Loading...
HomeMy WebLinkAbout0172.97 Truss Plans Job,�. Tmss TmssType pty Fly� IELEV_Aw S01 PARTSC�SSOR � S 7 IN`/ERIJESS ELEV.A ' P9JI1iG I �AVIS WHOLESA�E " � 3.300�s Sep 201995 MiTek Induslries,Inc. Mon Dec 71 13;59:56�35 Page 1 �.'�'� ' .:I S&E I ]-0.8 I 1Y.1-0 � 1]-0-9 I 2_-9-5 � 2&S2 00.60 � }&< 14C S0.B i68 S]-13 S]-13 F7-6 4%4= 5 - 7.00 12 4x4 4 3x4.` 4 6 1.Sx4 ii 1 x4 I i 3x4. 3 � 8 3x5� 2 � 14 N �1 15 6x8= IY. �� ° � 1.5x4 ii 13 12 11 10 g d 6x6= SxS.= 3x4= 3x4= 4x6= � 3x4= san 3.�� '9aa � iavo i zo-ao i n-ais i aasa sa.a a�aa �-aa sao s-ao �-i-s I Plate ORsets(XY): [1:0-0-15,OA-0�,�4:0-0-4,0-1-8],[9:0-0-7,0-0-0] LOAOING�'(psf) SPACING 2-0-0 CSI DEPL (in) Qoc) I/de0 PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.49 Vetl(LL) 024 14/13 999 M20(20ga) 149/7�4 TCOL 10.0 Lumber.lncrease 1.15 BC 0.56 Veh(fL) 0.49 74l13 840 — ?CLL 0.0 RepStressJhcr YES WB� 0.97 Horz(iL) 020 9 Na ;':DL 10.0 Code UBC-9q Min Lenglh/LL tleA=240 Weight:158(Ibs) LUMBER BRACING TOP CHORD 2�X�4 HF 1650F 1.5E' TOP CHORD Sheathed or 2-tY2 on center purlin spacing. BOT,CHORD 2 X 4 HF 1650F 1.SE BOT CHORD 145.fi-3�0,14-15:63-0,13-14:6-3-0,12-13:6-3-0,1142:6-3-0,1041:63-0, WEBS 2 X 4 SPF No.2 9-10:fi3-0. WEBS 1 Raw at midpt 13-5,5-12,6-10 REACTIONS (Ibs/size) t=1370/0-3-8,9=1370/0-3-8 Maz Horz 1=-180Qoad case 2) ., Max UpliM1 1=-25�(load case 4),9=-251(load case 4) FORCES I I TOP CHORD 1-2=-3622,2-3=-3420,3-0=3420,4-5=-1528,5-fi=-7576,6-7=-2057,7-8=-2057,8-9=-2169 � 80T CHORD 9-10=1856,10-tt=1519,7742=1519,t2-73=1139,t3-14=1641, 1445=3123, 7-05-3723 WEBS 2-15=69,244=-77,344=-245,4-14=2040,4-13=-909,5-13=633,5-12=663,6-12=-517,6-10=470,8-00=269 i NOTES � 1)This�russ has been designed for l�e wintl loads generaled by 80.0 m.p.h.winds at 25A teet above ground le.�el,using 5.0 ps.f,top chord dead load and 5.0 p zf bottom chortl deatl ! IoaQ 100.0 miles from Aurricane aceanline,on a wtegory(enclosed building,of dimensions 45.0 by 24.0 vnlh exposure C(ASCE 7-93). Wmber Increase= 7.33,Plafe�lncrease= � 7.33.Bolh end verticals are exposetl. 2)SIMPSON H2.5"connectori recommended.to connect truss to beanng vmlls due to uplift as follrnvs:One connxror at joint(s)1,9. LOAD CASE(5) Slandard � . ��pil�tlllq� `���.��Q�EN W. �q6��'�. 1 . c� ,•��1 S TEj�'�,�c�y'� � : P Nc �O: I - 20612 ! . � � :TAi£OF � I O �' I r'+�_�,'�O1,4N;��.`��@�: 1'i�VS "fY' � ��`o` .��et t�'NAi EN ,,��. I ��C 1 � i��5 AWARNfNO-Vsr�fy de�fpn parumstsn and READ NOTES ON THIS AND ItEVEASE SIDE BEFORE USE. � ��� Ce k�n valld loi��use only wllli Mllek conneclois 1pk tlesqn k basetl'only upon paiamelais shown ontl�h foi an Intllvpval bvikllnp componenl lo be mstaileC ond'batletl veilkolty.ApplkoElllty ol tlesipn paiomete s antl piopei Inco�poialbn o�componant k�esponslblllry ot bulltllnp Cesqnei-�not liass � Ce 1� ei. BiadnQ ihown k iw�l6teiol suppotl o�Intlivitlual weD membe s only.Atldl�bnal�empo ary bmclnq.lo Inima tlablllly tluilnp consbudbn k IM1e � iespon9bllliy ol IM1e e eCbo,Atli111bna1 pe�manenl biaclnp�ol Ina ove all sbuctuie.k t�v iesponslDlllly ol I�e bulltllnp tleslpne�.Foi Qenewl pultlance �0 �HO dlltllnqlnola'llll p1antllmal�qR�t mim�ntldllon'avabb�mn➢wsVioteln�iBU�e5503D'Oro bOnves'MOtlkooO�B�os�aclnp5pectticatlon,anqHIB�C1 MiTek� , . _...._. . ... li Jou .� Truss TmssType "- �'�- OIy Ply ��- ELEV_A 502 PnRT5C15SOR , 16 t JAtdi50N ELEVA P9J117T �"-'..___'-'-'_-- DAVIS WHOLESALE J.J00 s Sep 20 1995 MiTek Intluslries,Inc. Tue Dec 12 17:18:59 19�5 Paga 1 -Q.�.9 ].tt41 � ]-a-0 � 1a-a.9 ta. .9 4 17�5:0_� � 23.a._ 1 r� _ 28-8-f0 � 34-10=�o JS7A 68A 341-01 ]-4.5 �.O.B 0.1-0P2d04Y 5�].17 54.1J 0-1.6 0.9.8 Q%4= 6 7.0012 1x4ii 5 3x4: � 7.Sx41/ M 4x5: � � 3x4: a 3x4: 4 � 8 9 3x5. 3 2 TIN �S � I� 1� �I i6 6x7= ° � t.5z4li - 7q 73 12 11 10 Sx7= � SxB= 3x4=� 3x4= 4x6= 3x4= 3.00�311-11 a-0 td-a-8 2L0-8 2].8-0 .3d40-0 }1141 3.4.5 ].0-H 6.8.0 6.8-0 ].1.8 PlateORSels(X,1�: (t0-3-C,0-0-5�,�4:04�d,0-1-8�,�10:0-0�0,0-0-0�,�14:0�3-0,0�2-12),[15:0-0-Op�3-e� LOADING(pstj SPAGING 2-0-0 C51 DEFI (in) (bc) I/tleil PLATES GRIP TCLL. 20.0 Piates lncrease t15 TC 0.97 Vert(LL) 026 15n4 999 M20(20ga) 749/�04 TCDL 10.0 Lumber Increase t15 BC 074 Vetl(TL) 0,53 15n4 187 BCLL 0.0 RepS�resslncr YES W8 0.55 Horz(fL) 0.24 t0 n/a BCDL �0.0 Code UBG94 Min Length/LL defl=24� Weight:t64(Ibs) �'LUMBER BRACING . 'TOP CHORD 2 X 4 HF 1650F 1.SE TOP CHORD Sheat�ed or,2-7-1 on center putlin spacing. BOTCHORD2X4HFifi5�Fl.5E 80TCHORD 1-16:6-J-0,15-16:fi-�-0,tA�t5:63-O,t9-14:6-3-0,�2-17-6-3-0, 1142:6-3-0, WEBS 2X4SPFNO.2 - 10-t1:6-3-0. WEBS 1 Rowafmitl0t 14-5,14-6,fi-t3,7-11 2 Raws�at t!3 Pis 4-t4 REALTIONS (Ibs/s¢e) 1='1429/0-3-8,'10=1929/0-3-8 MaxHorz� 1=188(loaticase3) � Max UpliR t=-272Qoatl case 4), 10=-272(load case 4) FORCES TOP CHORD 1-2=3860,2-3=-35fi2,3-4=-3562,4-5=-1581,5-6=-1554,6�7=-1598,7�8=-2079,e-9=-2079,940=-2192 .BOT CHORD 10-11=1875,71d2=1539,12-13=7539,13-14=1159,14-15=3172,15�16=3377,t-16=3373 WEBS 2'16=72,245=-199.4-15=1727.4:ta=-2016,5-t4=-248.6.14=69B.fi-13=663.7-73=-51P.741=470.9.77=.268 NOTES 1)This truss has Deen Cesigned forlhe vnnd Ioads generated''by 80.0 m:p.h.vnnds al 25.0 @et above gwuntl Ievei,using 5.0 p.s.f.top chord dead Ioad and 5.0 p.s.l bottom chortl dead ' � loaq 100.0 miles from hurticane oceaniine,on a category i enclosed building,of dimensions 45.0 by 24.0 vi�t�exposure C(ASCE 7-93j. Lumber Increase= t37,Plate Increase= � 7.33.Both end verticals are euposed. iLOAOCASE(5� Standard ,���U���h��� � ��`��Q�E� �: �q6��''. �� ;�ti`�.Q�G�STfy'' .�F'g�% I - 20612 Fo.• -� = • � S7A'E OF ' , � �� - :�o��p,�i.ar�P G\�,w��: I �r/`-'� '!.,�'�/p'�A�� �` "�•n�„��,,,��`' � t;�i; 1 Z iy9� � � I �WARMNO-Yer�fy dedpn parameten wd ItEAD ND7ES OX THIS M'D 1tEL'ERSL SIDE BEFORE USE. ��� De qn voiid'loi use only wit� Mltek conneclors i�h tleslqn h basetl only upon�paiameleis sFOwn,anG k bi anintllvltivol balldin9 componenl�o be � I slolled antl boCetlyetlkalN� APD�kablllty ol tleslpn paiomelers antl�piopei Inco�poia�bn o�componeni k iespo�slbllllyol bulldinq tlezly�e��not fiuzs tl 1p Biocln0 M1own h�o�1�� ial sappoil ol IntlNitlua�weD membe s only..Rtltll�bnal le po ary bioclnp ro Insme stablilty.tlwina conslwclbNk I�e � ipo b��lly ol t�e e ec1oV. Atltlllbnal pa�manenl bioclnq�OI�IM1 o eial�st�clme k��e ie ponslblll�yol��e�bvlldlnQ tleilqnei. Fo�paneial Qultlance Oo tli p�abibaibn,quallry conbol sloiape:de0very,eiec�bn antl biadnp coniutl OSi-0E O IMy Slantlo tl,DSB�B9 LiaNnq Specttkallon,anC HIB�DI M iTek� H tlling Imtdlllnq a'W Iwcl�iq q�cwnm�ntlallon avalloble Irom Ovss Pble InsllWlq 583 D'Onol lo Dtive,MaCkon.w153TC. Job. Tmss Tmss Type p�y pN ELEV A 503 PARTSCISSOR A 1 IPlVERNESS ELEV.A NJ3117B DAVIS WHOLESALE 3.900 e Sep�0 1995 MiTek Intluslrice,Inc. Mon Dec 11 14'.0070 t 95 Pago 1 162-0 ���8 Y11-01 � ].40 � 10.10.1 � ia-ae 1�.¢� I ]t.d.13 � �G1-10 ' Jl-i�0 }l1�- 648 111-17 345 }6� 161 0.1-12 S24J S2dJ 166 0.1B � 3x5: 6 `N�' 5 7.00A2 �3x6� , 3x4� 4 7 4x4. r 3 m 1.Sx4�i � 3x5� 8 2 14 N '� 6x8= "' � ¢I �5� �13 I�} � � 1.Sx41I 3x5� ° � 12 11 10 g Sx6% Sx5= 3x8= 3x4= 4x6= 3,00 12 ai�-ii � { �-ao � io-iaa � 1448 � isz-o � saaa � aaao iit.it a45 3�� is� i-se �-io-a � aiiz PlaleOttsets(X�� (��03-4,0-0-5],[3:0-0d2,0-i-8�,[9:0-0-7,0-O�OJ LOADING(ps� SPACING 2-0-0 C51 DEFL (in) Qoc) I/dell PLATES GRIP TCLL 20.0 Pia�es Increase 1.15 TC 0.30 Vert(LL) 0.18 14/13 999 M20(20ga) 149/104 TCDL 10.0 Lumberincrease 115 BC 0.56 VeM1(fL) 0.3611A0 999 . ' �?CLL 0.0 Rep Stress Incr YES WB 0.99 Horz(R) 010 9 Na �iCDL 10.0 Code UBG94 Min Lengih/LL de�=2G0 Weight:t60(Ibs) \ LUMBER BRACING TOP CHORD 2 X 4 HF 1650P 1.SE TOP CHORD ShealheC or 3-2-3 on center pudin spacing. BOT CHORD 2 X 4 HF 1650F 1.SE BOT CHORD 1-t5:fi-3-0,14-t5:63-q 13-14:fi3-0,12-13:6J-0,1142:6-3-0,104t6-3-0, WEBS 2 X 4 SPF No.2 9-1�:6-3-0. . WEBS 1 Rowatmitlpl 12-5,5-17,11-6, 11-7 REACTIONS (Ibs/s¢e) 7='1329/03-8,9=1329/03A � , Max Horz 1=175(load case 3) MaxUplift 1=-254(loadwse4),9=-254(loadcase�4) FORCEs TOP CHORO 14=-3546,2-3=3236,3-0=-1927,4-5=-1394,58=-1230,6-7=-t255,7-8=-7799,8�9=4997 BOTCHORD 9-10=1707,10-11=1415,77-12=1191,12-13=1716,13-14=2882;14-15=3099,145=3099 . WEBS 2d5=72.244=-274,3�14=1557,3-13=4580,443=892,4-12=-979.5-12=494,5-11=-522,64'1=998,7-11=514,740=377.8-10=-244 NOTES 1)This truss has been tlesigned for the vrind loatls generaled by 80.0 m.p.h.wintls at 25A feet above ground level,using 5.0 p.s.f.top c0ord dead Ioad,and S.0 p.s.f bottom chord Ceatl load,t00.0 miles fmm hurricane oceanline,on a category I enclo5e0 buiiding,o/tlimensions 45.0 by 24.0 vnt�exposure C(ASCE 7-93). Wmber Increase= 7.33,Plate Increase= 1.37.Both entl verticals are exposed. 2)SIMPSON H2.5 conneclors rttommended to connect truss to beadng wells Cue lo uplift as lollows:One tonnector at joinqs)1,9. `,,,,NfN��q������� I LOADCASE(5) Standartl `:��Q � �Qe ��� : �, ,•��tiSiF9:�E'y': •P No. ��'. 20612 A : SiATE OF : . . : I %9�.�'�;�'OIANP r'�,F.a�: ���'SS��NA l;EN�'\p��,` �,�7 �'?;�,����,.�� �-C 1 � i�95 �WARNINO-Vsr�fy de�lpn parnmstsrr and READ NOTE9 ONTHIS AND REVERSL SfDE BEPORE VSL. ��� Despn boli� loiuse only wlt� Mltek conneclois.t�h tleslpn h baseO onN upon paiameleis spown,and b toi an NtlNWVaI Oulqlnp componeni lo be Installetl antl batleO vmlkolN� APP�koblll�y ol deLqn paiame�eis antl popei Incoipoialbn o�cOmpOneN k iesponsiDlllly ol bvlltllnQ tleslpne��n01 butf � tlesh�ei. Bwcina s�own k loi bteial suDCO��a��dNltlual web.memben Only.AOtll�bnal lempowry Diaclnp�o Insuie stabllAy tlwln0 cOnsiNC�bn h��e iespo 9bmy��o� IOe erocbi.Atltlltbnal'peimanenl biaclnp ol;lhe oveioll simclme h t�e iasponsienny o�mv ouiainp despne�.Foi penew�O�ba�ce ieqa tll �labibalbn qudilty wnhol.sbwpe,tleiWeiy,erocibn and biaclnp,conwtl OSI BB Oualtly�5lantlard,D58-W Bmclnp SpecMlcatlon,anE NIY�VI �iTek� NonCllnp ImIaIIInC anC I�acl�q N�comm�ntivllon avallabb liom fmxt Ro�e Int�ltulq SB3 D'OnoLb Drlve.Matlkon.W153)IG. �,.o . n�,� r��ss ry�� rny Piy � � EIEV_A TO7 GIRDER 1 3 RlVERNE55 ELEV.A P971179 i DAVIS WHOLESALE � �.70�s Sep 20 1995 MiTek Induslrics, Inc. Mon Dec 11 14:Q0:16�J95 Page 1 � . ', �11-i2 � SN-B � 64� � N-11-0 { � ii-iz z.s�ia z-aiz ii.+z � 4x5 n I 3 ' i . 12.00 12 � � 3x6'� 3x6 O I 2 4 ' n I � � � i i � n � t 13 12 11 70 9 8 7 6 i t Dc6 I I 4x8= 2x6 I I 5 i 6�&= 6xe= ( 2+ia �-t-ta� aai3 � sn.s ai3 sa�z ¢v< idats � n-ti-o . z�4t3 0.&fa 1-it 1-6tt ass 2-ao bad 14-8 h6a j Flxle CYsets(XY): [7:0-0-0,0-3�4�,�5:03-15,0-242] � LOAOING(ps� SPACINO 2-0-0 C51 DEFL (in) (lac) Ydefl PIATES GRIP ' � TCLL 20.0 Plateslncrease 1.t5 TC 0.09 Vert(LL) 0.02 9/8 959 M20(20ga) 149/104 TCDL t0A Wmberincrease t.75 ' BC 024 Vert(TL) 0.04 9/0 999 � �—@CLL 0.0 Rep Stress Incr NO WB 0.36 Horz(TL) OA1 5 Na � �CDL 10.0 Code UBC-94 (Matrix) Min Leng(ti!LL Oell=240 Weighk 69(Ibs) � i LUMBER BRAGING � TOP CHORD 2 X 4 HF 7650F 1.SE TOP CHORD S�eathed or 6-0-0 on cenler pudin spacing. � BOT CHORD 2 X 8'HF 1650F 1.4E BOT CHORD RigiO ceiling d'uectly applied,or 10-00-0�an cen�et bracing. � WEBS 2X4SPFNo2 � �' OTHERS 2 X 4 SFF No.2 . � WEDGE RighC 2 X 4 �I REALTIONS Qbs/s'¢e) 1=3630/0�3-8,5=4150/0-3-8 Max Hoa 1=345(loatl case 3) Mau Uplift 1=-970(load case 4J,5=-itt6(load case 4) FORCES TCP CHORD 1Q=-4303,23=-3049,3-4=-3048,4-5=-4457 cOTCHORD 5-6=2583,6�7=2983,7-8=2983,8-9=2983,9-t0=2983;70-11=2884,11-12=2884,72-13=28B4,L13=2884 WEBS 2-12=1723.2-70=.1129,3-10=4�45,4-'10=-'1287,4.7=1952 I NOTES 1)3-pry Wss to be connectetl together with tOtl nails as foliows: Top chortls connected vnN'I row(s)ai 72 inches on centec Bottom chords connec�ed with�}row(s)alfj inches on center. Wetis connec�ed vnth 1 row at 6 inches on center. 2)This truss�arbeen Cesignetl for Ihe wind loads generated by B0.0 m.p.h,vnnds at 25A feel a0ove ground level,using 5.0 p.s.f.top chord deatl load an0 5.0 p.s.l bottom chord tlead load,700.0 miles from hurticane oceanline,on a category I enclosed bWEing,of ,������������ dvnensions 45.0 by 24.0 vnth exposure C(ASCE 7-93). Lumber Increase= 1.33,Pla�e Increase= 7.33.Bo�h end verticals are ` ,��Q��N W CA������ ezposetl. d 3)SIMPSON HU526 recommendeC to suppoM1 concentratetl loztl fmm member(s)perpendicuiar lo Wss at joints(s)13,11,9,e,6. F. � � : g'�•;P��\STfR. F'y : LOADGASE(5) .. �� FC•• 1)LumCeNncrease=tl5,Plate Increase=L15 �' � Uniform'LOads QGS per R) — 2�6�2 — Vert:L2=-60.0,2-3=-60.0,3,4=-60.0,G-5=-6Q0,5-fi=-20.0,6-7=-20.0,7-0=Q0.0,8-9=40.0,9-t0=-20.0,1041=�20.Q � � � $i�T�Qf ' • = 1t.12=-20.0.12-13=-20.0.1.t3=.20.0 Concentrotetl Loads(Ibs) !90 �• � .' (��'� Vetl:6=-t370.0,85�1370.0,9=-7370.0,11=-1370 0, 13=-1370.0 � � •�•����yAN°:�a� � o� �fC+1��bNlFYi�H�'.�`��`1 ,r.,���������.•. ��� 1 � I��� � A WART7N0�Vsr((y dsilyn paramster�.and READ NOTE3 ONTffiS AND RLVERSE SIDE BEFORL USE. ��� Desyn va�iO�tm use onry wll� Mllek connecbn,i�k tleslpn k basetl only upon pammetai�Nown,ontl k loi.an IntlNltleoPbulqlnp component lo be � instcned anC badetl vetlkalry:'Applkoblllty cl'tleslpn�paiameters anC pmpei Incoipoiotbn ol componen�k iesponslblllty ol bulitllnp tleslpnai-not Imu tles�nei B aclnp �owd�k9oi lale ol mppoit ol NdNldval web membe�s onN Atltll�b�wl temporay bwclnp�O hime[labllly tlwlnp COns6uC�bn k I�e iespon9billty ol I�e e eclo�. Ntltltlbnal pe�manenl b�aclnQ ol I�e Ove�aG tlmcluro k I�e�espontlblllly ol��e baMlnq tletlpne�.FO�panaial qvl0ance ie�aitllna labikolbn qe011�y oonbol.[IO�ape;tlellvery.eieCibn a0tlbiaclnp,consul�051-0!OualMy Standa�E,D5�-Bi�NOCInQ Sp�clllcatlon,ontl NII�OI MiTek� �MOntlllnp,lmtalilnq arW tiaclrp q�comm�ndotlon avolbbb liom l�ust%ote Instltute.SB3 D OnoOb D�We;Matlhon.W I53)IG. Job� Truss Tmss Type Ory Ply ELEV A T02 ROOF7RUSS � �� IPIVEFPIESS ELEV.A � PD71100 DAVIS WHOlESALE 3.300 s Sep 40 1995 MiTek Intluslries,Inc. Mon Dec t 1 14�.0020 1995'Pa�o 1 r 8� iH-B � H41-0 �12�38� P48 i1f-0 St1-8 0.9B 4x4= 2 12.00 12 N r � di �b 4 � 1.Sx41I 3 4x4= 4x4= � sii-e i ��-i�-0- -- � sn-s sna PIat=ORSets(X�� �1:0-0-0,0-1-12],[3:0-0-3,0-142� LOADING(ps� SPACING 2-0-0 C51 OEFL (in) (Ix) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.15 TC 0.39 Vert(LL) 0.02 4!J 999 M20(20ga) 149/104 TWL 10.0� Wmberincrease L15 BC O.V Vert(fL) 0.04 4/i 999 % "CLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 3 Na �CDI 70.0 Catle 'UBC-94 Min Lenglh/LL defl=240 Weight 45(Ibs) LUMBER BRACING TOP CHORD 2 X 4 HF 1650F 1.SE . TOP CHORD SheaNed or 6-0-0 on center putlin spacing. BOT CHORD 2 X 4 HF 7650F 1.SE BOT CHORD t-4:6-3-0,3-4:6�3-0. WEBS 2 X 4 SPF No.2 OTHERS 2 X 4 SPF No2 . WEDGE LeR:2 X 4,Right:2 X 4 REACTIONS (Ibs/size) 1=512/03-8,3=5'13N-3-B Max Ho2 1=-390(load wse 2) MaX Uplift 1=-105(load case 4),3=-105(loatl wse A) FORCES TOPCHORD 7-2=-316,23=-316 BOTCHORD 3-0=215,1�4=215 WEBS 2-4=716 NOTES 1)This truss has been designed for l�e vrind loatls generated by 80.0 m.p.h.winds at 25.0 feet above gmund Ievel,using 5.0 p.s(.top chord dead ioad and 5.0 p.s f bottoin chortl dead load,'100.0 miles fmm hurticane oceanline,on a category I enclosed building,of tlimensions 45.0 by 24.0 wilh exposure C(ASCE 7-93). Lumber Increase= 1.33,Plate Increase= 1.33.Bot�end verticals are exposed. �)SIMPSON H2.5 conneclors recommended to connect iruss to beanng v(alls tlue to upliff as7ollows:One connxtor at joint(s)1,3. p�U��n�� .�� N "�. LOADCASE(S) Standard ����Q�� w C'48��4� :o, ,•F,G�S iEy•. 9 : •Q vo. ``�'• ' 20612 � ' Srar=_ oF � �9°.c�'•:NOIANF'':'�.`�Q: ccS,s O .....••G��`O,. �',��'!•�A i'(;N"��`,, _ ;=i� 2 i�95 A WARXINO-Y<r�fY��D^�PaR^Kt<n and READ NOTES ONTHIS AND RL VERSL SIDL BEPoRE USC. ��� Deshn o11tl loi ase onN�'��� Mfiek conneclo�s.I�k deslpn k basld OnN�PO�Pa�amelea xl�own.anG b b�on InCNICaaI bulltllnp component b be � � in ionetl o tl botle0 veitkaM� APPIkobABy ol.tleslpmpaiamelers antl piopm Incoipowlbn ol componaN k iexponslblllly olballtllnp tlespne�-nol imss tl y e B acin9 s�owrvk lo(bleial suppotl ol IntllvWUal web members onty.Atltlpbnol lempoiary DiaclnQ lo Insme tlablllty�tlwlna connimcibn k t�e e penslbllny oi IM1e mecior Atlanbnal peimanenl biaclrq ol me oveian simawe h me iesponslbulty o(I�e DuIWln9 despner.Foi panaial pultlance repoidlnp bbikatbn,quallry.conlwL stoiape,tlellvery,e�ecibn antl bwclnp,consull OSI-e!Cualtly StanEarQ DSLG9 Iraclnp Sp�clllcatlon,anC XILGI M iTe k� NonCllnp Intlalllno anE lroclnq R�ednm�nOalbn avalbble Lom Lu[s%ale In[IIIUb.5B3 D'OnoLb Dtiva.Matlhon,W I53J10. Y.b. Truss Truss Type nly PN ELEV A TO7 ROOFTRUSS � � � UIVERNE55 ELEV.A p9���8� DAVIS WHOLESALE 3.300 s Sep 701995 MiTek Intlus�ries, Inc. Mon Dec 11 14 0025 1�95 Page 1 -�S� �.�au { isa� i za� �o i 3aae �� asa �.iau i-ss zac �.iau av�a 4x4= 3 7.00 12 3x5 i 3x5. N 2 4 M d� �I Z� ° � 8 7 6 5 0 4x5= 1.Sx4 I I 6x8= 1.Sx4 I I 4x5= �aau � is�-. � n-sio � 30.&9 �-iaia �-ss �-s5 �-io-u Plate OPsets(X,V): [7:0-0-8,0-0-0),[5'.0-0�1,0-0-0J LOADING(psf) SPACING 2-0-0 C51 DEFL (in) (loc) Vtlefl PLATES GRIP TCLL 20.0 Plateslncrease 1.'IS TC 0.62 Vert(LC) OJ'I 7/6 999 M20(20ga) 149/704 TCOL 10.0 Lumber Increase 1.15 BC 0.50 Vert(TL) 0.23 7/6 959 �- �CLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.07 5 Na �CDL 10.0 Cade UBC-94 Min Lengt�/LL tleA=240 WeighC 120(Ibs) LUMBER BRACING TCP CHORD 2 X 4 HF 1650F 1.5E TOP CHORD Sheat�ed or 3-7-2 on center purlin spacing. BOT CHORD 2 X 4 HF 1650F 1.5E BOT CHORD 1-8:6-3-0,7-8:6�-0,6-7:6-3-0,5-6:6-3-0. W EBS 2 X 4 SPF No.2 WEBS 1 Rrnv at mitlpl 2-7,7-3,7-4 REAC710N5 (Ibs/size) 1=1264/0-3-8,5=1264/03�8 Max Horz 1=166(load case 3) Maz Uplift 1=-242(load case 4),5=-242(IOaA case 4) FoRCES TO?CHORD 1-2=4762,2-3=�1'190,3-0=-1190,4-5=-1762 ' 80T CHORD 5-6=1511,6-7=1511,7-8=1511,1-8=1571 WEBS 2-6='152,2-7=-569,3-7=752,4-7=-569,4�6=152 NOiES i)This truss has been designe0 for the wind loatls gene2ted 6y 80.0 m.p.h.winds at 25.0 feet above ground level,using 5.0 ps.f.top chord tlead load antl 5.0 ps.f bottom chord tlead IoaQ 100.0 miles from hurtiwne oceanline,on a ca�egory I enclosed buiitling,ol dimensions 45.0 by 24.0 vrlh exposure C(ASCE 7-93). Lumber Increase= 1.33,Plate Increase= 1 33.Boltrend verticals are ezposeE. 2)SIMPSON H2.5 connectors recommentled�to connect iruss to bearing wdlls due to uplifl as follov,s:One conneclor at joint(s)1,5. LOAD CASE(5) StanOartl � ,,�N�1nnq����„ ,,,,.�Q�EN w, cqe�'••, � o,t`` •�G�STE9�Fy�% 'P n Fp'• 20512 - • STATE Of "%��,r�'•�NDIANP, :�,,`'2�: % rc3,'•�......... •;� ��. .���I,�p�'�'f�(�,,,�. � l.: sY :�cC l L i�9� A WAfN7N0-Y�r{fy dstlpn paramstsri and READ NOTE9 ONT7fIS AND REVf:R.SL SlDE BEFORE�USE. ��� Des n vaiitl�oi ase on wlt�Mliek conneclors.l�k tle n h baseC on n a� m t e sh wn anC k b��an IntlNWaal builCln com nenl lo be h H sW �Y�PO P a e e s o , p po � insioneC antl lootletl vetlkolry: RpPlkab�ity ol tlesqn porame�en antl popei Incoipomibn ol componeni k iesponslbilpy ol balldlnp tlespnai-not buss tleslpnei, 9�ocln4 �own k.la��b�ewl�appoil o1lntlNltlual web membeu on�y.Atldl�bnal�empOiOry bioclnp to Insma ibblllly tlwinp confhuclbn k I�p iesoon9piwy ol�t�e mecb�, Atltlllbnal�pmmcnenl Diacln0 0l IM1e ovaa4 sbuclme k t�e imponslblply ol me bvlitllnp tle�l�nei.foi qeneial pultlance ieOC�Cin�fobikalbq.quollly conbol[�oiape,tleWary.eiec�bn antl biocln0.tonrvX OSi-OL OvalXy StanEU�E,�SLBC YmNnO SGKMkailon,antl MII�VI M iTek� Hantlllnj�ln�tall�np ontl�mclfq N�comm�ntivllon avOlqble bom Luss Ra�a Inelllule,583 D'Onol�b DiNe,Matlhon.WI53JIG. Job. T�uss TmssType Oly Ply - ELEV_A 704 GIRDER � 1 2 INVERNESS ELC-V.A P9711B2 DAVIS WHOLESAIE " 3.300 s Sep YO'1995 MiTek IntlusUics,Inc. Mon Dec 11 14:00:30�J95 Page 1 31t� I s9.lx I 7.114o I tt.19 . siu z.au ayu aiu ' 4x5 n 3 7.00 12 3z5� 3x5: 2 4 m r M i dI I� , i 2x6�i �x8- Dcs i i _ 1 5 4x8� 4x8� I ' I � ao-�3 i 3s+a i aa�z i s�.�z �a�3 �-nna i mo-�z � 1138 z-au �-ai oau i-�-o asa �-iai� z-i-z i-a�z � Ii lOADING(psn SPACING 2-OA C51 DEFL (in) Qoc) Udell PIATES GRIP TCLL 20.0 Piates Increase 1.15 TC 0.16 Vert(CC) 0.04 8/7 999 M20(20ga) 149/104 I� TCDL 'I0.0 lumberincrease 1.75 BC 0.49 Vert(R.J 0.08 BO 999 BCLL 0.0 Rep Stress Incr NO WB 0.55 Hoa(TL) 0.02 5 Na i . BCDL 10A Code UBC-94 (Matrix) Min Length/LL de0=240 Weight 5fi(Ibs) � �UMBER BRAGWO --'fOP CHORD 2 X 4 HF 1650F 1.SE TOP CHORD Sheathed or 6-0-0 on center pudin spacing. BOT CHORD 2 X B HF 165CF 1.4E BOT CHORD Riyitl ceiling Nrectty applietl,or 10-00-00 on cenler bracing. WEBS 2X4SPFNO.2 REAGTIONS Qbs/5i2e) 1=362t/0-3-8,5=4115/03-8 � Max Hoa 7=-56(loatl case 2) � Max Uplirt 7=-970QoaC case 4),5=-7108Qoatl case 4) I FORCES , TOP CHORD 1-2=-SB47,2�3=�4397,3-0=-4396,4-5=-5963 I BOT CHORD 5-6=5779,6-7=5179,7�8=5179,8-9=5179;9-10=5079,10-11=5079,11-12=5079,1-72=5079 WEBS 2-77=1530,2-9=-1679,3-9=4263,4-9=-1747,47=1668 NOTES 1)2-pty truss to be connected tcgether with tOd naiis as follov+s: Top chords connected with 1 row(s)at�12 inches on centec Botlom chortls connectetl wilh4ravls)at 6 inches on wn�ec� Webs conr,ected vrith 1 rav at 6 inches on center. I 2)This Wss has been designcd for�he wind load5 geneated by 80.0 m.p.h.winds at 25A feet abwe gmund level,using 5.0 ps.(.top chord deadload and 5.0 p.s.f bottom chord dead load,100.0 miles fmm�hurticane oceanline,on a category!enclosed building,ol dimenslons 45.0 by 24.0 wi�h exposure C(ASCE 7-93). Lumber Increase= 7.33,Pia�e Increase= ' t.33.BotA entl vetlicals are vxposed. 3)SIMPSON HU526 recommentletl ta support concenlrated load from member(s)perpendicular to Wss al joints(s)7,12,10,B,6. I LOADCASE(5) „�p1111��t1I ')Unifobm Loatls(Ibs per���ate Increase=t.15 ' ```,����N W Cq������ Vert:T-2=-60.0,23=-50.0,3-4=-60.0,4-5=-60.0,5-6=40.0,6-7=-20.0,7-B=-20.q�8-9=-20.0,940=-20.0,70-17=-20.0, �� tVQ ��C : i�-�z=-zo.o.i-�z=-zo.o � �h •�V�STEqF. 9 ' ConcentratedLOads(Ibs) �Q` ��% ' Verti6=-1370.0,7=-1370.0,8=-t370.0,10=-t370.0,72=-1370.0 ' �'� 20612 - � - . STaTE GF . :9•� � :� @:� �I - �•�°,P�Dl�AN�;:'�`�,�`'c ,�'�c �( (�� ��J` I r,'�'d����IY�1.����� � ��c i z ��s� , . I A WARNIF'G-Vsr(jy dedyn pammstsn wd READ XOTE9 ONTHIS AND REVLRSC SIDE BEPORt USE. ��� Despn vaiid ioi aso-onN w��� MOek connec�ors.i�h tlespn k basctl onN�PO�Pa�ameleo sbown,antl kJOi an Intllvi0ual bulltlln9�emponenl lo be � i lall d ontl bctletl vetlkalry. Hpplkablllty�ol ilespn poiamete�i antl D�opei Incoipowtbn ol component k iesponslbllity ol balitllnp tleslpnei�not Imn tle qnei.eiacinp snown kia bbwl wppoil'ol IntlNWUaI web memben onN�Atltllibrwl lempoiary Dwclnp�o hswe stabl�Ey Cwlna conslmclbn k I�e icsponslbllify ol ��e meC10�.Atltll�bnal�peimanenl Eiacln0 a��he oveiaA xtmctum b t�e iespontlbnny o�Ine bul101nQ tleslpnei.Fo�penmol Qultlance iepoitlinp IoCikolbn;�quallry conhol,stoiape;�tlelNery,ae<tbn antl�iaclna,consult OST�oE�uolMy Stantld�E,DSB-OJ Bmclnq SpecMlcallon,antl HIBA1 �iTek� �NCMlinp Intlollina antllm<I�p C�comm�ntldllon avallable liom Luss%a�e InvllNle,SB3 0'OnoOb Dilve,Madhon.W I53J19. �7ab � Tmss Tmss Type �ty Ply . ELEV A TOS ROOFTRUSS � 1 1 IIl`/EP.NE55 ELGV.A � P9711B3' DAVISWHOLESALE 3.300.s5ep201995MiTek'Intluslries,lnc MonDecll�14:00:34. 35 Page�t r 0.9-�fl� S]42 � 11-}9 � 124-0 0�3-B 61-12 6'/-12 0-9-8 Q%4= 2 7.00 12 m r m ?k 4= � �$ , 4 3x 7.Sx4 ii ' . 3x7 i i . 3x7 i i 0.S12F S'l-12 � 10.412 __ N38 �asiz sao sz-o 'asu I i LOA�ING(ps� SPAGING 2-0-0 C51 DEFL (in) Qoc) I/de0 PLATES GRIP � TCLL 20.0 Plates Increase t'IS TC 029 Vert(LL) 0.02 4� 999 M20(20ga) 149/7�4 � TGDL 10.0 Lumberincrease 1J5 BG' O.11 'Vert(TL) 0.03 4!� 999 BCLL 0.0 Rep S(ress Incr VES WB 0.03 Horz(fL) 0.01 3 Na BCOL 10.0 Catle UBG94 Min Length/LL defl=2S0 WeighC 38(Ibs) � / ;JMBER BRAGING ���-'i OP CHORD 2 X 4 HF'Ifi50F 1.SE TOP CHORD. Sheathed cr fi-0-0 on center putlin spacing. BOT CHORD 2 X 4 HF 1650F t5E BOT CHORD 7-4'.6-3-0,3-0:6-3-0. WEBS 2�X4SPFNO2 07HER5 2X45PFNo.2 WEDGE Left:2X4,RighC2X4 , REACTIONS (Ibs/size) 1=483/0-4-15,3=483/0-4-15 i Max Horz 7=-67(load wse 2) Max Uplifl,1=-99Qoad case 4),3=-99(IOad case 4) I FDRCES � �TOPCHORD 1-2=-016,2-3=-416 BOT CHORD 3-4=355,t-4=355 WEBS 2-4=109 ' I NOTES i I 1)This truss has been designetl for the wind loads generated by.80.0 m:p:h.winds a�25A(eet abave gmund level,using 5.0 p.s.(.top chord dead load and 5.0 ps.f botlom chortl deatl load,700.0 miles fmm hurricane oceanline,on a category I enclosed building,of dimensions�45:0 by 24.0 with exposure C(ASCE 7-93). Lumber Increase= 1�.33,Plate Increase= � 7-.33.Bolh entl verticais are ezposed. , i 2�SIMPSONH2.5connxlorsrecommentledSOCOnnedtmsstobeannqvrallstluetoupliftasfollov.s:Oneconnx�oratjanqs)1,3 '.�����p���� �, a`0 Pt W. �'�� I LOADCASE(S) Standard ..����E . ..�qB� '. � i: ;�`+ ;Q���SiEq�.o;�9 II = f 20512 _ i • STAr oF .•' ,I ',yo�F,.�N�l'ANP. \a���,: � �,,����A�`�.�"��,`1. � ��c Z z ���s5 i � i A WARNINO�Ver�fy dsdpn,pnmrrutm wd RE.tD NOTES ON Tffi3 AIYD REVERSE 51DE BEFORE USE. � ��� D s4�n valltl'JOi use onN wllh Milek conneclou l�k tlesiqmk bozetl onrybpon paiameleis shown,antl'k loi an IntllvWVal bvlkllnp component to be � inslalletl antl batletl vetlkally: Applkablllty ol tlesqn poiomeleis antl piopei Incoipoialbn ol componeN k iesponslblllly oLbulitlinp tleslqne✓nol imis d spne� BiaUnQ shown k loi'ble ol�uppotl.ol Intlivltlual web members.only Atltlnbnal lempoimy Dwcina to Insme,sfablllty tlwlnp conshuctbn k tbe I i iponslblllly ol J� emcloi. AtldBb al pe�manenf bmclnp ol ��e oveiall shucime k�M1e IGSpO�ilblllly oI�IM1e;bUlkll�0 tl051'��¢L FOI QeI�0�01 OuItlO�CG iepa�tllnq�lab�kalbn.qaallly EOnliol,s�oiape.tlellve�y:eitt�bn ontl biaclnp,coniWl OSL BO OuolXy S�anda�Q DSB�BJ Ymclnp SpecX�callon.antl HIB-91 �iTek� H ntllinp InslalOnq �Mlmclnp R�c mm�ntlallonaval�able lipm Luxs Pa�e Insll�ule 583 D'OnoOb Dilve,Madkon.W153JiG. ---- -------------- ------ ---. ! ELEV A T06 g RrOOFTTRU55 � �1JIY 1 Y_- INVLRPIFSS ILGV.n-_ 1,97110a w�� i . DAVIS WHOLESALE + J.J00 s Sc0 20 1705 Mi7ek InJuslrics,Inc. Tue Dec 12 1J:272A 195s�Pago 1 i ' ;- . 5.9.15 � 11-5.11 � tl.l.8 �_2.'_n.5 ; 28.5.2 __{_ 14-0-8 -I 5.9.15 5-747 5.].0 . 54.t] 5.].1] 0�1�8 � 4a4= � 4 I 7.0o i2 3x4: 'xa: � 3 \ i j 1.Sx4�. I � � 3x4: i � i.Sx4. � \- 6 o z �V � i ,�� � i ' �1 . \ ✓ ' : I� I � � 71 � 10 9 8 � � 5x5= 3x4=' 6x8= 3x4= 4x6= j , 6].13 � 1)4.g - . 75'l.a � ]i-fi-8 �I &]-17 B.S11 8-St7 B.H.d PlateOrtsets(Xh� (�:0-0-4,0�1-t],�0:0-0-0,0�0-0� � i LOADING(psQ SPACING 2�0-0 C51 �EFI (in) Qcc) VdeO PlATES G0.1P I TCLL 20.0 Plates Increase 1.15 TC 0.J5 Vert(Ly 0.16 10/9 999 M20(20ga) 749/104 TCDL 10A Lumber Increase 1.15 8C 0.62 Vert(TL) 0.33 10/9 999 ! BCLL 0.0 Rep 5tress lncr VES WB OJ4 Horz(iL) 0.09 B Na , BCDL 70.0 Code UBC-94 Min Lengih/LL Cetl=2e0 Weigh�:143(ibs) � �� �`_UMBER BRACING I \_.�TOP CHORD 2 X 4 HF t650F 1.SE TOP CHCRD S�eaihec or 3A�4 on cen:er putlin spacing. I BOT CHORD 2 X 4 HF 1650F 1.SE BOT CHC.�D 1q 1:6-J-0,7047:6-J-0,9-10:6-3-0,8-9:6�3-0. WE&S 2 X 4 SPF Na2 � wEBS 1 Row z�mitlpt 3�10, 10-4,105 � OTHERS 2 X 48PF No2 i WEDGE Left:2 X 4' I REACTIONS (Ibs/s¢e) 1=7370/03-8,8=1�70/0-3-8 ' ', Ma�c Horz 1=179(loatl case 2). I Mae Uplift 1=Q57QoaE case 4),8=-251QoaC case 4) i FORCES TOP CHORD 1Q=-2081,23=-1879,�-a=-133t,4-5=-133t,5�fi=�1921,6-7=�t92t,7-8=�21J5 '�.i BO7CHORD 8�9=7827,940=1508,70-71=7488, 1-t1=1756 WEBS 2-11=-2tJ,3-71=Jfi1.340=-525.4-t0=995.5-10=.555,5�9=a09.7-9=-266 '. NOTES 1)iTis imss has been Gesigned for lhe wind loads generateG Dy B0.0 m.p.�.wintls al 25.0 fee�above ground level,using 5.0 p.s.0 lop chord Ceatl load anC 5.0 p.s.f bo;icm chord CeaC � load,t00.0 mites from hurricane oceanline,on a category I enciosed OuilCing,ot dimensions 45.0 by 24.0 with exrosure C(ASCE i-93). Lumber Increase= 1.33,Pzte Increase= �, 1 33.Both end verticals are exposetl. . LOADCASE(5) StanCartl ,,���U����1�p� ' ,, ��.� NEK W. Cq ''�. ,'tF.Q • •.,BlF.', : c, ,•�G�SiEy •. 9 = � k�. F� � - 20672 � � � SiAiEGF ' � � _ . 9a.r��'•f�OIP.N?:''F,`��,; �� ,��`s'�/pHA�e��'���`' ��,,,��,,,,,•,�`' �Cl, 1 �N I;J�� i AWAFWINO�Ver{fj�ds�lyn pa�vmstsn wQ READ NOTS3ONTHIS AIYD REVF.RSE SIDL BEFORE�USE. ��� Cesh��a�b��oi vse onN�'��h Mllek conneclon,l�h Cesqn h baseG onN upon paiamelan shown,antl h bi an IntlNltival Dulqlnp componenl lo De � Insialietl ontl botled vetllcalry. ApplkabAlly ol tlezlpn pommelms antl piopei Inco�pO�albn ol componeni k IespOnslblllty ol bWltllnp tleslpnai�not Vuss desipne�. Biaclnp i�own k�.b�bleial ouPpoifoPlniilvltlual web membeis onN�/tltlllbnal lempoioiy DiacNQ lo hsme stablllly tlwln4 conztwclbn k I�e ieipon9bllity�ol t0e eiectoL AtlCllbnafpeimonent biach9 0l IDe ovean tlivcNie h t�e��esponslbimy of ihe Dulltllnp tlesqnei.Fo�peneial Oultlance � NandNpinatollll'qantl�ratlnOA�coanm�ntlalbnlamlqbb om^t�usflo�elMxllul�e.t5B3D50noObDMe51MOtlbon,'WI53),pcln95petHlta�lon.antlNIB.D1 �iTek� Job; , Tmss Tmss Type p�y p�y ELEV_A TOB MONO � 4 1 INVERHESS ELEV.A P9J7�p5 DAVIS WHOLESAIE ~ 3.300 s Sep 201995 MiTek Intlusirics,Inc. Mon Dec 11 14'.00:40 7�395 Pagu 1 -6&8 <-&1� � yZ.p P48 4&i� 0.S7 ' 1,SX4 II 4.50 12 � v� N N O� O 7 3 ac4= 1.5z4 il a�u 0.&1d LOAOING�ps� SPACING 2-0-0 C51 DEFL (in) (Ix) UdeO PLATES GRIP TCLL 20.0 Plateslncrease 1.15 TC 0.79 Vert(LL) 0.01 1/3 999 M20(20ga) �49i104 TCDL 10.0 Lumber Increase L15 BC 0.08 Vert(TL) OA2 1(J 999 BCIL 0.0 Rep Slress Incr VES WB 0.00 Horz(TL) 0.00 3 Na � BCDL 70.0 Code UBCA4 Min Length/LL defl=240 Weight:15 Qbs) i' . .UMBER BRACING � TOP CHORD 2 X 4 HF 1650P tSE TOP CHORD Sheathetl or 6-0-0 on center pu�in spacing, BOT CHORD 2 X 4 HF 1650F t5E except end verticals. WEBS 2 X 4 SPF No.2 BOT CHORD 1-3:6J-0. HEACTIONS (Ibs/size) 1=225/0-3-8,3=204/0-3-8 Max Ho2 1=737(load case 3) . Ma�c Upllfl t=-56(load case 2),3=-69(loatl case 3) FORCES TOP CHORD 1-2=0,2-3=-159 BOTCHORD 1-3=0 � NOTES 1)TTis truss has been tleslgned for the wind loads genemtetl by 80.0 m.p.h.winds at 25A feet above grountl level;using 5.0 ps.f.lop chord Ceatl loatl anC 5.0 p.sf bottom chortl tleatl load,1�0.0 miles from hurticane oceanline,an a category I endosed building,of dimensions 45.0 by 24.0 wi�h eiposure C(ASCE 7-93). Lumber Increase= 1.33,Plate Increase= 1.33.Both end verticals are�posed. � 2)SIMPSON H2.5 connectors recommended to connecl Wss to beanng wdils due lo upli0 as follows:�One conneclor at joint(s)1,3. I LOAD CASE(5) Stantlard I I ., NN�nun��� i �.�'Q�EN W �qg�'�,,� i :�'ti`6 . '��3TE,p . Fq': I '. e'� F�.° No. I - 20G12 = - • � STATE OF ' . � I� I'9�.c���'v01 AN?:'�Q,``'Q:� � �c .• . �" 'f�.�S��'�..•� ����� " �bin���"��`` i ��c i z ���� A WARMNO-Ver((y dsdpn pa�umslin and READ NOTES ON iffi9 AND RE VERSE�S�DE BEFORL f/SE. ��� Des n vaiiC loi use on wlt�'Mllek connecb�s l�k Ee nE.basetl onl u n iomaten sb wn antl k loi an IntllvWUalbul101n �J N sb V Po Pa o . Q compon<nl lo be � inxianed ontl'batletl veilbally..Applkab011y ol-tleslpn paiamebis antl piope�Incoipomibn ol componeN k iesponslblltly ol balidln9 tleslpnei-�no�heu Cesb�ei.Bia<Inp �own k foi'Wteial suppoi(ol NtlNqval weti members onty.Atldltbnal tempo�ary bioclnp to Inswe tlabWly Cwlna consLUCllon b the iesponsiblllty ollhe e�ecbc Ptltllibnal pamanent biacln9,ol't�e ovmall itiuclwe k I�e iesponslblllty ol Ine bulqln4 tlasb�e�.Foi peneial pWdonce .�eQOitlinq iobtico�bn,quolity conliol,d:mpe,tlelNery.aec�bn antl Diocln0.�a�ivll CSi-Bp OualMy SlanEarG,DSLBO BmclnQ Sp�cttkatbn,arW HIB�iI M iTek� Nontllina Intlolllno anC lioclrp G mm tivlbn ovolbbb hom�LVas Fate Instllub,583 D'Onolib D�IVa,Matlkon.w153TO.