s 7ypr. ' --ii�N I���Y �I __._._, � - � �. :.,� . �,� y_,,,��j�1 e�_n � ros ,co��r.acri �� i �-;.:. ��cuE� �;�.,i.�.r��-��. � ------'�—------------ '__'_'_ ' "_—'_—'— _ 9:'rcl Av Ui W ii,�J 107G 1'.nR• 1 Eaglc�uACing PmU,Inc;3 —......_ 1 3C0.:5:_�J::1•..- :n.cnllua�: Inc 9 � a, >>.a 9�.< iz�go i--�A', a�.ao �n.i� 9 � ' �a-� o.ii.a 041.d 9 3.� S.H.IZ S.d.12 a..l - ) / '\ e oo;i2 ��/�\�� ba.� / ��• 2 � � � a m � �\ /� � , _ ��_/ io �i : e ,' s — : 5� � ��� 3xd= o.x.t' 3xd- 3x5= I I 3x5= _ li I I B Z 3 15-9.1J 1a.0-0 � I i 8.2 3 7441 0.2J I � OEFL (in) poc Vde� I P�TES GRIP LOADING�psn SPALING 2�0-0 I C51 � Qa I U20?0 s 19</1fi2 TCLL ?5 0 P!aies Increase 1.15 TC 0 aa Vert(LL) 0.12 715 9 I ( 9 ) TCDL '� LumC�r Incre.se t.i5 ' r.r .- Ve�T) �.19 %:5 ?5? i Re �r_ss Incr I^5 � Nie 0.15 !'mz(TL) 0 C: n1� I6C�L �.� P-�° I I .'�n L=r�.gth/LL=`il='0 i '.':eighc 113 Qbs) 6COL 10A C.;Ce U8C-_4 I LU198Ek Bn,:C;:�G TOP CHORO Z X 4 S�('Nu.2 TG°CHOftD Shez�neC cr 3-d�7 on center putlin spacing. BOTCHORU 2:-�.`•�P No.'_ �30T GHORG P'gid ceiling:!ir?ctly applied,or 10-00�00 on cenler bracing. ExcepP. �-8�.6-3�0 5�65-3-G. � W[�� ^_X4SYPf!o.9 REAGTIONS (Ibs/size) 1=105fi/0-3-8,5=1056/0-3�0 Max Horz 1=76(loatl case 3) Max Uplift 1=-B4(loatl case 4),5=-BdQoatl case 4) FORCES TOP CHORD 1�2=-1568,2�3=-1367,3�4=-1367,4-5=�1568 BOTCHORD 5-6=1392,6-7=959,7-8=957,t-8=1992 WEBS 2-8=-3tB,3-8=504,&6=504,4-6=-318 NOTES 7)This truss has been designed lor the wintl loads generaled 5y 95.0 m.p.h.vnnCS at 25 O leet abwe gmuntl level,using 7 0 psl.rop cnortl dea0load and 10 0 p.s.(Pl�at m�cre seea load,500.0 miles/mm�hurncane oceanline,on a ca[egory I enclosetl builtling,ol dimensions 45,0 by 24.0 wM1h exposure C(ASCE 7-9�): Lumber�ncrease= t.33, 1.33 No end verticais are enposetl. 2)SIMPSON H2.5 connecrors recommentletl to connecl tmss to bearing vrdlis due�o uplitt as!ollowst One connector at joint(s)1,5. ' AUG 0 71996 I LOAD CASE�S) StandarC I ,�N�vtlnl�Y I ,`�a.�uurn�i���, . OF ,,,�:������,,,, vo�` �4. o,y �•. ;����c.?: W. � �4, �;•�, , �•'' � ••,'c •, . ,`�� .... / • ,o .. 'a�p '. EP .¢ . I ;:� ,;• '•'••,,O '•� ;��: :�'t.',�_ r., (�.9,, ^ ST HEN lV. � `� i • ° '`7�., CABLER � �* `c7�p}iFN W. * '_ � ` � � `v'•. _ '_' : f`,5LER �-;�;.� 14780 ;�� :-o � 4ti357 o iW_ � ` -: ;- ' �`` � � :9 ',�9 4, W. •a r ` `. S-rR� i,. �%p'" :FGfSj�°�''� �c ' % � �'AIJ�:' `�. ' - ' .G�� � �, ���F . �..... ' �,J :�F�f,'�, • .�.. ..p.G�C��J .',/ / ;i` L'�. i .,sSjpNA���. •,.,��'?i:1lEN o`' ...,..,:.,. �•�������,�v�` '���,���,,,,��` —�� A WAANIXG-Ysr(jy ds�lpn paramets�*and READ NOTES ON THIS AND FtE VERSL SIDE BEFORL 1/5E. �� Desiqn valltl foi ase.onN`^'h� Milek conneclo�s.l�k tlesqn k basetl onN�POn paiamelen sliown,arW k tw an IntlNiaual buI1dYW component b be ins1o0e4 and botletl vei�kally. PPD�abIII�V ol tlOSIOn pomme�eis onC P�opei incoipoiatpn o�componenl h iesponsblYtY ol buI1GIn0 tlesqnei.not bass tleslpn<t B�acinp s�own h 10�b�lial suDCO��OI Intllvlt1u41 web mambeis Onty.Ftltlllpn011lmpo�Ory broClnp�O InsWO itablll�y dvilnp Consbuclbn k t�e responublll�y ol ��e e�eclo�. Atltlltbnal pe�manent b�oC1n0 O�1F! overau stiucime k Ine�eipo^slblllty o�Ih>bulWlnp tlespnc.Foi peneia�pvlCance MiTek Hvne��in0�naaikrw aM��rac,lnp P�ct'o«nm�nGaibnavalhb�om��vss Pnie Ins�iiu�e�503 D'Ono�b D��we.�M akon,W�53)6o cinQ Sp�clllcatlan,anE Nit�il m �oa rmss m,ss rm� ---• I ciy I Piy --- -----I EL A TOG GAOLE S, 1 � PN�dll_iOh!El.n f+l I�.]9.IG5 _ .. ::2G71i9U I Ea91e Bwltlin9 Prod.Indy — 7?GO e'iep 2U 190v lduen irCV::mes.Inc t:eJ Auq�i(Ja 17 SI 1E9�i P.e9e 1 � Aq t. t'.O.a 2n.p.p ��.� ` �_.o.p o.n.a 0.11.4 �:.0�0 1za= 2 60012 �� /�• I`\ _ I � \ m � ' I oi � _ �--�--s '°"' ,..:; I� .. � �"�^ .... Q' �3 v � dxd= 3xa= 3+d= _ I 2n-0-0 2J-0.0 LOADING(ps� SPACING 2-0-0 C51 DEFL (in) (loc) Vtlefl PLATES GRIP TCLL 250 Plateslncrease 1.t5 TC 0,00 Ven(lL; Q00 / M20(20ga) 19a/16? TCDL 7.^. Lumberinrrease 1.iL 6C 0.00 � Ve.�iTL` 0.00 / �C:.L 0.0 Rep Stress Incr YES PJB O.GO I Horz(Tl) 0,00 n/a BCDL t0.0 CuCe �!BG94 _ `•�in Lengvi/LL Cef1=-60 WeighC tE5(Ibs) � WM6cR BRACING IJP CHORD 2 X 4 SYP P!o.'. TOP CHG:D Shealhed BOTCHORD 2X45YPNo1 BOTGi-fORD 1-a:6�3�0,3�4'.3-11-8. OTHERg p X 4 SVP No.3 FORGES NOTES 1)GaDle requires con[inuous bottom chortl bearing. 2)Gable studs spacetl at i6 inches on center. 3)Gable s�uds exceeding 72 inches IengN ro be lateralry b2cetl at miCpoinL For studs ezposed to wind,see MTek"Stantlard Gable End Delail". 4JStuds�obetastenetivnth2x4M20plates. ��� O � ���� LOADCASE(S) Standard • •�rv�� ,. �•r (`^ �l;( F�1(�f/�' ,,,,��NIIUIII/�/,, ; C� �`���� � •;'! i `��Pt� �F oy� . ;.S.t .,........,� /�'�� ' S7EPHE�i W. � ' I - '•� - „ CABLER - '� S7FpU�,� �,� . �' :.w, � 14780 ; - C:;BLEH : ,�•. I r} =�: 43357 Q '�� �v;�,c�,'�`•,C R�O •��:,.� :O '• ;s�Fn ��;'� >: ���i���n�n�ii ��,� �.�.. �STE ,•'\�.,`J %�'��(.�.��lSTE .a�\�; .�.�Q�'c`! N. C.90.�'�. ��s��s�`�n�AL Ec�`�J� u � i ,'•bE'S��y1AL,�G�p�O` ���c.� �`?��:.i'�E��;F`,9: �� au�u3� �� i "°. ° i - 2�J?Z _ CT•'"Jh � ^�ru� /!�^'14���:�• ���� �%,;;�'icr�n�Ea�;�.�. ���,������,,.� , --� �WARNIIVO�Verlfj/d�dpn p?rame«�°^d RLAD NOTE9 ON THfS AND FLVERSG 51DE BEPORE U9L. �� Desqn valkf toi ase onN�'X� Mllek connecbn.tb6 tlesqn b baseE only upon poiameleis=nown,orW b�o�an b�ENWUaI WAtlInQ componenl b be ins�oibtl antl batletl vmikally. PpP�oWlly ol Cesb�Po�ameteis antl qopm Inco�PO�a�bn ol compOnenl 6 ietpOnslbMY ol baltllnp tlOSpne��not t�uss tleepnei.Biacln0+�own k la bleial svpPOit ol IiWlvWUal web membOn only.Atltllibnal lOmpO�Ory b�OClnp�O Insuw ttoblilty awinp consiNCibn k�M1O iespOn4biYty ol I�e eiOCb�. AOtlnbnOl pl�manpn� b�OCinQ ol ��!oveiaY sbuCW�e h I�!�espOniWlil�y ol��O WMdMW tlmipne�.Foi penawl pupance MiTek �epaitllnp labikalbn,quOlily cOnti01.[�O�apl.tl?pv<ry.mCC�bn Ontl b�OCinp.COnsuil OSi�!!OualMy S1aMatE,OSLlO�mcUq Sp�cIllCafbn,aM XU�V� � HonE11nO Intlolllno aM IrOtlnQ R�CpnmMtlfllbn ovolbbl0 Vom twis Fb�e Inslllule.503 D'Onolib Di We,MatlKOn.W I 53�10. Job T�uss Truss Type • r�,/ p�Y I T01 GA�LE 5. •� 1 I r:.!AILTON I�Gl.A��2��Gfi lH�R'/LAND) S2Gi G92� �H C_l-_ __ ___ __ : __ __-_ Ea gie�widiny ProAUCC, 3.7G�'�Seo 20 1995 MiTen��.Jusires.Inc, Man Auy OS Ud:19'4� 177G P.+pe t i�'.;Y a&4o a-t t.a .a i i.� ia.aa .—� �— o-�s�a �a.ao i<-ao a i�-a 4x4 = 2 6.00 12 ����� _/ '` �ti �- n 0 r I m m � I� oI t: ..�..:�:;�:s.i:���,:,,fi / i..... ........ .. :: ......._......,'�'�._s.,/:v�.i�°�3......w,,..,i..., „,r+.i d ' , ..;4..,. 3 3x4= 4x4= 3x4= sso^ zsan LOADING(psQ SPACINC� 2-0-0 C51 DEFL (in) Qoc) i/deB PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.00 Vert(LL) 0.00 I "" M20(20ga) 194l162 I TC�L 7A Wmberincrease 1t5 BC 0.00 VeR(TL) 0.�0 / "" BCLL 0.0 Rep Stress Incr YES WB 0.00 Hoa(TL) Q00 n/a I BWl 10A Code UBC�94 Mir Length/LL Ce9=360 Weighl:204(Ibs) � LUMBER J— BRACING TOP CHORD 2 X G SYP Na2 TOP CHORD Sheathed BOT CHORD 2 X 4 SYP Na.2 BOT CHORD L4'4-7-1,3-4'.6-0-0. OTHERS 2 X 4 SVP No.3 FORGES NOTES i)GaGle requires conlinuous boqom cho�d beanng. 2)Gable sNds spacetl at 16 inches on center. 3)Gable sNds ezceetling 72 inches length to 6e laterally brace0 at midpoint.For sWds exposed to wind,see MiTek"Stantlard Gable End Detail". 4)Studs to be fastenetl vnth 2x4 M20 plaees. LOADCASE(S) s�a�da�d � AUG 0 71996 ��N�C1.W"Cq��ii ����� 4i�� nnr ,� •. .• g �. `�'��c';:,�u\��ER�.F''9: ���1� .. . . ����!. t��,., �c�•. Y��•��'" ,�a ''� - STEPHEN W. ' i _ 20612 _ � � CABLER '- • �; Si:iEO� � . - ` �r 14JSO '� ' _ -o •. r,C c ,,.�u(�nnq„ '• �`'�. • �9��,:�./���r i�1�':•,C��� `������ V C Q� ���i� . ¢ �, '/�. Q . �;. Fsd ........ v�� ` ,.� Q� • ��0 �'. %`�`���GISTEaF'•'�:': . , �I'',II� ,,an1�",```� • �� .'''... .....,. .i�FSS�' •- ••• �G� ,,� ` f$TF %'sEM�1J.� 3` �, 4q��hA L EC''`��. * • r�^:iiLGC'i _ .i��uau� - I :-v ' d8357 o?wc '9 '•. 9 2``;r��2? �.�.c�'' :°61Sj�' • G�: . ic ' ••.. .,. � � • ��''•:fS�UN A�-�:•`'�� ''�,�,��;;,����` �_� A WARNfNG�Vir(fy di�lpn par¢rrK<<n and itEAD NOTLS ON TNIS.WD RLYERSE SfDE BLPORE USE. �� Desyn vona�oi uu onry wX� Mliek conneclas.Ihb tlesqn b basatl onry upon pa�ameteis+�own,anO k loi an InGNld�ol baWNp componenl io be inslalletl and batleG veitbalry. ApP�oblOty ol tleslpmpa�omebrs anC pwpOi Inco�pOia�bn ol component k iesPOn4bIIXy ol bWltllnp OOtpne�-nol imu despnei. 9iaclnp s�own 4 b�laleial sappoit ol kWNitlual web members onN�Atltlttbnal Iemy+�aiY braclnp lo insme stabNlY tlump conslmcibn b t�e �espon9D1111y ol IOe e�ec�a. AOtlllbn0l pe�mOnen� b�OCInQ�01 I�e OvuaO s�iaC�we b��e ieiponslbllity ol IM buNdlnp tle[Iqnei,fOi peneial pultlanCe iepaitlinp iobikatbn,qaallty coNiol,tbiape,dellveW,eixlbn anil-0iacln0.consafl OSL�lL Oualtly Stantla�E,D51-EV�m<liq Sp�clOCatlon,aM NU�CI M iTek� Honallnp ImbI11M orW��otlnp i�comm�ntlalbn avalbbb M1om Ouss Pbb InstlNle.SB3 D'Onolib D�IVe,Motllwn.W I53)1o. j ; J�ti Truss Truss Type ---' • a�Y I pN I �T0: COMM[.fJ I LI�1, �2^_ � 1 . �iP1AILiOPIIIC-L.�.170-GGLPI(ft'ILAIJD) S'��JGOJ� _"______—_ —'—_—'_ __—_'--_ _'__" '_—_—__— _ __ Eagle�uAdiny PmCUns 3 7G0 s 5�::��0 1995`.ti�ck inws�ucs, Inc. Mun Aug OS 00�19.a� 1996 Pagc 1 -�ii-_p �-aa__ — iaao r-- zas�: �iaao 3q�a o-n.a �.a.a ba-iz sa��z �.i. a�i.a 4xa = 3 6.00 12 ��//9�\\ 2�c4�� j/ \\ ?x4�i Z 4 � P r � � \ C1 _ d1 IO o � 8 7 6 5 � 3x4�= 3x8= 3x4= 3x5= 3x5= ssa issr_ zsao �_ 36] &11.N 463 � LOADING�ps� SPACING 2-0-0 G51 I �EFL (in) (loC) I/defl PLATES GRIP I TCLL 25.0 Plates lncrease 1.15 TC 0.61 �. Ven(L�) 0.19 716 999 M20(20ga) 194/162 TCDL 7.0 Lumberincrease 1,15 8C 0.73 I Ven(TLJ 0.3� il6 999 I 30.L 0.0 Rep S�ress Incr YES Nl9 421 I Ho2(TL) 0.06 5 n/a BWL t0.0 Cotle UBG94 � MinLeng�h/LLCe0=330 I '.Veiaht133(Ibs) LUMBER . BRACING TOP CHORD �X 4 SY?Na: TOP CHORO Sheat.`,etl or J-1�7 on center padin spacing. BOTCHORD 2 X 4 SYP No2 �OT CHCRD 1-8'.6-3-0,7-8.5-7-0,fi-i:6-3-0,5-6:6-3�0. WEBS 2%4 SVP No.3 wEBS 1 Rew at mitlpt BJ,3-6 REACTIONS (Ibs/;ize) 1=122a/0-3�8,5=122aN3-B Maa Horz 1=-68(load case 2) Mcr Uplift i=-164(ICatl case 4J,5=-ifi4�loaC ca:?4) FORCES TOP CHORD 1-2=-tB42,23=-1605,3-4=-1605,4-5=�1842 BOTCHORD 5-6=1637,6-7=1717,7�8=t117,b8='1637 WEBS 2�B=375,3-8=594,3-6=594,4-6=�375. NOTES 1)TTis truss has been tlesignetl for the wintl loads generated by 75.0 m.p.h.winds al 25D teet above ground Ievel,using S.0 ps.t�op chord deatl loatl and 5.0 p.s 1 battom chord aead load,100.0 miles fmm humcane oceanline;on a ca�egory I enclosed builtling;of 4imensions�45.0 by 24.0 wM1h exposure C(ASCE 7-93J. Lumber Increase= 1.39.Piate Increase= 1.33.Both end verticals are exposed. 2)SIMPSON H25 connectots recommentled to connect[mss ro bearing walls tlue lo uplift as lollows'.�-0ne connecror at joini(s)�,5. LOAD CASE(5) Standartl AU G 0 7 1996 ��r1 f1� � i ' F . . ,o����.�uunip�� :'`� �•''. ' :��: „��u�����,,,., o.� 'C� Or p<, ., : � .' STEPH�P! �V. � � '. . c �P •. ��� � � : ,.�NCV W.�Cq,9��'.� c� c CABLpER ,� '-\_,_ ,.J._...,.•'� � t.�� 'tJ / � :�; . 14�O O ��. '� �;,;. 9 ' �k S7E�='�:-:; 'I — '', ^'•. _ _ ' .�' • "1.'. � ' : CJ�U�.t'.S : � .p •, A ;,� = ZvS�Z _ �"n • 4�H.�iJ� Cy�.� •'�`"�`. t�C_:��-�cR'� .:O �'•�. c�,=Te or ; o _ 94 �'�9F 2,�'r��-�� y. ..:;. �\;. P •.. /, .'. h. : ;'<'�C• .�I$ �E.; �j�..' l„" �`�.p '. C� •"��, • Q'� '`'J�/Q�. �L�`+`� ..... � .... ... a n �. � ' �'•;�°�S��N?,l E�� \�� �����aaaue.i�e�'��� o����� . ���a �� A{VARNIN�-Ysr�f'y dedp�pnram«an and RLM 1VDTE5 ON 7IIIS AND REVERSE SIDE BLFORE USE. �� Despn va1W b� use onN�K'll� Mllek connxton. ih6 tleslpn h basetl only vpon paiomvlen xnown.and k b�an Intllvboal bullGbp eomponenlYO be Inslalletl antl batletl veitically: �PPIbaWlty of tles�po Pdiamele¢anE piopOi Inco�PO�olbn ol c�mponeN K�esponsbllXy ol bulqNp tlOSqnei�nol M1vss �eslpnm.Bwdnp's�own k'loi bleial ivpPOtl�ol htlNpual web membeis onry.AOtltlbnal tempomry WaUnp b Inime slabl�lty tlaiMO�onstmcibn k tM1e iespOnslblll�y ol I�e mlcbl. Rtltlllbnal plimanlNbbClnQ OI Ne Ovp�oA[huClum h t�e iesponsiolllly ol t�e bulitllnp tleilpne�. Fo� �enawl pulOance m0o�dinp lob�kaibn,qvaNty conVd.�bwpe.OeMery,axibn and baclna,consutl OR�E!Gea111Y SlanEa�tl.05��lC Imcirp Sp�cl(�ee�lon.onC NI601 M iTek� Mdn011npllmtollina aM��oclrp G�comm�nCalbn avalpble�iom Luis Na�e Inilll W e.SB3 D'Onolib D�Ne.Madkon.W I53)10. Jnb �Truss Tr:�ss Typc i G�,/ I p�y � LN I T0a GIROER 2 � ='%�'•�ILI'CN II EL �a�0-fiG lH�R'ILPI10� S2G769A i____�'--_—' _—'_—�_' _I_—""__—_—_—_—_� '__ EagIC BuAtlinq.Protlu<IS --'— ---"'" -- ' J JL9:'�.V-� f 9SS LLrok InUbslnes. u , !don Au�OS Oi7 19 59 1 N6 P�gc 1 I 19.9 1__M1N_�_ 10.•.9 1a.1-0 � �—.—_— Y].A 3S0 l5-0 }?.9 4x4 = I 3 � � \ I 10.00 12 �\\'\ 2x4 �� � 2x4 n ' � 2 j ;.4 I � �� � \ (!� � 1rl _ � � � I� 0 � � � 6 k � 6x6 = 6x6= 5 I 4x6= 4x6= — yq� yy�� tai.o a-sa a�-io a�a Piate ORSe�s(X,V): �1:0-0-00-3-2�,(3:0-0-0,0-1-0],�5'.0-2-9 0-7�2j,�6'.0-0-0,0-a-4�,[7:0-0-0,0�a-a� I LOADING(ps� SPACING 2-0-0 C51 OEFl. (in) (ICC) I/deFl PLATES GRIP TCLL 25.0 Flales Increase L15 TC 0.13 Vetl�'.!J b 05 7'5 999 M20(20ga) 19a/162 TCDL 70 Wmberincrease L15 EC 076 Ver.(TL) U.�O %l5 999 6CLL 0.0 RepStressl:�cr i:0 � :NB O.QO Horz(TL) 0.0'_ 5 rva BCOL 1�.0 Code U�G-J4 Min Lengtu/LL Ce9='-60 `/�/eighC 98(Ibs) WMBER BRACING � TOP CHORD 2 X d SVP No2 �OP CHORD Shea[hed or 6�0-0 on:enter pudin spacing. 90T CHORD ^_X 6 SYP Na.1 80T CF.ORD RiSitl ceiling direclly applietl,or 10-00-00 on center bracing. aVEBS 2X4SVPNO,J ���.Ni�:�lli��� C,THERS 2 X 4 SYP No.� •'� �N '��J� �.� ���� WEDGE LeR:2X4.Righ;12X4 :� 4QF�.•• ' ',�'•�� O�: . '`. ,�r ����t, •,,E'q . REIIGTIONS (Ibs/size� 1=4323/03-8,5=4323/03-8 : 5 ;n_ � F�., Maz Hoa 1=-276(loatl case 2) v ' � Max Uplift 1=A40(loatl case 4j,5=-640(load case 4) �'�' 2:i�._ ' FORCES • ; �--�_ ;,F ' , C TOP CHORD L2=-4254,2�3=-4076,3-4=-4076,4�5=-4254 ' � BOTCHORD 5-6=3098,6-1=2201, 1-7=3098 ` %`� �`• �.'� � _,,,�^. ;�`QQ� WEBS 2-7=9�,3-7=2665,3-6=2665,4-6=9� 4`��).�'':,`' -�' ,. ' •, : ;' •,.... �'a',� AUG 0 71996 I '•,,` Syr, ��a- o, NOTES ,. '+.a� ,, 1)2-ply Iruss lo be connectetl together wRh 104 nails as follows: Top chortls wnnectetl with 1 mw(s)at 11�d:bt;/y�f�t?. Bottom ,1„��"rI I chotds connec�ed wi�h 1 row(s)al 5 inches on centec We�s mnnectetl with 1 row al 6lnches on cen�er. �—,,Ld K r� ', i 2)This Wss has been tlesignetl for the wind loatls generatetl�y�5.0 m.p.h,vnnds al 25 O/eet aCOVe gmuntl level,using 5.0 p.s.f.top ���(] ♦. chorC tleatl load��antl S,O,p.sf bottom chortl deatl loaq 1Q0.0 mtles hom hurricane oceanline;on a category I enclosed building,ol ,�.V�J', • � : �, � P ( � Plate Increase= �t.J3.Botb entl veRicals are - �� �' i dimenslons 45 0 24.0 wit�ex osure C ASCE 7-93. Lumber Increase= 1.33, `�� ,, , f'�� exaosee. � STEPHEN W, � 3)SIMPSONHU52firecommentledtosupportspancartiedat24"o.c.alongbottomchord, J�����������h -� ` CABLER I ,`'� E fl F 0 ��'. - LOADCA5EI5) . ���,2`� • f'/p''• :�r' ' 14780 ' �� i)Lumberincrease=lJS,PIa�elncrease=1.15 �� �� — . �,.. .,,�� i • t . VnifarmLOatls(IbsperR) : •�O , /,•. . I Vert:t-2=-64.0,2-3=-64.0,3-4=.64.0.4'S=-640,5-6=.562.9,fi.➢=�562.9. 1'i='S62.9 y �, �' S�.L�jrCIS ��'�. ' � �y . _ . ` C:1�SL'c� � y_ � 'O � �.J i :fy�e " [. •_SV�. „i J 1`\0��.�'^C;,� , .... �. .rt•.��`. � . � ♦ :i�'��' ,.... •4;,`� I �`��°4i,,%��`�.A;;'1,�,�� i ��� A WARNING-Ver�fy d�+lpn parametsn and READ NOTE9 ON TH(S AIYD AL VGRSC SIDE BEFORL USL. . _ �� �pexl�n valkJ lo� me onN M'lIM1'MOek connectors. Ihk'tlOSlpn k baseC onN�PO�Pa�ame�en Y�own.antl h�oi-an IntlNltlualbvlMinp componenl to be inslolbC antl'boCetl ve��kaM� APP�abtllty ol tleslqn paiameleis antl D�opei Nco�Wia�bn OI componen�h�esPOnibW�y OIDu4tlinp�tlmlpnei�no�bus� tlesqne�. BwclnO snown h b�b�eiOlSUPPOiI ol IntlNltlu01 web meTbeis onN�A�I�bnOl lempdory dOCNp�O InsmB itab0ly tlwlnp cOnANC�blr k��e ietpon9b�luy ol me eiectoi. AtltlBbnai peimanenl bw<InQ ol t�e oveioll stiuciwe k I�e iesponslbllltY ol i�e bulqlnp tleiqnei.Fo� peneral pulCance � reqoidina tobikalbn.quaYly conbd,storope:tleYVery,eiac�bn antl b�oclnp.consall 051-0!Oualtly SInMa�C,DS��Ei�mNnp Sp�cll�catbn.onC NIlA1 M iTek� Mantlllrq IntlaIIIM arM ltaclrp G�comm�nda�bn OvaMbb�iom Imtt Ro�e 1nsIINIG SB3 D"O�oM1b D�ive.Matliwn.W153JI0. � - --- - - ---- -� - -- ' Jov rmss Truss Tynn c�Y ��y CH l TOa �GAEIE S � 1 � 1 F'%�.'liL iGN II EL d 4.O��iG LH(R'lL:flD) S^_G7f9$ ___'__'__'_—_'--___—. '—" ' __'—'____"_"' '_---__'__—'I' _' __—'_—_.. Ea9ie Bwltling Protlucts J!00 s S�'o 20 13''S b'iir�Indw;nes, �e Idon aug OS OB_19 SG 1936 Paye f � �aii-a� �.a, ,— ia�.c �-°_'� a�i-a v-aa ;.ca o-i�..� 4x4 == 2 _ 10.00 12 ,��I��. /� I I I I� ��. �, i .:` � � I ,I\ � i � i � i � I �� I / ln I / �€�:' .. _'/..:._..__... ........ :.. .,...� ._,.._„i:.y'd�,.._._.�iz.�,.� ° I ' ::4v 3 I 4x4= 2x4 i i 4x4 = _ I ,,,� a � ,s,.o Plate Oflsets(X.YI: �1:0-0-0,0-1-7].[3'.0-0-2,0-U71 I � I 60ADING�ps� SPACING 2-0�0 I C51 OEFL (in) (loc) IPoeFl PLATES GFIP TCLL 25.0 Plateslncrease 1.'S TC 0.00 VeCiL'_) i,�0 / G720�20ga) 1941162 TCDL 7.0 Lumberincrc..::e 1.1� ?C L.00 VertrL) 000 � 9CLL 00 ReFSires's:icr YES ..3 0.00 � Horz(Tl.) 4G^ Na � BCDL tO,U • C�cr UBC-Sa i h;in Lengtn/LL d=_II='_50 Weignt:110(Ibs� �— _ _—___—_"_-- W MBER BMCING 'TOP CHOFC 2 X 4 SYP Na.2 TnP CMOFC Sheathed. BOT CHORD 2 X 4 S�'?�02 GOT CHORD kigitl ceiling direc�ly applied,or 10-00-00 on cen�er bracing. OTHERS 2 X d SVP No.3 `NEDGE �efl:2 X 9,RighC 2 X d - FORGES NOTES 1)Gabie requires continuousbottom<hord bearing. 2)Gable sWtls spaced at 16 inches on center. 3)Gatile s�uds exceeding 72 inches length to be la�erally bmced at midpcinL For sluds exp>sed to wind,see Mi7ek"Standard Gable End Detail". a)SWtls to be fastened with 2x4 M20 plates. �oAO�A5E,5, s�a�da�d ,,,,,,,,,�,,,,: AUG 0 7 1996 �o�` cN t�:. ��''+ , �,a_ �..� y .�C.,...�,., � :�����••�"����-����S� � Q V� \, `1 ' I •',,•I�� I � :`� �.. •• tC•� - a �f` .. ) - ♦ � • �L^i � - 7.Qci2 = �" •' STEPHEN 19. ;,��;_ ;p � CABLER ' � �°•. i� ,�' a . c�: 14780 , �I . S� '•. ;��'::',v•. �, �,c,"'• paaum� ��% ' � , . . i�ny� U�� �PN eqi� . ��. 'P � •�,;,� ��,dA� c'r �,,•�� o,• �� n F p�y ,,,, %�-•'•�G�sT .. I ���,������,,.�� :��'`'' �G ', '�,�".r;'•. . ` ,,.. ., ,` /G;. � .* .j i r�.L,.- _. �:�� �' ����i. ,�,�„ (:3.ii ' _ ^T • ."" , . _.�,,e � . CJ.��•��C.�' ; ': �,'. ,� %,�`��:• ..... . ,�AWARNINO��Ver(fjJ d�Npn pa!nmstin wd HLAD'NOT65 OIV TNIS AND RL VERSE CIDE HEPORL[ISL. �� Oest�n valla lor us<onh�'It� Mltek'connKlois. I�tl'tlesqn§basetl onry upOn paiameten thown.antl b toi an IntlN/JVaI bulpinp�componenl lo be insialiea ona 10atletl v<tlbaW. APPYCabWty oI.COYqn paiameters antl p�opei Incapo�a�bn ol mmponeM k�efpOnslbl111Y ol bvlltl4q tlesqnm-no1 buu Gesqne Bmcinp s�owdh la bleial suppo��ol Intllvqual web membOn only.Adtlllbnal tempo�ary biaclnp to'Inswe stabNty tlwln0 consliucibn k iM1e I �esponslb�llly ol ��e emcb�.Atltlllbnal peimonent:bmclnp.ol tpe ovaa4 sVUC�me k I�e�esponslblllty ol�p> balldMp tlesb�e��.Po�Oene�Ol pultlanCe MiTek� repmtlln�bbibO�bn quallty COnhOliib�apl•.tleWCry,e�lCibn Ontl'biOClnp.COnSUIt�Si-EE Ova1My SYaMO�4 O5�-BOlmNnq Sp�CMlta�lon,aM NIl�01 InQ Inda IM arW�roehq N�eommwEalbn ovaibbb�rom Ouss ROIe Inslltule.SBJ D'OnoVb D�lee.Ma�kon.W153J��. �'—__ _ ___—..._.—�YP �__.. .._._.. —•__ __"_ —'__' —_.__�_,.I Jab iriiss Tniss i e Oty Fly ; LH TOG COn7`.tOfd 'A � i � H,:IAI!i Oil II EL. A d�U��ifi I.H(R'IL�1ID) 52G7G9fi� Ea]le 6ailtling Pioaucts ' ---' ���' �� '��' 7 3C9�.'>xp e0 1SJ5 bfill.k inil�.is�ncs.mc FJr;n nur,75'JV 20170 13`J�i Pay�:t j -6�1-0 d.11.A _� 10�0.0 � 156; __ '0.0.0 'y0.N..1 o-�l. n.��.9 s-a; so-� a-i�a an.a 4x4 = I � I � 10.00 12 ���lA� I 2x4 .� I \� 2x4. �I 2 \�� o "� � \ m 3x4� x4� 3x4'. / �` 3x4.� � \� i � N . o�l � � �� � � � � 4x6 I i 3x8= 4x6 i i — iaao �sso I F �aao I � iaao LOADING(psl) SPACING 2�0-0 C51 I OEFL (in) .(loc) UtleO PLATES GRIP TGLI ]5.0 Plates Increase 1.15 TG 0,32 Vert(LL) �.16 6I5 999 A120(20ga) 194/162 � TCDI. 7.0 L:mber Increase 1.15 BC 058 I Vert(fL) 025 EIS 893 � 9CLL 0.0 �'en 5!ress Iq�r �ES WB 0.1 i � Horz(TL) C�? Na � IBCDL 10.0 I C:7e �IBC:4 — ____._�l=.ng1:�:�L.CZi�`7 _�Weight'. 120Qbs) L � LUMBER dRACING j ?OP CNOftD 2 X 4 SYP Mo2 TOP CHORD Sn?athea oi 3�4�13 on cente:putlin spacmq. � IBOT CHOR� 1 X 4 SVP No2 BOT CHORD �-615�9-0,5-6�.6-3-0. N/EBS 2%a SYP P:c' `NEBS 1 nvn z[midpl SJ ISLIDER Lefi 2 X 4NC 2 SYP 3Q��5,Right Z X 4 Na2 SYP 3-2-5 REAC710N5 (17s/size) 1=898�JJ-8,5=088/0-3-8 , Maz Norz 1=�429poad case 2) • Maz Uplift 1=-122(load case 4),5=-722Qoad case 4) FORGES TOPCHOR� 1-2=-843,2J=-600,9-4=-608,4-5=-043 BOT CHOftO 5�6=613,1�6=613 WEBS 2-6=-199.3�6=45t,4-6=-'193 NOTES 1)This(mss has been desi5netl tor the wind loatls generaled tr/75.0 m.p.h.winES at 25A @et above gmun0level,using 5.0 ps.f.tap chord dead loatl antl 5.0 p.s f bcttom chord tlea Ioatl,700D�miles(rom hurricane oceanline,on a caiegory 6enclosetl building,oi tlimensions 45.0 by 24.0 with erpcsure C(ASCE 7-93). Wmber Increase= 1.33,Plate Increase= 1.33.Both entl verticals are exposetl. 2)SIMPSON H2.5 connecmrs recommended to wnnect Vuss to beanng walls tlue ta uplift as/ollows'.One connecID�at joint(s)t,5. � iLOADCASE�S) 5[andartl AUG 0 71996 I ,"����1 f 11lI I/ ,` ,{,��e���,��.�,,, ' 0 . Kf • �,,ym,n,,,,; ,�' �,- U�F ��/jC.. ,:�•' , f'�': i .� ot��', . � ��3•�'�,, �S'L a.e .. o. ,. � ; 5 STEPHEN 1N. � ��.• ��Sr�;;�'.'•'i � •:��=;y ,�:,• ;c' ` CA[3LER �� �-� :�,'�`' �,• �v� � S�'� .i� ,1 — =�'' 14780 -. , � ��,:�r, ; , I " � �,� iif �C , `F '��L2•4 ?�� r � .` � 9'�'•. /; .a� . ;' �<;� _.;`;,;'•,,::,... ��J`o �`S..i, - . . . .\ � � O�F'•o'•� I• •1''•,o\Ca . '��•i� <Y�;"_!!1 i1\•4�,, •��e��..1.... ��i� S � • �� ��; �J� � J� ',,��I/Ir1��14i1��"``` r. � (�µ.Aq�r�ryp.yi�fy��(�pnr¢metm and RLAD NOTE9 ON 7H15 AND RLYERSL 91DG 9LFORL USE. �� Desyn valid b� use onry wXM1 Mliek cOnnxbn.ID!s tleflpn b bOSed onry upon Paiomebn Mown,arw h�w an htlNlCaal bWqlnp componenl lo be Ins101btl On0 batletl vptlkalN� APP�DOIItly ol tleslpn pa�ame�e6 antl p�Opei Inco�po�atbn ol compOneni k�etpOnslbllpy OI bulldlnp tlOSlpnl�-nol Imit tlespne�.BwclnQ snown b iw btewl tuppotl OI btlNltlaaf web mem0eu onN�A�Ilbnal�empo�ary dOCMp t0 Miuie slCbNfy tluMp conslmclbn k 1�e ietponslbillly ol l�e�e�ec�o�_AOOlibnal.pe�manenl b�aclnp.ol'Ihe oveiatl tltucluro h 1�0�e"ooeslblllry OI Ihe bWltllnp tlesl�n<�. Po�9eneial O�ba�ce ieqbitlinp bbticoibn.walhY�o^��el.stoiope.tla�lvery,eixtbn antl biotlnp.consatl CSi-!l�OUaItlY rantlo�E,DS��lG�mcinQ Sp�clOCe�bn.a�tl NILOI M iTek� Nondllnp InslaYlrq aM trocbq R�commwidNbnovalbbb Vom�mss Pale Ins�IN1e.58J D'Onoliio OMe.Matlhon,W 153]l0. -- — ---------- ---- — ------ ---� Jabiruss TiussType �=IY i�'�Y � _ _' ' LH T07 GA[3�C S ,t ' t HA:Ai�_iOli II f-L 1.:�0-5�;Lii(I!'1lA1101 52Gi i�Ji i ' _"—_—'_"—_'_ —'—"_ ...--__—__ " _ '_ "___ __ _' '— —"______'__...� Earlc Bwlmn�PmUUCtz 7'_li;s Scp Z� 1955 aLG�k I!��:usines, Inr. Mun nu9 C5 Otl.'.0 0� 190G P�gc 1 � _au.a _+o_ao ,_ aao.a ,��i-n � o-ii.. ;aao iao.o c.i�.� i 4X4 = ' 2 � ��i\\ 10.00 12 �-� � ,; '}� � I I � �� , � � ' ' ��� ^ � , � , �' o ,/ i i � � �! ; � � i , � � ;I I ; Xa.� 3x4'..I. . �% � i i 0�1 r�r�—� ..,. .......�.�� � I ^ ... . .. .::;. �'� .... ' O p _.c:�'�.;. ��, �._..:�_ ............ .. _,,:;_... .... __�—,,.., _.__....�...: I 4 3 _ 4x6 i�, _....._ 2x4 i 4x6 ii I zaa� I zo-oa LOA�ING(psn SPACING Z-O-0 G51 I DEFL (in) Qoc) UtleO PLP.TES GRIP �� TCLL 25.0 Plateslncrease 1.15 TC 0.00 `/ert(LL) OAO / '°' �d20(20ga) 19ary62 � TC�L 7.0 Lumberincrease 1.15 BG 000 I Vert('TL7 0.0^ / "° i B0.L 0,0 RepSlresslncr YES W9 O.C� i 4o�z;'LI 0'.0 n/a 6CDL 10.0 CWe UBC-94 � � ���in�_ ngii+�'_L c�:'= 360 We1gnL 193(Ibs) I� IUMBER BRAC�NG TOP CHOkD 2�4 SYP No2 i CP CHORD Shea;:�ad BOi CHCR� 2 X 4 SVF hla2 f30T CHOR� 1-a 5 ;-0,3-at6-3-0. O?HEP.S 2 X 4 SYP No.:. SLI�EP, L=ft 2 X 4 I l02 SVP 1-2-15,Right 2 X 4 No2 8.P 1-2-15 FORCES � NOTES 1)Gable requires conlinuous bottom chord 6earing. 2)Gable sWtls spaced at 16 inches on center. 3)Gable stutls exceeding 72 mches length to be iateralty bmcea at miCpo nL Far studs exposetl lo winQ see MiTek"Stantlartl Gable EnC De�ail". 4)Studs to be tastene0 with 2x4 M20 pla[es. I LOADCASE(5) Slandartl AUG 0 71996 . I {,.a'�1"��� F �K '� ._• . ti ,•. I ` ".' STEPHcN VL . � � CABLER ,,,,�,��l����,,,, ��� ' 1478G i �.^ �C�141. (`F��tr .��ar.i�uy� � .o'. . � �' �; •• _ ••.°�F° ,0•`'4 p.� p '''�. -�¢1 ' ?^ L' . I � �� ,\'vu,.,l.�<iJ�' o ' ��,���� � H/O�ii ii 0�', G i$T:R . . I :'c. — ,,... ,.. �, � �i i�' ... _.• �` �J . .. • . ���I�S��f� � E\"�: _ �'`'�� o * ° ST��'''•��'���• •� ����4��uu•i�:.;:. • ��FT_ Uh � �,J.'�.SL. 2� • �iC`� /,',ni���1��� �l�r. '� � f,- .� r y0 ,'/.4: �r1<' � ��', .S%� '' a i '.,FSc �'......••;�� ,�: -Jh„ �,+� �.��,';� �•�� ,���`'C�.A��E"°�,` !:'��� ^� � �, ��,��: �i J r i^:�i:t'L 1 Aµ.,�ylryp.y��fy���pn�nmsten and READ NOTES ON Tffi3 AIYD RLVLASE SIDC BLFORL VSE. �� Oesqn valid la use onN�'h� M�ek connKb�s.lnh tletipn h basetl onry upon paiomeieu�own,antl b loi on Inalvqual bWltllnp comDOnenl to be ins�olietl antl botletl veilbalh. ApP�ab11HY ol detqn paiame�ert antl p�oPe�lncoipoialbn ol COmponenl h ieiPOnsIb111tV ol DuIWInO Omlpnm-nol buss I tlespne�.BiaclnQ s�own k lo�bb�al�uppOil ol Intllvltlual web membais onry.NtlCllbnal ternpO�ary b�acMp lo Insme stablltly tlwlnp consUacibn k I�e �epa tli p�ob ka bn,qvoilly cool ol.�tompe,Cetive y.eiacibn'ond bQaclnp,cont tl�OSi-E!GuotMp'S1arWa 4.O5B!o�mclrp SweMkallwt o 4 N o 01 MiTek� Ellp t rbY IrqN�comm�rWallw�avaibblelioml�usiRaleNSllWIe.583p'OcolibD�IVe.Matlkon.W153)10. Jnb Luss irussTyPc _.__—'_ --^-- _ Cty �FIY � . '--__— •I _ I--' I �� T09 �b7Gfl0 �5 t !'.FIAILI'Of�l II LL i1 n::O�GG LH(RYLAIID) 5'_�i769U ' '__—'__'_"" __ '_'--_'__ .. .._.._"___.—_._..._— _—"_"_—_'—__'_'_'—" __ __—__' EoJle 6Waing Pwtlucls 3 3GU s;eo 20 �995 M1��ie+inauswcs, Inc Mon Auy OS 011 20'07 19]G Page � � �6 N.d 4-ID_fl 5�W �I �_—_ a i i.a +-+aa a�.e I 2x4 " �I 2 ` 5.00 12 � I II� � //'I li I I i � n v N � � � / ...� � I �I I��I CONNECTION (BY OTHERS)-3'u' I i ��� 2x4 u - � I, 2xa = I - i i sao I iaa ILOA�ING(ps� I SPAqNG 2��-0 C51 � OEFL (in) (loc) Ildell PLATES GRIP i , TCLL 250 I Plateslncrease 1.15 TC 025 � Vert(LL) OA: irJ 999 M20(20ga� 19An62 I TCDL 70 LumCerincrease 1.15 . 6C 0,10 � S'ett(TL) 0.03 1/3 999 BCLI 0.0 � Rep Stress Incr Ye5 i WB C.00� HorzrL) �.00 3 n/a � BCGL 10D I CoCe UBC-94 -- — �_ Pdm Lenglh 1 LL CeC=3>C Weight:20(Ibs) I:JMP�R BR4.:1::� TCP CHORD2 X 4 SYP No2 TC°CHORD ::��eatneC or 6-0-0on center potlin spaang, BOT CHORD 2 X 4 SV°No2 excepl entl vetlicals. WEBS 7'X<SYPNo3 BOTCHOR� 1316-3-0, REACTIONS (IUS/S2e) 1=258/0-"s-8,3=190/0-1-8 Max Horz 1=137(loatl case 3) Max Uplifi �=-40(loatl case 2),3=-St(load case 3) FORCES TOPCHORD 1-2=0,2-3=-t51 BOTCHORD 1-3=0 NOTES 1)This truss has been tlesignea far the vnntl loatls generatetl by 75.0 m.p.�.winCS at 25.0 feet above gmund level,using 5.0 ps.(.top chortl deatl Ioad antl 5.0 p,s.f bottom chora deatl toaq 100.0 miles from humcane oceantine,on a category I enclosed�uil0ing,ot dimensions 45.0 6y 2A.0 wdh eHposure C(ASCE 7�93). Lumber Increase= 1.J3,Plate Increase= t.33.Both end venicals are evpased. II 2)SIMPSON H25 connectors recommentletl to ronnect imss to bearing walls tlue m�uplift as tollows:One connecror at joint(s)1,3. LOADCASE(5� 5[anCa�d ��N���������h�� I �.� �N !a; '/, ° ``"` �'�� �'' AUG 0 71996 ��n�,.�''L�'������irlc•��%5� � �.ifut��.� I :,'0. �/J�•� — •`� �.f� F/ E�; 1 `I.Dg'^ ��i��avnup� � l D� �I _ ;, _,..; .; ` �'.� OF Cy�''° ��' _ ' • ' :-'-E�_ .: - ,�.�� ,... .e.. �O �% �"' STEPNEN V7. : _9>:''�,'�la;;;:'°�F,� � G' ;' �'• CABLpER i . .. . r��n!���•1 �it�'•� i= ` '. 147(JQ •: �� " '��',4�'��1�iA�•�NC����°`` `�} ��,1� 'l ''i �'S '. :�� C �����iinu��N CPg!i;�7 � W �'. �P. 4r0 '�v"i; ^ ,O. '.�: ' �';�.'. CIST`cR .'����. x��': �: F, ,. . � ^�?`�•� ,,..�:• � �i. y:. ._.., _.•.�(�`�� ' �,';,;';y'J ' ;::�;"',, '������.uuuYt�J�� I .;:._,�,�, .�•�"t�i.. ,,,. , ��� A WAftNING-Ver�fy de�lpn parnmetart�and�RLAD NOTES ON TlIlS M'D RL VERSL SfDE 9EPORL USC. �� Oespn valltl bi ase only wl�� MIIek cOnnecbn.IDk tlesipn k basatl only upon pa�ameleu NOwn.anC h b�On IrWNWVaI Wlltllnp<omponen110 be msialletl antl baCatl vetlically, APP�kOblltly O�deLpn pa�Ometars antl pwpe�IncoipOwlbn ol componeni k iespOnzlbl0�y OI bulltlln0 tlmqnai-n01 Vuss � Oesqnei. B�aclnp s�own h lo�bte�al�uppOit ol IntlNlaval wpb memDeu onN�Aad��bnal tempaory bmclnp lo Insme slotii�ItY tlutlnp conslmcibn h I�e �esDOn9blllly ol ine eiecloL PCdlibnal pe�monenl biOClnq OI I�e Ove�aA thuGt�ie k��e iesponsi�lllly ol I�e balltllnp Gesqne�.Po�penmal aWtlan<e �epa�CinQ IaD�kd�bo.qvallly conliol.sic:oq' tleWery,maclbn on0 biaclnC.�onsult C51-E�OualXy SlanEaitl.OS!-0V tmclrp Sp�eMkalbn.a�W NI�-Ol MiTek� tll Q I � II nE�mNrp Y�cdnmmtlalbnavolbbb hom liuss Pble IntlOUle.5B3 D'Onolib D�We.Motllson.WI53J10. _"—_ _ ' —___"—___"—_ "'_' j"-- — '___i Jab Tms� I Tr�iss iype " � � �Gq I Ply Ud �T� �MCPIO Cn�LE S �� • Hn;.11LTCH II[I_ ?��'_O�GS LH((?'ILAi IC) S.GiG�9� Ea�)le pmldmy PmCUCIS �� --� J " _— �" � � 3 JLO s Scp'_0 1995`,hL!k InOUSmes, Inc Idon A��r�OS Otl 20'.O�J 140i] Pagc 1 l � .O.it.n n.IF4 `y0�0 i—_—� —_'_ 4H-< �+-IJ.O 0.LB 2x4 ''� 3 " S.00jt2 2x4ii �I z j I � J I I N / � t N / n I � �1 � � � .t ',`/% O S'y4h 1G i 4 � � � ���i..rii .4 ir� i: " % � ,ri'/ .� �� �: �: . .. �; . ....: ;: � . .< i < .� ,.e,..ES:�e�...�,:s. �.�,�.;_: .._,,:_ �'-'�_:s - ..... .,,.,..,,_..:.,.�, .. � 5 4 2z4 = 2x4 ii 2x4 ii _ � sao sao I LOADING(ps� SPAGING 2-0-0 C51 I, �DEFL (in) (loC) I/tle11 PV1TE5 GRIP TCLL 25.0 Plates Increase L15 TC 0,00 � `/ert(LL) 0.00 � M20(20ga) 194/162 � TCDL �.0 Lumber Increase 1.15 � bC O.CO I Vert(TL) 0.00 / I BCIL 0.0 Rep Slress Incr YES WB 0.00 � Har.iy 0:00 n/a I BCOL 10,0 I Cotle V6C-94 (PAamx) ; �1tin Leng�h/lL tl�-1=3F0 We'3�t:2J(Ibs) LUMHER 6fiACINC TOF' "HOR� 2 X a 5�?No2 TCP CHORD SheatneE 80T CHO�D 2 X 4 SYP Na2 �OT CNJRD t5'E-7-0,a-5'fi-0�0. , WEP.S 2X4SVPNO.3 i OTHERS 2 X 9 SYP lvo.3 FORCES NOTES t)Gahle requ'res continuous bottom cha�bearing. 2)Gable studs spaced a[16�inches on cenler. 3)Gable sWtls exceeding 72 inches lengih ro be laterally bracetl at miGpoinL For stuCS exposetl to winq see MiTek"Standartl Gable End Detail". 4)Studs lo be tas�ened with 2x9 M20 plates. LOAO CASE�S) Standartl '"�ti,,J��(,,, ,, AUG 0.7,�►�96 ,.�Q�,`c �n ., . _ �r.� �5~� �"_'�, '��9 � � �fNT��'% •,�,_ .,�G '• . I - 2G6i? - S7E EPi . 'i : = . �-;,,� „�: . - CABLER I • -o '•• y •'e. ,,,�<����„ :_ 14780 : � ��O �'•.����I?PI�',.'� 2.�`'�` +�''� a.f ���4 � ��� Q :� �FS '•...,.,...� �� ,.�' �.�= O�j�'�,, � �„•, P � • � � �����0 `SI�fJA1. Ft1�`,����� � G��: ..,� ,e. t� '. Y��) %o `GISTE� ,.•'�"';, ��'����nu����� �'��FS`�./ - �G�,��� � ? s 1 .. z�:i z!� l`l,•"t 'F�: i����ONq� ,1,,�• i `C�;C'_�R - � u�uU j =� ; 4u:�7 a�- ',�<•.-.n�^. S�L�.���v: :' '•..,,�;�` '• ••�7> ,,. I �������tijl��.����� '>>n,.e. •• � � A WARNING-Yer�fy dsApn par¢melen and RLAD NOTLS ON THIS AND RLVE'RSE SIDE BGFORL USE: � Despn va��tl loi use onry wlt� MOekCOnnectois. I�k�d<slpn k bosetl only apon paiameters sl�own,ana k loi an IntllvlGUal bWkllnp<omponent lo be mslolle0 antl baaed vm�lcaNy. APOIICabYtly OI tleslpn.Daiame�eis antl Pwpei Nco�oowlbn ol cOmponeni k iespons�btllty o�baIlClnp.Oesqnei�not tmss tletpnei. Bmcinq t�own k Iq btl�al tuppO�t o1lndNltlual web memben Only.Ptltlflbnal lempoiary biaclnp lo IniW>itablYly tlminQ constwclbn k t�e iespOnslblllly ol 1�< eiecloL Atltll�bnal plimanenl biacln0 0l ��e OvG�CY tliVGIWO h��e �sponslblll�y OI�he buiamQ tlesWnei. Fo�penaw�Ouaance �iTek iepa�tlln�IOD�b�lbn,qUallty�COnli01,slOiape.�tlellvery,mOClbn antl b�acln0.�Onsull OSi�EG CualXy S1OntlaiC.-05l-l0�mclnp SWCMbatlon,a'W NIB-VI � Hontl�lnOlnslalllrq arW�raclrp R�comm�nEalbnavallabb liom Imsa Foia lnqlivle.SB]D'Onol�b Orlve,Matlhon.W153JI0, MECcheck COMPLIA.�VCE R�PORT 1992 Model Energy Code � Permit � MECchFck Software V2rsion 2 . G I Checked by/Date CITY : Indiananolis STATE : Ir.diana HDD : 5535 CONSTRUCTION TYP� : Single Family DATE : �-1-1998 DATE OF PLANS : TITLE : F�p.�;�{0� 9M� COMPLIANCE : PP:SSES' Required UA = 487 Your Home = 412 `� Area or Insul Sheath Glazing/DOOr Perimeter R-Value R-Va1ue U-Value UA ' - -- --- - --•- ----- --0 . 400 123 - ---- - -- - - --- - - - - - ---- - - -- - - - ---- - - -- - - , CEILINGS 1260 30 . 0 0 . 0 44 WALLS : Wood 9rame, 16 " O . C . 2540 13 . 0 6 . 0 145 GLAZING : Windows or poors 307 DOORS 38 0 . 350 13 BSMT: 8 . 0' ht/7 . 0 ' bg/3 . 5 ' insul . 829 11 . 0 66 CRAWL: 36 . 0 " ht/28 . 0 " bg/24 . 0" insul . 164 11 . 0 21 -- - - - - - - - - - --— - - - - — -- - - - - - - - - - -- - -- - --- - - -- - ---- - - - - -- - - -- - - - -- - --- -- COMPLIANCE STATEMENT : The pr000sed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the 1992 CABO Model Energy Code . Builder/Designer Date �t�LEA3�D FOR CORbSYRfl1C°,"�! �wbjact tc complleneo wltA a41 Roqc_;_: oF Stat� ana Local Co�me DEPT O�' CO@9t�lJR717'Y S�atb'€; CITY OF CdR@AEL / CL�Y YO�i�,:� :._,,� lMDIAIdA MECcheck INSP�CTION CHECKLIST 1992 Model En�rgy Code i�ECcheck Soft��rare Version 2 . 0 DATE : 5-1-199'3 Bldg. Dept . Use CEILINGS : ( ] 1 . R-30 Commerts/�ocation WALLS : [ ] 1 . Wood Frame, 16" O. C . , R-13 + R-6 Comments/Location WINDOWS AND GLASS DOORS : [ ] 1 . U-value : 0 . 40 Fcr windows without labeled U-values, describe features : # Panes Frame Type__ _ _ Thermal Break? ( l Yes [ l No Comments/Location ' DOORS : [ ] 1 . U-value : 0 . 35 Comments/Location BASEMENT WALLS : ( ] 1 . 8 . 0 ' ht/7 . 0 ' bg/3 . 5 ' insul . ; R-11 Comments/Location CRAWL SPACE WALLS : [ ] 1 . 36 . 0" ht/28 . 0" bg/24 . 0" insul . , R-11 Comments/Location Applies to walls of unventilated crawl spaces . AIR LEAKAGE : [ ] Joints , penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors . MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified "so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service w_.*_er :heating equipment must be provided. Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications. DUCT INSULATION: [ ] Ducts in attics, crawl spaces, exterior building cavities , or outside must be insulated to R-8 � ; nsulated to R-6 . [ ] Ducts in unheated basements must be DUCT CONSTRUCTION: [ ] All transverse joints must be sealea with mastic, tape, or mastic plus tape . The HVAC system must orovide a means for balancing air arid water systems . TEMPERATURE CONTROLS : [ ] Thermosta�s are required `or each separate HVAC system. A manual or automatic means to partially rest-riet or shut oLf the heating and/or cooling input to each zone or floor shall be provided. MISC REQUIR�MENTS : [ ] ReLer to tne MECcheck Mar.ual for requirements relatir.g �o swimming poo�s , HVAC niping cor.veying fluids above 120 F or chilled fluids below 55 r, and circulating hot water systems . -- - -NOTES TO FIELD (Building Degartment Use Only) - - - - - -- - - - -- -- ' - - - - - - - --- Job � Tiuss Tmss Type �Oty' I Fly I EL A i01 GA�LE S. ° 1 � HPlAIL7CIi GL.A RF�dJ'J�iS6 5?Gl4li5 C 3JOG�S�P'L`1995lLi—'---" —'— _ Eayle Bmltling Pma.Inay N incati�nes.Inc -/JeC,:og OJ Un 17 JG 197�i P�yc t i �-11.1 ta.0.0 ''g.0.0 �N.t�.A a-11.a ta.o.o tl.o.o O.tt.a a.a= I 7 s oa rz /L� I ���-�` i`\;\ � ,. � oI -� ...4. .�....._.__..........,�...,..I..�.. _.✓':; `� � ., ,,. T.-- �,,,_,..-.�-4 ._,..,. . ,iri�.:'' ,. ,�.,,..:.�:. ,;. , :,; ; ,,'�9/�.':�.'. ,� ..,, d...,.._W......... ... .�.... . �.�.............. , � a � 3x4= 4xd= :x4= 28 0-0 ae o-. LOADING�psn SPACINO 2-0-0 C51 DEFI (in) Qcc) I/dell PLATES GRIP TCLL 25.0 Plateslncrease 1.15 TC O,OQ Vetl�LL) 0.00 I "° � M20(20ga) 19a1iG2 TC�L 7.0 Lumberincrease L�5 BC 0.00 `/ert(TL) 0.00 / °" BCII 0.0 Rep Stress Incr YES N'B 0.0� Ho2(TL) 0.40 n/a BCDL 10.0 Catle UBG94 Min Length/LL tlefl=3fi0 weiyht 204 pbs) Ll1M8ER BRf�CING TOP CHORD 2 X 4 SYP No2 TOP CHCRD Shea;�etl BOT CHORO 2 X 4 SVP No2 BOT CHCRD 1-4[2-7-3,3-4:2-1�-5. Oi}fERS 2 X 4 SVP No.3 FORCES NOTES 1)Gable requires continuous Dotlom chortl beanng. 2)Gable stutls spaced'at 16 inches on center. 3)Gable stutls exceetling 72 inches length to be�atemlh/bracetl at mitlpoinL For stutls exposed lo wintl,see MiTek"Standard Gable End Detail". 4)SluCSlobe(astenedvn�h2x4M20plates. ,��pmqry�� ��Q����QC ,•°`` � C!F '''•. � K •r4�� LOADCASE�S) Slantlard ��,+ .�t�� ,,,,�'y,in�,,� ��.,` f�T �,, ; °�:�° °.. ' `+� •- � c,� ? $Tii�i'.'�U ':`L �t � ��"�H��J7�-x(!'U!t! - r;•;i.;;l"', � CABLER ?� : ,,;;:357 `o,'�"': = <�: 14780 `' � +�J^''^:`=4',.y.��P...•'� ` • A'� �P �v ,•�V� I '� '•• ' ',yU���` r �%�. . � GI$TL�,•� \� �' ,'�O���iSJJ����i�� 56G�`e' ``,�����N�iln,�,,.,� 'I�`�i��SSIpNAL.��```�. �::,s„o:n . Q';�� - . �qg ., y4�i�uu�U�`�. . `�SZ�,. �'�c�'�., lF.9: �Y . �Nr'� I - v ' i �(,_;� ' £'. ' �1,�, �i.��l i'C� ,��fs,�n".`�...�`,'�,`,j�,,`:` ��.���/�:1� ��" ��� � �4.�un��V� ��� A WARNINO�Vsr�fY�aY^P°�°�terr and RLAD NOTE3 ONTHIS AND RLVERSL SIDL B6PO/7L USE. �� Desl�n valp lor use OnN M'n�MRek COnnecbii.l�k GeYpn k based Onry upon Pa�amelOn t�own.antl k b�on NONltival bvlpinp componenl to be InslolleO antl baCed ve1lkalN� APC�kablltly O�CeSYJ�1 Pa�omebOOnC Plopel IncolpO�atbn ol com JJnenl h IBZpOnslblll�y ol bulqlnp tlasl�ne��no��iusi tlesipne�. Pwclnp a�own b 10�b�ai01�upPO��o�'M1�tlNltlaOl web memben Only.Atltllibnal bmpowry bioclnQ�o Nsuro stabWty tlu�lnQ conshac�bn 4��e ietpon9b1111y ol t�e e�eciq. AtltlXb�wl{,.r�manent b�acNp ol t�e Oae�aA shvCiv�e 6 ��e iesW�slbllltj ol I�e buMtlMq tlatipne�.Fo�pemial paqance �epaitllnp tobiboibn.QualXy conVOl,stoioqe.tleNVery,mec�bn antl biaclnp,consult OS1�EJ Gua1tlY ra�dartl.�5��lC�mclnp.5p�ciflcatlon,orW NILiI MiTek� MantlllnQ Intlalllno aM trocbq R�cdnm�nGalbnavallobb M1om imu Pa�a Insll�ole.583 D'OnoOb D�Iw.Motlhon.WI53)10.