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Home My WebLink About0203.97 Truss Plans s,;� � doD Tmss TrussType ah, P�y I ELEV A' GE02 GABLE 1 1 {�yRM�fCF:-}t18 �ROuk'i'oU 5174864 � DAVIS.WHOLESALE 3.300eSep201995MiTeklndus�rlee,lnc. TueMay1407:17:55�19�J8 Page�:1 --�, r . r649 &&15 I 1S].1 � 24d-0 03.� 0.39 g&15 F ' �'�o-2 &&15 0.&9 3x4= 1.Sx4 n 1,Sx4 u 3x4= 2 3 4 5 7.D0 12 W � � �� -- :,,. >;.�.. �� .;. . � � w, :u. .t<.<,.��£Rla; .�a i ..z/ 5r�8„::h"i::iiy��,q:;.,,.:m,;.;, 1 �ai�.3:,. .,i...::f' , .<7;: �m. x.✓,' . �� . 1 .9 ..8.. 7 3x4= 3x4= 8 1.Sx4 ii 7.Sx4 il 3x4= 20.4-0 ]E-<0 Plate 0lfsets(X,1�: [2:0-0-0,0-0J],�5:0-0-0,0-4-3� LOADING(pst) SPACING 2-0-0 G51 DEFL (in) (loc) Vdefl PLATES G0.1P TCLL 20.0 Plates Increase 1�.15 TC 0.00 Vert(LLJ 0.00 / •^• M2�(20ga) 149/104 TCDL 10.0� Lumberincrease 1.15 BC 0.00 Vert(TL) 0.00 / •°• -"'^LL 0.0 RepStiesslncr YES WB 0.00 Horz(TL) 0.00 Na 1 DL 10.0 CoGe UBG94 (Matrbc) Min Leng[h/LL defl=240 Weight:120(Ibs) LUMBER BRACINO TOP CHORD 2 X 4 HF-0650F 1.SE TOP CHORD Sheathed BOT CHORD 2 X 4 HF 1650F 1.SE , BOT CHORD Rigid ceiiing direc(ty applied,or 10-00-00 an center bracing. EzcepY. WEBS 2 X 4 SPF No2 8-9;5-414,7A:53-0,6-7:5-3-0. OTHERS 2X4SPFNO.2 FORCES NOTES 1 J Pmvide adequate drainage to prevent water ponding. 2�Gable requires continuous bottom chortl bearing. 3)Gable studs spzce8 at 24lnches on centeL 4)Gatile stutls exceeCing 72 inches IengtM1 to be laterally bacetl at midpoint For sfutls euposed to vnnd,see M7ek"Stantlartl Gable End DetaiP. � 5)Stutls to be fastened with�lx4 M20 plates. , IOAD CASE(5) Standard . . . ,��\11111RIIIlIII ,•'��,'�Q,`�EN W CqBI��'. S� ,Q��iSTFy'•F Fy'. � O' : Nv ' 20672 ��: :STPTE OF • • ' - ' 9 S / :��: �:°.c� '•.;vD1ANP �t�,`'�� •. Ff /•,___,��• r �� unu�N• �nAY 141996 A WAHNINO-Vsr(fg ds�fpn'pur¢riutev and READ NOTE9 OXTffiS AND RLYER.SC SIDLBEFYI%USE. �e� Dexqn�vollC locuse onry wMh,MRek.connecto�s me eesqn�e cesea onN upon paiome�eis sl�owm�anO 61oi an IntlNklval bulWlnp componenl lo be Instoiledbntl batleO vetlkally.,Applkabillty o�tlespn poiometei�ontl piopei IncOiPOia�bn ofcomponent k ietponslblltly ol bulitlln0 tleslpnai-no�huss � tleslpne�.,Bioclnp s�own h loi'bleiol wppotl ol YitlNldual web membeu only.Atltllibnal lempoiory bwclnp lo Insme tloblilty Owinp consbu<Ibn k t�a iesponYtilllty oi iM1e.e�ecloi.�Atltltlbnal peimo�ent-0wcinq ol:iha oveiall shuctme b ��e iesponslDlllty ol I�e bulqlnp tleslpnei. Fo�peneial qvltlance iepaidinp�iabilcdlbn,qualtly conhol stoiapa,tlelNery,aiec�bn antl Oioclnp,consult OSi-BB OualXy StontlarQ DSB�EV Yracln9 SpccMlcatlon,orW NIB-Vl �iTek� Hcntllln0��a��^4 orW�rocirp R�tanm�ntlalbn Ovolbbb�iom I�uss Pble Int�l�ufe.583 D'Onolib Dilve.Matlkon.W I53JI J. Job Tmss , Truss Type p�Y p�Y ELEV A GE04 GABLE 7 � FAIRMONT�7110 5174gG5 �AVIS WHOLESALE 3.300 s Sep 20�1995 MITek Indus�ries,Ina TVe May 14 07:11:58 1996 Paga 1 � P48 9-GR � 11-11-< � i&60 M�q 1--j 0.&8 � ].&12 448 7-G12 448 4.xa=tsXa n t.sxa n =4x4 2 3 4 5 12.00 12 4 M � � `Giii'::F'<i ...�i::.:r:�:, A:iY3��2t&' ..iY)';3::ifi:i i. ^Grt?�i �.%%� '':Y:'"f'"5."'' �i:£:�ui;.�L�:� �b � 8 7 "6 4x4�= 1.5x4 i i 1,Sx4�i 4x4— issn tssa Plate ORSets(X,l�:.[1:0-0-0,0-1-6j,�2i0-0-D,0-5-0];[5:0-0-0,0-5-0],[6:0-0-3,04-6] LOA�ING(ps� SPAGINO 2-0-0 C51 DEFL (in) (lac) VtleA PLATES GRIP TCLL 20.0 Plates�Jncrease '1.15 TC 0.00 Vert(LL) 0.00 / •^• M20(20gaJ 149AC4 'TCDL 70.0 �umber increase -0:15 BC 0.00 Vetl(TL) 0.00 / •°• ..-?CLL 0.0 Rep Stress Incr� YES WB 0.00 Ho2(fL) 0.00 Na iDL '10.0 Cotle_ .UBC-94 (Matrix) Min Leng�h/LL defl=240 WeighC'178(Ibs) � LUMBEA BRACING TOPCHORD,2X'4HF�650F�.SE TOPCHORD Sheathed . i BOT CHORD:2�X 4 HF�1650f 1.SE 80T CHORO Rigitl ceiling directly appiied,or'10-00-00 on cenler bracing. Except: I WEBS :2 X 4�SPF No2 ' 7bi5-0-14,6-7:5-3-0. I Oi}1ERS 2 X 4 SPF�No2 '� WEDGE LeH:2X�4,Right2X4 � ''. FORCES I NOTES I 1)Provitle aeequate drainage to preventwatecponding. �� 2)'Gable requires continuous Dottom chord tieanng., ��. 3)Gable studs spaced zt 24 inches on centec � ' 4)Gable stutls exceeding 72 inches lengt�to be la[eralN braced at midpoint For studs exposed to vnnd;see Mi7ek'Standard Gable End Delail". 5)SNds[o be fastened with 1X4,M20 plates. LOAO CASE(S) Standartl . `�,��{IIItIIi�� ,�,��Q�EN W: CqB`�.�,. ,•��S i E9•.,<`'q'; ` �' Q ��c F�� 20612 , ; A.. Sia7E OF : � ; .• `:,90,��:.'�vDIANP.��,�,`�Q.� `•, J'S�'" ��\ .�'� r- •'{..,{�NA�C��,.�. Yt�w �,},4+i��vN�.-� NIAY 141996 � Q w.vemxo-�v�.Vy e..��pa,a�i�..�a xe.w�xor'as ox rars.+im xeversse srne eerone use. --� Oesqn vaiW loi'ase onN�*'n� Mliek conneclors i�b tlesipn k basetl onN upon paiameten C�own,antl b lo�an Mtlivltlual bulldlnp component to be Inslalletl ontl boCeO vetltolry, ApplkabOfly ol tle4pn poidmataia antl D�opet hcoipoiotbn ol conponent k iesponsibinty ol,bvlldlnp tleslpnei-no�Jiuu � Cespnei Bioclnp vhowmk b�bteial suppotl ol IntlNitlual web membeis onN�Atltll�bn61 lempoiary Ciatlnp�o Inswa'.poDlllty tlunnp consimclbn k IOe� iespon9bwtyioll�e eiecbi. AtltlAbnal pamoneM.biacln0 ot t�e oveioll strvcN�e kJpe�iesponslbl�lty ol Ihe bulWinq tlevlpnei.Foi Qenaial pultlanca iepoitllnq labikolbn,qvalryy contio4 ib�ape,tlellveiy;eiecibn antlbiaclnp.consutl 051-0�Cualtly Slantlartl,DSI�B4 PmNnq Spscmcatlon,urq XIB-pl NJ�Tek� Xantlllnp�Int�alllrq oM Iracltq P�comm�ntlalbn avallable Oom liuti Rate Insf Ilufe,583 0'Onohb DiNa.MuOkon.�Wl33)1 J. JoD Truss Truss Type QN pN ELEV A GE06 MONO GABLE � 1 FAIRMONT- 1118 5174866 DAVIS WHOLESALE 3.300 s Sep 20 1995 MiTek Intlusiries,Ina Tue May 14 07:12:01 1996 Page 1 0.49 640 B 0.48 �� 0.1�8 tx4 ii 4.50 12 m � r+ °? N � �;i)�J�aY��i%4i.ri�T':'�:L:aiwi%��:.<.Y:G:Ci:�i�).v)> r.eiCN'.'ZA�.:i`S`1::$ii::::k:�:Li� � `).'../...�>::b:iYj'v'y ' 4ni"': 7. s n.�'....e:;i:°...�4 ' z;...z.ri�r � X;✓/cf;;i"Yy�:,�Ei� �� _ r:dY./4��.;�=��:!z's.'/�.�'�^v � : wy;^in .w:.;,sn�eyyw:;�%;.. ./�k>•>:,i f �•�, '�;�y,�...�"s,i��,^.sbn•<>:,:�3i'. i $� � ..�4 ::3'i . z�.,o , ✓ '�u:;.. .¢}�, z.• �,.� ;,..�w.�.,.�.:I.s� .�.:Fifw;.<s,x«ii:;::syy;::3i:�:.,�,:s�£ka....r,<�io:m:;�, ��;r�.5ky'a�.''f..,�uc:.�y�z .. ...:;.../. ...:...... ........tY::;....x..:..t..R;Y,�;:::isx:�..c..,nx,:., y%a:,c :r::a.:..^..r:u..9..;.:3: � 3 Dc4= - 1x411 s-ao seo LOADING(ps� SPACING 2-0-0 C51 OEFL (in) (loc) Utletl PlATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.00 Ve�(LLJ 0.00 / •^• M20(20gaJ t49/104 " TCDL �00 Lumberinciease 1.15 BC 0.00 Vert(R) 0.00 / •�° BCLL 0.0 RepSiresslncr YES WB 0.00 Horz(TL) 0.00 Na BCDL 10.D Code UBG94 Min Lengih/LL de0=240 Weight:23(Ibs) � �:M9ER BRALIN� �P CHORD 2 X 4 HF 1650F 1.SE ?OP CHORD Sheathed BOT CHORD 2 X 4 HF 1650F 1.SE BOTCHORD 1-3:3A-7. WEBS 2X4SPFNo2 07}iERS 2 X 4 SPF No.2 FORCES _ NOTES i)Gable requirrs conlinuous botlom chortl beanng. 2]Gable stutls spaced at 24 inches on center. 3)Gable studs ezceetling 72 inches length to be latemly bracetl at midpoint For stutls ezposed towinq see M7ek"Standard Gable End Detail". 4)Studs to be faslenetl with 7x4 M20 plates. LOA�CASE(5) SWndard � ,t,�111111/1�� ,��.�Q�EN W, �AB•,'�. : g'� ;Q�G1 S TE9�.�F`9'. �;o. � ' 2'1612 : � :� S7qTE OF : , � '9�•��'•�NDI AN�;.�:��Q: ,,�°s`,s�NAk ��;\a'��,` � 'l�C'� MAY 141996 AWAItNfXO-Ver�fy ds�ipn parametsn ond READ�NOTE9 ONTHIS AND REVER.SC SlDE BEPOItE USE. �� Desb��a�b b�use onN w'h� Mllek connxlois.t�b tlesqn b baseC onry upon paiamelen Nown,antl i lo�on InONI0ua1 bulltllnp componenl to be � Inslonetl anO�batletl vetlbapy. AppACabYtly ol tle[Ipn pOiOmBlms antl WOpn 4roWpqOlbn OI CpmpOneni k ittponslb0l�y ol bWltllnp deslpnel-nol Imti Ceslpnei.Biaclnp e�own h Ip�bleial wppo�l ol TtlNWUaI web memben onN�Adtltlbrwl lempoiary Droclnp lo Inswe tlablolY aminp consLUCtbn k t�e iesponYblllly�ol IM1e e�eCta.AOtlXbnal pOimaneN.b�aclnp ol l�e oveiall tliuctule k��e lesponslblllty ol t�e Calltllnp tlailpnei,fol pana�al paltlance iepoiClna lobikalbn,quolny coNwl�loiape,tlellvery,eiecibn antl b�aclnp,�conwtl OSLEE OuvlMy Slanda�Q DSB�lV lraclnp Sp�cMicatlon,onC NIB�GI M iTek� Nantlllnp I�utalllrq orM�rochp R�comm�ntlalbnavallabb hom imss Nale Ins�flule,583 D'OnOM1b D�Ne,MaOkon.WI53)10. Job Tmss Truss Type Q�y p�y ELEV A 501 SCISSORS 9 1 FAIRMOM-1118 S774B67 DAVIS WHDLESALE 3.300 e Sep 20 7995 MiTek Intlus�des,Inc. Tue May 14 07:12'.OS 1�J76 Page 1 i'.;. .:: r639 64H � R-2.0 � 1941 S � iti40 �S1-I� . 69-8 6411 S¢y S35 6411 4�8 4x4= 3 7.00 12 3x5� 3x5� 2 q n � ri 7 Sx8= o 8 6 ^ 'n 1.5x411 � 1.Sx411 �n �' oI Id � 5 4x5= 3.00 12.. 4x5= FaH 1z-x-o t141.5 24bo 64-11 59�5 S45 5y�� Plate OBsets(X,�: �1:0-2-4,0�0-7J,(5:0-1-0,0-0-7� LOA�ING(pst) SPAGING 2-0-0 CSI DEfL (in) (loc) Udell PLATES GRIP TCLI 20.0 Plates Increase Lt5 7C 0.43 Vert(LL) 0.14 7/6 999 M20(20ga) 149/104 TCDL 10.0 Lumber Increase 1.15 BC 0.49 Vert(fL) 0.28 7/6 999 °CLL 0.0 Rep Streu Incr YES WB 0.40 Horz(TL) 021 5 Na ; , ��DL 10.0 Catle UBG94 Min Leng��/LL tlefl=240 WeighC 91 (Ibs) LUMBER 9RqGING � TOP CHORD 2 X 4 HF 1650F 1.SE TOP CHORD Sheathed or 3-5d5 on center pudin spacing. 90T CHORD 2 X 4 HF 1650F 1.SE BOT CHORD 1-8:6-3-0,7-8:63-0,6-7:6-3-0,S�S:63-0. WE&S 2X4SPFNO.2 REAGTIONS (Ibs/s¢e) 1=1009N3-8,5=1009/03A Marz Ho2 1='134(loatl wse 3) Max UpIiR 7=-196(load case 4J,5=496(loatl wse 4) . FORCES TOP CHORD 1-2=-2322,2-3=1606,3-0=1606,4-5=-2322 BOT CHORD 5-6=2044,6-7=2044,7f0=2044,1-8=2044 WEBS 2-8=120.2-7=-601,3-7=1272.47=fi01.46=120 No7E5 7)This W ss has been designed lor Ihe wintl loads geneated by 80.0 m.p.�.wintls at 25A tee�a6ove gmuntl level,using 5.0 p.s.t.top chortl tlead laatl ane 5.0 ps.l botlom c�ord dead loaq t00.0 miles hom hurticane oceanline,on a wfegory I enclosed building,of tlimensions 45.0 by 24.0 vnth expowre C(ASCE 7-93). Lumber Increase= 1.33,Plate Increase= 1.33.BoN entl vertiwls are exposed. ' � 2)SIMPSON H2.5 connectors recommentled to connect truss to bearing vrelis due to uplift as follaws:One connecinr at joint(s)1,5. LOADCASE(5) Standard ��i� ,��QNE , W IC/B�'r N q � ;•yt.��G��TF9 �F9,, : r:o �� ' 206i2 • STRiEOF - -o '. : . : 9 �.� / .' '.,�,� '�'�IANP:• F,`�Q�: � '�SS n,�1,•�'�v6\�,�d: ��YKC's° .�` ��nuuN�`� M AY 141996 AWARNINO-�VSrtfy de+lpn paramrt�n and READ NOIES ON THIS AND REVERSL SIDE BEFORC USE. �� Dmqn vaud bi aw onry wX�Mllet wnneclois.i�b Geslpn!basetl onN upon Oaiamelm�xAOwn,antl b lo�an IntlNqual bulqln0<omPOnenl lo be Inxtaiktl ontl batleC veiticalry. AppACabMy ol tleslpn poiamalm�antl p�opei Ncoipoialbn ol componenl h iesponslblllty o(Dvlldlnp tleiqnm-not tmn tleslpnai.eiaclnp��own 6 loi bleial��ppoiPOl NCNIOUaI web membei[onN�AdtlObnal lempoiaiy bmclnp fo Insme stablllty dwlna conslmclbn k t�e iespon9Dlil�y ol��s eiecla.ACOtlbnal peimanenl biachp ol I�e oveia0�imcluie k t�e iesponslblYly ol t�e Duiqinp Ceslqnei.Fo�panaial quklance iepaitllnp�.lobibotbn,qualtly conlioL poiape,tleMery,eiacibn antl biatb9.�onsutl OST�E!GwIXy Stantlo�E,D51-0C�mclnQ SpcclfkoBOn,arW NU�91 M iTek� Hontlllnp In�follliq oM Iraclip V�comm�ndalbn avalbbb Oom Luu Rale In[Il�ule.SB3 D'OnoOb D�IVe,Motlhon,W I53)10. Jo0 Tmss TmssTypa p�y p�Y , ELEV_A T01 GIRDER 1 '2 FAIRMOfYT-1718 5174B6B DAVIS WHOLESALE 3.300 s Sep 20 7995 MiTek Induslnes,Ina Tue May 14 07:12:13 7996 Paga 1 .' 46Y 464 � 1660� taai-u � 1360 4G7 4611 1-FO 45�11 46i 4x7=4x5�. 3 4 12.00 12 3x6�i 4x4�� 2 5 � o� QI I� � 19 t8 17 16 15 t4 12 11 to 9 8 7 d � 2x8u 4x6=13 8r8 = 6 8x8�� Dc�I I �o.c�o i b�z . 8x9�� i-�.�3� asu {462�Sb1]� �-siz � sao�Ti.c�� 1361Z �iaii.ig � i�-�.a i �ss-o � i��3 i-ii.is aii-s zao i-seasu i�aiz s-o-o 1.5 2 0.611 1-6H z+u i-aii ana vw�e onsecs�X�7� f�:o-s�,o-0-o�,�2�.o-i�o,o-�-e�,�s:o-i-i2,ai-i2�,�s:o�oa,a•ia�,�s:o-z-i,o-0�5�,�s:o-za,o-o-o�,ry2:o-o-o,as�a�,�n:o-z-e,o-o-0� LOAOING(ps� SPACINO 2-0-0 CSI DEFL (in) (loc) .I/tlefl PLATES GRIP TCLL 20.0 PlatesJncrease 1.15 TC 0.43 Vert(LL) 0.0816/15 999 M20(20ga) 149/704 TCDL t0A Lumberincrease 1.15 BC 0.57 Vert(fL) 0.7616A5 999 ?CLL 0.0 Rep Stress Incr NO WB 0.qg Horz(fL) 0.04 6 Na ` ��DL 10.0 Code UBC-94 (Matrdc) Min Length/LL deB=240 Weight 136(IOS) l . : �,.. LUMBER BRACING TOP CHORD 2 X 4 HF 1650F 7.SE TOP CHORD Sheathed or 541-12 on center pudin spacing. 80T CHOR� 2 X 8 HF 1650F 1.4E . BOT CHORO Rigid ceiling tlirectty applieQ or 10-0OAO on center b2cing. . VJEBS 2 X 4 SPF No.2 O7HER5 2 X 8 HF 1650F 1.4E . VJEDGE LeR:2 X B,Righl:2 X B � � REACTIONS (Ibs/size) 1=6901/0-5-17 (input: 0-3-8),6=7936/Ofi-9(input: 0-3-8) Max Horz 1=517(load case 3) Max Uplilt �=-1856(loatl case 4),6=-2'145(load case 4) FORCES TOP CHORO 7-2=J912,23=5370,3-0=-3887,4-5=5530,5�6=-7919 � 80T CHORD 64=5406,7-8=5406,8-9=5406,940=5406,10-77=5406,11-12=5406,t2-13=3773,13-14=3773,14d5=5401,15-16=5401,'I647=5401,17-18=5401,1849=5401, i-is=saoi VJEBS 247=3394,244=4353,3-14=2944,3-12=706,442=3754,542=-2196.5-9=3172 . NOTES ' 1)2-ply Wss to be connectetl togetherwith 10d nails as follows: Top chords connectetl with 1 raw(s)at 12 inches on cen�ec Bottom �pqU��IIp�� 2 Th'struss has beeo tlesi�G fo�the wind�loatls��ene2W�bs cB0.0 metlh.vdntl�25.0 feel above�round level,usin 5.0 s.l.to :��Q�EN w' �Ag�''. ) 9 9 q' P� 9 9 P� P ...... i: chord tlead toad znd 5.0 p.s.f bottom c�or0 tlead loaq 100.0 miles from hurricane oceanline,on a category I enclose0 building,of ;`S� • 'G»�� • �`9 % dimensions�45.0 by 24.0 vnth exposure C(ASCE 7-93). Lumber Increase= 1.33,Plate Incrense= 1.33.Both en0 verticals are : F. 9�• e�yosetl. � � e' ��o FO S � 3)PmNde adequate drainage to prevent water ponding. Z�6�Z 4)SIMPSON HUS26 recommentletl to suppotl concentrated load from member(s)peryentlicularto lmss at joints(s)19,18,16,'15,13,tt, � no,e,z ? � E STATE OF ' , , S)Require0 beanng size at joint(s)1,6 grea�er��an input beanng s¢e. ' : �LOAO CASElS) ' ''9�.CF��01 AN A;•��Q�a 1JLumberincrease=1�.15,Platelncrease=1.75 ,��''SSiBNAC• G\��`, Uniform�rttls21b60.0�23=-60.0,3-4=-60.0,4-5=-60.0,5-6=-60.0,6-7=-20.0,7-8=-20.0,8-9=-20.0,9d0=-20.0,10�11=Q0.0, �',� �� p� ,, 1b12=-20.0,12-73=-20.0. 13-74=-20.0,14-15=-20.0.15.16=-20.0,16-V=-20.0,77-18=-20.0,18-19=Q0.0,1-19=.20.0 ConceM2ted Loatls(Ibs) . ' Vetl:6=-1330.0,7=-133Q0,0=-1330.0,t0=-1330.0,11=-1330.0,13=-1330.0,15=-1330.0,16=�1330.0,18=-7330.0, An��/ � � �n(�C 19=-1330.0 llll I JJV AWARNINO.Ver�fy d�dyn par¢metsv and READ NOTES ON TFIIS AND ItEVER.S6 SIDE HEFORL USE. �� Deyb�volq b�use onN w'nh Mllek connectou.l�b tlesqn h basetl onN�OO�Oa�amebn�M1Own.onC h loi an Indlvl0vol bulqlnp componenl lo be Int�011¢0 Ontl boCeE vmlkaM� AppOCODGtly ol tleslpn pa�OmObit Ontl qOpOi bCOipoiOlbn d componen�k�esponslbN�y ol bvlltllnp tleslpnm-no�bus� tleslpnei.Bwclnp a�own b Ia bteial vuppoil o1lntlNitlual web memben onN.ACtll�bnol lempoiary b�aclnp to Irnme tlablltly dutlnp conshuclbn h I�e imponslbliny ol t�e mecta.AtltlXbnal peimonenl bwclnp ol t�e oveiaG�bvclme k t�e iesponslblllly OI��e-bal101np tletlpne�.Fo�penBiOl Qultlanca iepoiCinp labi'catbn,pva�ly coNwl,stoiape.tlellvery,eixibn antl biaclnp,consufl OST-OE CualXy Stantla�E,DSLW Iraclnp Speclflcaflon,anC Hlp-Vl �iTek� Hontlllnp Imtalilnp aM l�acbq A�cwnm�ntivlbn CvaGObb liom➢un Nab htlXUte.SB3 D'Onolib Dtive,Matlhon,w153)10. Job Truss TrussType p�, pN _ ELEV_A T02 ROOFTRUSS 5 1 FAIRMONT-1118 S17a0G9 DAVIS WHOLESALE 3.300 s Sep 20 1995 MiTek Intlusttles,Ina Tue May 14 07:1 Y:13 1996 Page 1 -o-9-� 610.13 � H-40 � 164� � 2b2.B � 21]H � 3Y6E .'�1-� ' 0.48 11413 SSt SS� 6S� 6S� ' bt61J 6&8 �{%4= 7.00 12 5 3x4: 3x4� A 6 1.Sx4\\ � 1.Sx4// 3x4� 3%q� d 2 3 � 8 dI I$ � 14 73 12 17 10 g 4z6= 3x4= � 3x4= 3x4=� 3x4= 3x4= 4x6= 611-13 136Y 20.0.6 26611 31G8 611-13 661 66< 666 6��.�� Piate ORsels(X��[7:0-0-0,0-0-OJ,�9:0-0-7,0�0-0� LOADING(psQ SPACING 2-0-0 C51 OEFL (in) (Iw) Utlefl PLATES GRIP . TCLL 20.0 Plates Increase 1.15 TC 0.33 VeM1(LL) 0.12 17/17 999 M20(20ga) 749/104 TCD� '10.0 Lumberincrease 1.15 BC 0.48 ' VeM1(ft) 02317/77 999� . ?CLL OA� Rep Stress Incr YES WB 0.46 Horz(fL) 0.08 9 Na ��DL 10.0 Code U8C-94 MinLengthlLLde11=240 Weight157 (Ibs) �LUMBER � BRACING TOP CHORD 2 X 4 HF 1650F 1.5E TOP CHORD Sheathed or 3-10-5 on center purlin spacing. BOT CHORD 2 X 4 HF 1650F 1.SE BOT CHORD 144:6-3-0,'13-14:6-3-0,12-13:6-3-0,'I'142:6-9-0,10-71:6-3-0,9-10:6-3-0. WEBS 2 X 4 SPF No2 WEBS 1 Row al midpt 13-5,541 REACTIONS (Ibs/s¢e) 7=t378/0-3-e,9=1377/03-8 � Mu Hoa 1=181(loatl case 3) Max Uplift �1=-263(load case 4),9=-263(load case 4) FORCES TOP CHORD b2=-2105,23=4989,�3-0=-7989,4-5=4520,5-6=-0520,6J=49B9,7A=4989,8-9=-2105 80TCHORD 9-10=1800.70-11=1479,1b�2=N14,12-13=1114,13�14=1479.144=1800 WEBS 2-14=-255,4d4=445,4-t3=-096,5-13=630,541=630,6-11=-496,6-70=445,8�10=455 i NO7E5 7)This truss has been designed forlhe win0loads generated by 80.0 m.p.h.winds at 25A(eet abwe grountl level,using 5.0 p.s.f,top chortl deatl load and 5.0 ps.l bottom chortl deatl loaq t00.0 miles hom hurticane oceanline,on a category I enclosed building,al tlimenslons 45.a by 24.0 with e�tposure C(ASCE 7-93). Wmber Increase= 1 33,Plale Increase= 1.33.Bolh entl venicals are exposed. � 2)SIMPSON H2.5 connxtors recommended to connec�Wss to Dearing walis tlue lo uplifl as follows:One connector at joinl(s)1,9. LOAD CASE(5) S�andartl " . ,,,1ltlllllll�r��,, ,�.�`Q�,,EN W. �qB��'•. : �a1F'•'<�G�STf�:�F',9': • Q,, r'^ �c�., 20oi2 � - �` SiATE OF , . lo�;� iti�DIANP •'4:`.�:: , .p•• '�� . ' ,,�'S•Jiu��n�`` PJ1AY 141996 A WARNINO-Vei{fy dsrlpn partmstm wd READ NOTa6 ON Tffi3 AND RE VERSE SIDE BEPOAt USE. �� Dmqmvalltl lob me only wtl� MRek cOnnecion.IDh deslpn k DOSetl onN�pon Pa�omeieis ihown.antl k IOi On InONIOUaI bulpinp compOneN�o be � Ini�alleC antl batletl veilbally. APD�ab01�y 01 tlesipn pGiOmOtl6 Ontl plOpli YfCO�pO�O�bn ol componeni k ieiponslbllpy ol bvlltllnp tlesb�ai-nol buss despnei.Biaclnp snown b loi ble�al�uppoit ol NtlNltluafweb membei�only.Atltlllbnol tempoiary bmclnp lo Insme tlablilry tlwlnp conslmcibn k t�e iespon96Wly�ofi�e eiecloi.ACtllibrwl peimanent biaclnp ol l�e oveiaA�6vctme b I�e�esponoroinry ol ine oulWlnp desqnei.Fo�peneiai paaance iepaitllnp lobikalbn,quaAly conlwt sbmpe,tleMery,eieclbn antl Dwclna,consutl OSLEG OualXy SlonearE,DSl�W Irnclnp SpocMlealbn.ontl NIl�91 M iTe k� Handtlnp Im1aIIIM1 aM hoclrp R�comm�nEOfbn avallobb Oom Imst Pb�e Ns�tlule,SB3 D'OnoLb D�rva.Madkon,w153)19. JoD Tmss Truss Type p�y p�Y ELEV_A T03' ROOFTRUSS 9 1 FAIRMONT- 11tB 5174870 DAVIS WHOLESALE 3.300 s Sep 20�995�MiTek lndus�ries,lnc. Tue May 1407:12:24 1996 Page 1 l`� (�.'�:::". �9-B ' b161J 11-40 I 164< � 2&2-B � 1]]11 � ]168 i - aae 610�13 S}I ii� iS� 1�r4 1tb13 4x4= . . 7.00 12 5 . � .3z4� 3x4 C 4 g 1.5x4 U 3x4: 0 2 3 1.5x4 ii � 7 � � I vI ¢o i 1 13 12 71 10 g o 8 4x6= 3z4= . 3x4= 3x4= 3x4= 3x4= 4x6— sii-ia iwz zaas zs.�.ii 3y� I st�-ta Fba s6a �W b�y�� Plate ORSets(Y41�: [7:0-0-0,0-0-0],.�8:0-0-7,OAAJ � LOAOING(pst) SPACING 2-0-0 C51 DEFL (in) (loc) Vtlell PLATES GRIP TCLL 20.0 Plateslncrease 7.15 TC 0.33 Ved(LL) 0.127V70 999 M20(20ga) 149/10q TCDL 70.0 Lumberincrease 1.15 ' BC 0.48 Vert(TL) 02317/10 999 BC�L 0.0 RepSlresslncr YES WB 0.4fi Horz(TL) O.OB 8 Na `` ' .�DL 10.0 Code UBC-94 Min Lenglh/LL deB=240 Weight:150(Ibs) �LUMeER ' BRAqNG TOP CHORD 2 X 4 HF 1650F 7,SE TOP CHORD Sheathed or 3-10-5 on cenler putlin spacing. 80T CHORD 2 X 4 HF 7650f4.5E 80T CHORD 1-13:6-3-0,12-13:6-3-0,7 b72:6-3-0,1�-'11:6-3-0,9-10:6-3-0,8�9:6-3-0. WEBS 2X4SPFNO2 � � WEBS iRowatmidpt 72-5,5-W REACTIONS (Ibs/size) 1=13i8/0-3A,8=1330/OJA . I Max Horz 1=189(load case 3) � I Maz Uplift 1=-263(loatl case 4J,8=-243(IOaC case 4) � FORCES I TOP CHORD 7-2=-2105,2J=4989,3-0=4989,45=-1520,5-6=-1520,fi-7=4989,7-8=-2105 BOT CHORD 0�9=1800,9-t0=7479,10-1'1=1174,11-12=1114 12-13=1479,1-13=1800 i WEBS 2-13=-255,4-13=445,4-12=-496,5-12=630,5-10=630,6-70=�496,6-9=445,7-9=-255 f NOTES � 1)This lruss has been'designed for the wnd loatls generatetl by 80.0 m.p.h.vrinds at 25.0(eet abwe gmuntl level,using 5.0 ps.f.top chord tlead loatl and 5.0 ps.f bottom chortl tlead i toad,�OOAmiles from hurticane oceanline,on a ca�egory I encloseG builtling,of dimensions 45.0 a/24.0 wilh ezposure C(ASCE 7-93). Wmber Increase= 1.33,Piate Increase= 1.33.Both entl verticals are ezposetl. 2)SIMPSON H2.5 connectois recommenEed to connM truss to beanng walls tlue to upiift as(ollows:One connector al joint(s)1,e. i LOADCASE(5) StanGard � � ```��p�upq��I/ ; �� w C ��i� I :'o,t�`'ea��7EH��F'9's � rae o 20612 " 4 � Srar; oF � I - 9 �'•..N :��Q: i �,r '. DIANP;' �; : �e,�' \�F,` , '�. �I 1,•L'�C�+��i �, � � , MAY 141996 � AWMIVfNO�Ysr�fy ds�4pn paramstsn and READ NOTE9 ON THIS AND RE VERSE SIDE BEFORL USE. �� Desqn vaAC loi ase onN M'n� MRek wnnec�on.IDh tlesqn h basetl onN upon Doiametm�xhown,onC k�to�an IntlNWaal bulltllnp comDOnml to be Inslanetl ontl IootleE vetlkoM� APP�aDltlty ol desqn poiometeis antl piopei hcoipomibn ol componenl b wsponslblYty ol baWlnp desqne�-rrol imu tlmb�ei.Biacln9��own 6 b�Wbwl wppoil ol NtlNltlual web membeu onry.ACtltlbnal tempoiory Diaclnp lo Insme stablllly dminp consliactbn b t�e iespon9billly ol t�e eiecloi. AtltlAbnal peimanenl biacNq of l�e oveiall�imclme k I�e iespontlblllty ol��e bulltlln0 tlesqne�.Foi Qenawl paltlonce ie0a�tllnp labibalbn,qvatty contiol,�torape,tleMrory,eixibn ontl biaclnp,consuli OSL�E!OualXy Slantla�E,OSLBV�racinp Sp�cMlcatlon,antl NII-VI �iTe k� NonCll�p InOa11Lq aM�rocirq V�comm�ntlalbnovoWbb Lom trvu Pble h[inute.5B3 D'OnoVb D�IVe.Matlkon,WI53)1 G. Job Truss Truss Type pN Ply ELEV_A T04 ROOFTRUSS 7 � FAIRlAOIJr- 111B 5174071 DAVIS WHOLESALE 3.300 s Sep 20 1995 MiTek Intlustrics,Ina Tue May 14 07:1230 199fi Page i i ^. �a 6I0.1J � 1}at t yPl4 � 26I-11 � ]S68 � 69-8 610.13 . 6}� 610.8 6N &fdf3 4%7= 4z4= 3 q 7.00 12 3z5. 3x5. Z 5 m � oi I�' � 11 10 9 8 7 0 4�= 1 Sx4 II 3%4= 3u4= 3xB= 1.Sx4❑ 4�_ 610.13 13-0.1 Yf124 26]-11 JS66 610.13 6i� 6165 65� 610.D awce orcsecs�x,v�: �to o-o,o-o o�,�a:o=i-i2,oan2�,�s:o-oa,o-o-o� LOADING(ps� SPACING p-0-0 C51 DEFL (in) (la) Vdell PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 075 Vert(LL) 0.11 9l8 999 M20(20ga) 149/104 TCDL '10.0 Lumber Increase 1.15 BC 0.48 Vert(fL) 0.23 9/B 999 L 0.0 Rep Siress Incr VES WB 0.53 Hoa(TL) 0.08 6 Na �' ��OL 140 Code UBG94 Min Length/LL tlefl=240 Weight:13B(Ibs) ��'LUMBER BRACING TOP CHORD 2 X 4 HF 1650F 7.5E TOP CHORD SheaNed or 3-6-2 on center purlin spacing. BOT CHORD 2 X 4 HF 1650F'I.SE BOT CHORD 7-11 6-3-0,10-11:6-3-0.9-10:6-3-0,8-9:63-0,7-8:6-3-0,6-7:6-3�0. WEBS 2�X45PFNO.2 ' WEBS 1RrnvatmiCpl 103,3-8,8-0 REACTIONS Qbs/s¢e) 1=1377/0-3-8,6=133WOJ-8 Max Horz 1=754(IOaC wse 3) � M�Uplift 1=-263(load case 4),6=-243(IoaC case 4) FORCES TOP CHORD 1-2=-2053,2-3=-1565,3-0=-7350,4-5=-7565,5-6=-2053 BOT CHORD 6-7=7759,7-8=1759,�8-9=1350,9-70=1350,10-11=7759,141=1759 WEBS 2-11=132,2-10=-483,3-10=397,3-8=0,9-8=391,5-8=-083,5-7=132 NOTES 1)This truss has been designedfor the wintl loads generated by 80.0 m.p.h,vnnds at ZSA feet above ground ievel,using 5.0 ps.f.top chord deatl load and 5.0 p.s.f botlom chortl 4eaE load,t00Amiles hom hurricane oceanline,on a category I enciosed building,of tlimensions 45.0 by 24.0 with exposure C(ASCE 7-93). Lumber Increase= 1.33,Plate Increase= t.33.Bot�end veRicats are exposeG. � 2)Provitle adequate tlrainage to prevenl water ponding. - 3)SIMPSON H2.5 connectors recommendetl lo connec[iruss�o beanng walls due to uplift as foliows:One conneqor at join((s)1,6. `,��E�1w"CQ��i�� LOAD CASE�S) Stantlard �� Q � Q� /� ;�,'� ;QF,6�ST�9F• Fq'� No O• 20612 = • � s�aTeoF : . s I I A •'. �:��Q`. '9° '�''��IANP, � ,�: ;`Fr_• .. . •• '�l��.. r:.,,; .� • ,. Y �, , � MAY 141996 AWARNINO-Y�r�fy Arslyn par¢mst�r�and RLAD NOTL3 ON7RI3 AND RLYERSE SIDE BF.Po%USE. �� Deslqn valltl loi me onN r'h�MRek connxlon.ID6 tlesqn b boseE onry apon paiameten Nown,antl b Iw an btlMdaal bulltllnp componenl io be � nslalletl antl batleG velikoM� APP�kaDlYty ol tlOtlpn paiameleR antl qopei Incoipaatbn ol compOnaN k�espon�69Ny ol bulltllnp tlespnai�nol lluss tlesb�ei.Biocinp i�own h/oi/ateial svDCO��e��4Nltluol web memben onF/.AEtlXbnablempoiary D�acNp bNsw!a�abllMy tlwlnp cont�mclbn 6��e iesponLblll�y ol ��e mecloi.AtltlMbnal peimonenl DiocNq ol t�e oveiaY�hucime h I�e iespons161mY ol t�e bvIICMp Ce[Iqnei.f01 qBnB�al qu/Jance iepaitllnp lobilcalbn,quallry conbd.��oiape,tlaAVery,eiac�bn anO Oiaclnp,wnsutl GST-E�CualMy StandaiE.DSL W Imcirq Spoctticotbn,entl XIB�91 M iTe k� MantllLq Intlolllrq ond�rmlrq G�cpnm�ntlalbn Gvolbbb LOm INU%ab Inslllule,SBJ D'OnOhb D�Ne.Matlqon.W I53)10. � Job Tniss Truss Type an, ph ELEV A TOS ROOFTRUSS 1 1 FAIRMONT-1118 517a072 DAVIS WHOLESALE 3,J00 s Sep 20 1995 MiTek Induslries, Ina Tue May 14 07:72:34 t99G Page 1 F�'',' �asg 64� � 1}6B �� aaa ss� ss� av.e 4x4= 2 I 12.00 12 I � n � I� , 4 4x4= - 1.5x4 u 3 4x4= 63a � �y5g _� 63< 64A Piate Ortsets(X�:-[7:0-0-0,0�1-12],[3:0-03,0-142] LOAOINO(psQ SPAGING� 2-OA C51 DEFL (in) Qoc) Vdefl PLATES GRIP TCLL 20.0 �Plateslncrease 1.15 TC 0.53 Vert(Ly 0.03 4/3 999 M20(20ga) t491104 TCDL 10.0 Lumber Increase 7.15 BC 022 Vert(TL) 0.06 4(J 999 ACLL 0.0 Rep Stress Incr YES WB 0.03 Ho2(TL) 0.01 3 Na ; . ,/�DL 10.0 Cade UBP94 Min Lenglh!LL de0=240 WeighC 53 Qbs) `LUM9ER 9RACING TOP CHORD 2 X 4 HF 1650F 1:SE TOP CHORD Sheathetl or 6-0-0 on center putlin spacing. BOT CHORD 2 X 4 HF�1650F 1.5E BOT CHORO 1-4:63-0,3-0:6-3-0. WEBS 2X45PFNa1 07}iERS 2X4SPFNo.2 _ WEDGE Left:2X4,Right:2X4 RFJICTIONS (Ibs/size) 1=578l0-3-8,3=578l0-3A Max Ho2 1=444(load case 3) � Max Uplift 1=-117(load case 4),3=-717(load case 4) FORGES TOP CNORD 1-2=362,2-3=-762 BOTCHORD 3-0=247,1-0=247 WEBS 2-0=133 NOTES 7)This Wss has been Oesignetl/or t�e wind loatls geneatee by BO 0 m.p.h.wintls a�25.0 feet abwe gwuntl level,using 5.0 p.s.f.top ' chord tlead load antl 5.0 ps.f bottam chortl deatl IwQ 100.0 miies from hurticane oceanline,on a category 1 enclosetl builtling,of tlimensions 45.0 by 24.0 wit�ezposure C(ASCE 7-93). Lumber Increase= 1.33,Plate Increase= 1.33.Both end verticals are `,��n�� ' exposed. ��Q�f:td W..Cq9'(� 2)SIMPSON H2.5 mnnectors recommendetl to connect huss to bearing weils Oue to upliM1 as follows:One conneclor at Joint(s)'I,3. � `� �� i LOAD CASE(5) Slandard ` -�:�QF,��S�tqF;°9 % No. O. - 20672 = - q ' STATE CF : ' . �%�� . / '�4. � o�' ��DIANa:' 'c /l�,%r;,o��;.�•,�. � , , i�AY 141996 Awnnxrxa-v.r�/y aNp�po�e...�e runn xarss ox rxis,wo ncvcxse�srna eevonc vse. �—� Desipn valltl loi aw Oniy wtl�MpOk<OnnKbn.l�h tleslpn b DasOtl onN�CO�Da�aTete�t NOwn.OnO h lo�an InONWUaI DuI1tlMQ componenl lo be � Instai4tlantl�batleG ve�kolry. ApdkoDYtly o�tlasqn pawmelm�ontl piope�Inco�poialbn ol componenl b�esponslbinty ol bulldlnQ tlespnei�not has� tlesqnei.BioclnQ��own b loi bleml�uppo��ol NtlNWUaI weD memben onN�Atltll�onal�empowry Dwchp lo Iniwe slabYlty tlwln9 cons�mc�bn h I�e iesponsl�llity ol t�e eixia.Atltltlbnal peimanent biadnp ol t�e ovmo9�huclma k��e iesponslblllty ol t�e Gulltllnp tle�lpnm. Fo�ve�<�ai a�aa�oe � iepmtlln0�obiba�bn.qaallty conhoL�toiape,tlelNery.mx�bn antl biocinp,consuA GShE!OualXy Stando�E,OSB�EV Bmclnp Spocttkafbn,aeW NIB-91 M iTek� NcrWllnQ Irulallirp aM boelnp R�ednm�nEalbn avallabb M1om imu Ro�e N[�tlule.583 D'OnoOb DiNS,MotlkOn.W I53)1 J. Job Truss Truss Typa ph, p�Y ELEV A W9 VALLEYSET 1 1 FAIRMONT-1118 S774B76 DAVIS WHOLESALE 3300 s Sep 20 1995 MiTek Intluslriea,Ina Tue May 14 07:12:45 199G Page 1 ,� ' � I &6I5 � 111-15 . � &615 6615 3%$ 11 2 12.00 12 � � ,x.'..%j.�i'.:;a:a;n;,:cKV;:y;;{4: .an::r :x},:: /<;'i,. . ">i£:z�'ut'�;'r' . / ,i e,/..:'�m.a,kc. '.?:ii� ',Y. ,��'si:�'��li3':?°.%'w z'�:a; ,,.4�:.. 3 3x4�� FLUSN SaS= 3x4�` . 13145 i tb145 Plate ORsets(Xh: �2:0-0-0,0-2-Oj LOAOING(psQ SPACING' 2-0-0 C51 �EFL (in) (loc) Udefl PU1TE5 GRIP TCLL 20.0 Plales Increase 1.15 TC 0.00 Vetl(LL) 0.00 / °° M20(20ga) 149/104 TCDL 10.0 Lumber Increase 1.15 -BC 0.00 Vert(fL) 0.00 / "" -°CLL 0.0 Rep Stress Incr YES WB 0.00 Ho2(TL) 0.00 Na 1" ..19L 10.0 Code UBC-94 Min�engih/LL tlefl=240 Weight:49(Ibs) \ LUMBER BRACING � TOP CHORD 2 X 4 HF 1650F 1.SE TOP CHORO Sheat�ed BOT GHORD 2 X 4 HF 1650F 1.SE BOT CHORD 1-4:63-0,3-0:6-3-0. OiHERS 2 X 4 SPF No2 ' FORCES NOTES 1)Gabie requires wntinuous hottom c�ortl beanng. 2)Gabie sNds spacetl at 24 inches on center. 3)Gable sluds exceetling�72 inches leng[h to be latemlly 6acetl at midpoint For stu0s exposetl to wind,see MiTek'Stantlard Gable Entl Detail'. 4)StuES lo be fastened with 1z4 M20 plates. LOAD CASE(5) Stantlartl ,,,,��unnq `��Q�EG`W��e`�9., r�Q`F' FO': r;o. - 20612 = • ' STATE OF � . � . A '. : �C`: �%9�.�•':�NDIANS':r' F, �- �.,,,css . .��\�s`,`.� �•, �� N •• �IAY 141996 AWMNINO-Vsr{fy dsrlyn pammstev and READ NOT68 ONTTIIS AND RLL2R.SE SIDE HEPORL VSE. �� Dmb�volltl loi ma onN wh� Mllek wnnectoii.1�6 tle=Ipn h basetl onN�PO�Caiame�ei�Nown,ontl k loi an IntllvlCVOI�bvlWlnp component to be � InstoMC anC bOtled verlkaNy. ApplkabllHy ol dmlpn paiamelms antl qope�Inco�pOiatbn ol component k�esponslbl0y ol bulldin0 tlttlpnei�not tiass detb�e�.B�OCinp[Irox'0 h Iq bleial[uppo��OI IntlNltlu01 web inamDei[only.Atldtlbnal�empoiary D�aCInO�a Mitme s�abllXy tlwinq con[buClbn k�M1O ' mspondblllty ol t�e eiecla.Atltltlb�wl pe�maneN bwclnp ol t�e ove�aA d�ucluro k Ipe�etpon[Iblllty ol��e Dulltllnp tletlpnei.Fo�peneial pultlance �i iepaiClnp�abibalbn.q�oNy conLOl,ebwpe,tleMery,eixlbn antl biaclnp,consutl OSi-0G Oualtly Slantla�Q DSP-BV�mdnq Spocttkolion,antl HU�GI �iTe k� Hontlllnp Intlollbq oM Iroclrq Y�commwtlalbn avdlbOb liom imu Role InslXUle,583 D'OnoOb D�IVe.Matlkon,WI53II9. � Job � Truss Truss Type pN pN ELEV_A TO6 MONO 3 1 FAIRMONT-111B 57740i3 DAVIS WHOLESALE 9.700 s Sep 70 1995 MiTek Intlusiries,Ina Tue May 14 07:1237 199fi Page 1 -0.48 �_� B 69.8 gd.0 - . 0.1�8 1.5x4 ii 4.50 12 m ao N � � 3 Dc4= � 1.Sx4 n ''�, i 6ao I i 6+0 LOADING(pzl) SPACING 2-0-0 C51 �EFL (in) (loc) Vtlefl PLqTES GRIP TCLL 20.0 Plates Increase 1:15 TC 0.36 Vert(LL) 0.04 1� 999 M20(20ga) 149/704 � TCDL 10.0 LumDer IncFease 1.15 BC 0.75 Vetl(TL) 0.07 1/3 972 BCLL 0.0 RepStresslncr YES WB 0.00 Hoa(TL) D.00 3 Na BCDI 1D.0 Cade UBC-94 Min Lenglh/LL tlell=240 WeighC 20(Ibs) c��^�':NBER BRAGING \ . :�CHORD 2 X 4 HF 7650F 1.5E TOP CHORD Sheathetl or 6-0-0 on center putlin spacing, BOT CHORD 2 X 4 HF 7650F 1.SE � except entl verticals. WEBS 2 X 4 SPF No.2 BOT CHORD 1-3:63-0. REACTIONS (Ibs/s¢e) �=289/0-3A,3=249/0�3A Max Horz 1=773(load case 3) Max Uplift 1=-72(load case 2),3=-75(IOaC wse 3) � � FORGES TOPCHORD �-2=0,2-3=-189 BOTCHORD t3=0 NOTES 1)This Iruss has been designed tor the wintl loads gene2ted by 80.0 m.p.h.winds at 25A feet abwe ground tevel,using 5.0 ps.f.top chortl dead IoaC and S.0 ps.l bottom chord dead load,700.0 miies from�hurncane oceanline,on a category I enclosetl building,of dimensions 45.0 by 24.0 wil�exposure C(ASCE 7-93). Lumber Increase= 1.33,Plate Increase= 1.33.Balh enE verticals are ezposed. � 2)Hanger recommentle0 for connection of truss lo beanng walls tlue to upliR.:H2.5 at joint(s) 1,3. � LOA�GASE(5) Standard � , ,,,\IUlllirrr�/I `�'��`'Q��S C�e�F�'a ; 5.��,G fRF�.9 . No. 2061Z - = . � STATE OF ' , � " . A �: •/ ' (`�J �%9�.o�•.;yDIAN�;.� � . F �� •` . ' , �af;.;�E .��. ' ��:P�i�� n MAY 141996 A WARIVfNO�Ver((y ds�/pn pa�¢msten anQ FEAD XO'I'L9 ONTHl9 AIVD RE VERSE SIDE BEPOItE USE. �� Dmb�vaNC bi uw onN wnh MOek connectw�.i�h Cesqn b ba�etl onN�PO�Po�ometers s�own,antl k loi on IntlNitlual bulqlnq componenl lo De � lnslalletl onC loadetl vetlkolry. ApP�kablllty ol datlpn pOiameleR antl p�opei Incoipaatbn ol component!iespontlblYty ol bWltllnp tlespne��not basf tlespnei.Biaclnp c�own h Id Wlaial�uppotl ol IntlNWUaI web mambeu onry.ACtllibnal tempoiary Wac4p to hsme xlablroy tlwlnp tonslmclbn 6 1M1e iesponslblllty ol ��e eiecla.Ptltltlbnol peimanant biaclnp ol I�e oveiaY pmctma k I�e iesponslbl�lty ol��e bu0ainp despne�.Foi peneiai Qeitlance ieQOitl�np labibolbn,pualXy conlwl,�bmpe,tlallveiy,meclbn antl Diacln0.�onsutl C5/-0E OuolMy SlanCa�tl,�51-EO traclnp Sp«Iflcallon,ontl HIB�GI M iTe k� Hantlllnp I�vtalllnq anE troclrq p�comm�nEalbnavalbbb liom Imu Pbte InqlNte.5B3 D'OnoOb OiFve,MatlkOn.WI53)IC. � Job Tmss TmssType p�Y pry ELEV_A V07 VALLEYSET 1 1 FAIRMONT-1110 517a074 DAVIS WHOLESALE 7,300 s Sep 20 1995 MiTek Induslries,Inc Tue May i4 07:12:41 199G Page 1 .�:i 140.15 39�f5 '�' '�':' � I 140.15 14615 . 2 3x4= 12.00 12 N d ' � 3 2X4�i - 2x4�� 3315 3�315 Plate Olfsets(X,1�:��2:0-0-0,0-2-OJ LOADING(ps� SPACINO 2-0-0 CSi OEPL (in) (lac) I/defl PLqTES GRIP TCLL 20.0 Plateslncrease 1.15 TC 0.02 Vert(LL) 0.00 1/d 999 M20(20ga) 149l104 TCDL WA Wmberincrease 1.75 BC 0.05 VeR(TL) 0.01 1/3 999 CLL o.0 Rep Slress Incr YES WB 0.00 Horz(fL) D.00 3 Na �� +�DL t0A CoOe UBC-94 Min Length/LL detl=240 Weight:N pbs) L. LUMBER . BRACING TOP CHORD 2 X 4 HF i650F 1.SE TOP CHORO Shea��ed of 6-0-0 on center purlin spacing. � BOTCHORD 2X4HF1650F1.SB BOTCHORD 13:6J-0. REACTIONS (Ibs/s¢e) 1=141/0-3-8,3=141/0-3�8 I Maz Horz 1=A0(loatl wse 2) , Maz UpIiR 7=-26(load case 4),3=-26(load case 4) FORCES I TOP CHORD 1-2=�80,23=-80 I BO7CHORD 7�=60 ' I NOTES 1)This Wss has been designed for Ihe wind loatls generatetl by 80.0 m.p.h.vAnds at 25.D fee�abare ground level,using 5.0 ps.(,top chord dead loatl and 5.0 p.s.f bottom c�ora dead Ioaq.100.0 miles Imm hurricane oceanline,on a category I enclosed Duilding,o(dimensions 45.0 Oy 24.0 with ezposure C(ASCE 7-93). Lumber Increase= 1.33,Plale Increase= 7.33.Bolh end vetlicals are exposed. ' , i2)SIMPSON H2.5 connectors recommentlea to connect Wss to beatlng walls due to uplift as follows:One connector at joiN(s)1,3. I i LOAO CASE(5) Stantlard I I � . ``,�NU�Uhrryrq � ��1:e��S i�Fe�Fy'a n:�. O. 20572 � - • ' srtiTe eF ' . : i %,��r�;'•��GIAPIP..�� I '" s° s� �''` ,, r �'nw� �� ; `� ._ ' �IAY 141996 � ' Aw.vwrxo-v..T/y a.dy��R�e�..�a aa.w xares ox rrris,wn nevcxse srua seroxe usc. �� I Desqn voiW bi we onry wnn Mpek conneciois,t�h tleslpn k bosetl onry upon paiamvlm�Liown,antl 4 la an InCNiCUaI bulltllnq component to be � � Msblletl on0�lootled vnibaPy. ApplkeDllXy ol tlasiqn paiameteis antl pwpei Incwpoia�bn ol component h iesponslblltly ol bulldlnp tlxpnei-nol Imn tleipnei. Biacln0 s�own 4 loi Wleial sappoi�ol htlNquol web membeu onry.AOtllibnal lampowry bwclrp to Nswe olabllltY tlatlnp constmetbn b I�e miponsiblllty ol t�e aro<loi. Atldtlbnal peimanent bmcN9 of iha oveiatl tlmcivm k t�e wsponslblllty ol I�e Du�lnp tlenb�e�.Foi peneial pultlance ro0oitllrp lobikatb4 qualXy conlio4�loiape,tlelWeiy.eiacibn ontl biaclnp,consutl OST-0!CuolXy 51anEartl,D51�l0 twclnp Sp�eXieotbn,orW HIl�VI �iTe k� I HonEllnp Im1a111M orM bccl�q R�comm�ntivlbn avalWbb 6wn imu Pbb InsiXUle,5B3 D'Onohb Dtive,Matlkon.w153)to. ' Job Truss TrussType Oly Ply ELEV_A VOB VALLEYSET 1 1 FAIRMONT� ��8 5174875 DAVIS WHOLESALE 3.300 s Sep 20 1935 MiTek Intluslries,Inn Tue May 14 07:12:43 190G Page 1 . 42.15 � 8St5 4145 4245 3x5 II ' p 12.00 12 � N N < ' .x>;?i38i.'i'si.y7i`i ,��:1,^fi"cr,a;?;;„v;.z�uui:?^e!i '�SEi;� '<gfir,//y. ::;.i:n:?ya.e;�:::r Gti;:<3r'3jfi'w� � � i:nYR,:S.!'1:3%',h.,i:':':'..:.yJ':tt^..hdi"6:::?3:1`Y;i::i:>i.a'??i)�iii;'%3�"?"F.<•:...�....,Gi��£ c.,. ,✓ i ro 4,.xs.;.:t. .✓ ' !i.w�"�/�.�. ,..?F'_<.r.�s. ,,.' 3 2x4�i - Dc4�` &i15 _� &S/5 Plate ORSets(X�� Z:�-0-0,0�2-0] LOADING(psn SPACING 2-0-0 CSI DEFL (in) (IOC) Udeil PLATES GRIP TCLL 20.0 Ptates Increase 1.75 TC 0.00 Vert(LL) 0.00 / •'° M20(20ga) 149A04 TCDL 10.0 LumDerincrease 115 BC 0.00' Vetl(T�) O.W / •'° BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TLJ 0.00 Na ;� �IDL 70.0 Cotle UBG94 MinLengM/lLdefl=240 Weighk28�Ibs) 'LUMBER eRACING TOP CHORD 2 X 4 HF 1650F 1.5E TOP CHORD Sheathed BOTCHORD 2X4HF�650F1.5E BOTCHORD 13:63-0. OTHERS 2X45PFNo.2 ' FORCES NOTES 1)Gable requires continuous battom c�ord beanng. 2)Gatile stutls spaced�at 24 inches on center. 3)Gabie stutls exceeding 72 inches IengtA[o be laterally bmced at midpoint For studs exposetl to wind,see M7ek"Standard Gable End Delail". 4)Stutls to tie fastened wth tx4 M20 plates. , LOAD CASE(5) Stantlartl `,,,��tH11111r��, I. ;��Q�,,EN VJ: �4e`��' I � 5 ��1 S TF9 9 ' ;�Q FQ•. no. " 20612 �� :� STAiE OF : � � .` . •��J � '. ,��Q�. .� ,�� . . ��ii4 u u�UN•, I41AY 141996 AWMNfNO�Ver(jy Mslyn par¢melsr�and READ NOTE9 ON 7HI5 ANU REVERSE SlDE BEFORE USE. �� Despn vaikJ loi me onN�'nh MRek conneclou.l�h tlesqn b besetl onN upon paiamebi�Jwwn,antl b toi an IntlNitlual bulldlnQ componenl lo be � InslolbO.ontl batleC veitkaM� ADP�koblltty ol tlaYpn paiomalert ontl plope�Inco�pwalbn ot component k ie[ponslbYlty ol DulqlnQ tlesqnei-not hu[s tle9pneL BioClnp t�own k loi hlmol[uppotl 01 IntlNltlu01 web membei�onN�AtltlXbnal lempo�oiy Wachp b inxuw�qobliBy tivtlnQ conslmclbn b t�e wsponYDlnly ol t�e eiecloi. Atltlnbnal peimanent WacNa ol I�e ove�o0�hactme b ��e iesponslblllly ol IM1e buliOlnp tleaqnei.Foi penaial pultlance iepoitllnp tobibalbn,quollry coniwl,t�oiape,tlelNeiy,eixlbn antl bwcinQ,consult OSl•L!Oualtly StanCarq OSB�BD imclrp SpecMkutWn,arW NIB�CI �iTek� HontlOnp IntfallVq aM�raclrq 9�canmwtlalbn avollaDb liom t�u4 Vble Instllete,SB3 D'OnoM1b Drlve.Motlkon,w153)10. . Job 7mss Tmss Type ph, p�Y ELEV_A V17 VALLEY SET 1 1 FAIRIAONT� 7118 5174877 DAVIS WHOLESALE 3.30�s Sep 20 1995 MiTek Indusiries,Inc. Tue May 74 D7:12:48 199fi Page 1 ' &10.15 � 1➢-315 � ' &1415 b10.15 3X$ �1 2 12.00 12 N O � ,:::.� � � , . ,. ,�, , � _... . ,..,.;,.. . �... „._ .:; :,. ' . 4 ,.,..,3 3x4� FLk51+ 3x4.` 17-915 1]-415 Plate ORSets(X,1�: �2:0-0-0,02-0] LOADING(psf) SPACING 2-0-0 C51 OEFL (in) (loc) I/defl PLATES GRIP TCLL 20.0 Plates lncrease 1.15 TC 0.00 Vetl(LL) 0.00 / ^^ M20(20ga) 149/104 TCD� 10.0 Lumber Invease 1.15 BC 0.00 VeR(TL) 0.00 / "" �".^.LL 0.o Rep Stress Incr YES WB 0.00 Hoa(it) O.Oa n/a i ��L 10.0 Catle UBG94 Min Length/LL tleA=240 Weight:71(Ibs) LUMBER 6RACING TOP CHORD 2 X 4 HF 7650F 1.SE TOP CHORD Sheathed BOT CHORD 2 X 4 HF 1650F 1.5E _ BOT CHORD 3-4:6-3-0,7-0:6-3-0. OTHERS 2 X 4 SPF No.2 FORCES NOTES 1)Gable requires conlinuous hottom chord beanng. 2)Gable sNds spaced at 24 inches on center. 3)Gable sWtls exceetling 72 inches tengih to be lateraly bracetl at mitlpoint.For studs ezposed to wind,see MiTek"Stantlard Gable Entl Delair'. 4)StuCS to be fasteneC with 1a4 M20 plates. LOAD CASE�S) Standard I ,`��.Q��N,W n�q,1��. . : 5� •'F,G�STER BFy�y .•'Q` ``�o'' IJO. 20612 = • ' STATE OF ' � .' • •o � : @. '%9o.cF::;�� . AN P : '°.a � ��J��: ''��a�n�a�� AY 141996 Aw.vwrxo-v.,{fy d.dpn palomse..+wa rse.w�xores ox rxrs.um xevexsc srne ess�oxe usa. �� Desqn volitl b�me onN'�'h�MRek connectoe�.t�h tlespn 6 besetl only upon poiomebn Nown.antl 4 loi an InONNUOI Dulltllnp componenl to be � msbi4tl antl loodetl veillcalN� AppYCablllty ot tleslpn paiamete¢antl piope�Incapoia�bn ol component h�xponsldlny ol bvlltllnp tlespnei�nof ims� tlespnei.&aclnp��own b la blmal�upporl ol IntlNltluol web memben onry.ACtlXbrwl lempoiaiy C�aehO�o hswe staDlll�y Cwlnp<onxbuctbn k tne iesponslblllly ol I�e eieGip. Atltltlbnol peimanenl bwclnp ol 1M oveiaY�VVCime k t�e iespOnslbl�l�y ol I�e bul�tllnp tlesipne�.Foi penaial pultlonce iepaitlinp labibalbn,quallty conhd,tloiape,tleMery,e�ectbn antl biaclnp,consuX OST-EE CualMy SlantlaeC,DS��EV�mclep Sp�cllicatbn,antl NIl�91 �iTe k� Nontl�lnp Intlalllrq anG lioclrq R�comm�nEOfbn avollaDb liom ims[Ro�e Intll�u�e.503 D'OnoLb DMe.Matlkon,W I53J1 J. ' i r � � VIS � � CYI �; � , � �_ � R - VALUE DETAIL SECOND FLOOR EXTERIOR INSULATED LEVEL SNEATNING I/2" DRYWALL BATT INSULATION w/ POLYENT.YLENE VAPOR BARRIER EXTERIOR VINYL SIDING INSIDE WALL SURFACE AIR FILM OUTSIDE WALL SURFACE AIR " < 2 q Z 4 Y q BATT IvSULATION w/ POLYENTY�ENE VAPOR BARRIER INSIDE WALL SURFACE AIR FILM Inside Wall Surtace Air Fiim R 0.68 1/2" Drywall R 0.45 I/2' DRYWALL � Batt Insulation R 13.00 FIRST 1/2" Exterior Sheathin R 3.00 FLOOR 9 LEVEL Exterior Vinyl Siding R 0.50 Outside Wall Surtace Air Film R 0.17 Typical Wall Section Total R -Value R 17.80 TYPICAL W.J.LL SEC�IC�I �CALE� I"-I'-O' ------ - I/10/9?