Laserfiche WebLink
��s �� / � .... C�--�Z,. ! �, `' — -��'� � i�-7 f �i <br /> � � � NC BENNETT WO:44029 WE:44029.1 <br /> TOP CHORDS: 2x4 SPF 1650E-1.5E Al1 CQMPRESSION Chords are assumed to be 'oint Locations � <br /> BOT CHORDS: 2x4 SPF 1650E-1.5E continuously braced unless noted otherwise. 1) 0- 0- 0 3) 13- 0- 0 5) 6- 6- 0 <br /> WEBS: 2x4 SPF STANDARD 2) 6- 6- 0 4) 13- 0- 0 6) 0- 0- 0 • <br /> I herabY oe�fply that thia Rlan. sPec�iqtion. or tepoR <br /> w� P�P�d by rr� or under my di�ect wpa�vision <br /> and that I mri a dcdyr Refli�ored P�afossionol Erq�et <br /> tho laws o� tl�� ad ll�r�no�ct�. <br /> _._._ � . ..�� <br /> o� � `3'qZ �, No., �zas9 <br /> � � <br /> 1 2 3 <br /> 9.00 -9� <br /> 4X4 <br /> 6-0-8 6'� <br /> 1-2-0 3X6. 6X8 3X6.4 1-2-0 <br /> � � <br /> � 3-1-0 � <br /> 3X4 3X4 <br /> ��� � 6.00 I � -� 0-4-0 <br /> 6-2-0 , 6-2-0 <br /> ,i <br /> �� �5 <br /> 741#3.50' 741#3.50 J _ _ _ <br /> 1"�"0_I 13-0-0 � �-v-u <br /> I � <br /> EXCEPT WHERE SHOWN,ALL PLATES TO BE TEE-LOK 2o-GA ST � scale = 0.2500 <br /> WARNING: READ ALL NOTES ON THIS SHEET. TC Live 40.o pst Designed By:JAL <br /> QQ�DQA COPY OF THIS DRAWING TO BE GIVEN TO ERECTING CONTRACTOR. TC Dead 7.0 psf D� <br /> BRACING[I'dRNING DESIGN/NFORMATION BC LIV@ OA PSi Checked By: Fi� <br /> Bracing ahown on thir drawing ia nu aecaon bracina��dnd bwdn y Thir derian is/a an individud 6uildin;canponent and haa been bmed on in Jo.ma- <br /> porra(bracina w.riiniiar braang which ia n pCK oJ�he building tion provided by the cliart The duiane�diadaim+miv rerpansibilitY for dama6c* gC Dead 10.0 pSf Date•10-29-92 <br /> derign and whuh,nun be con+iderrd h v rhe buildin6 de+i6^�,. m a/ravl[of fmJry ar i/eeorreri in forn�adon,spec+J�cadon+and/o�d��S^J • <br /> 2 Brac,ng shown ir Jw lareral ru ppor�of wr:mrmhen onJy w rr�a fumished m rhe buis dui6ner 6v the client and the twrtebvss or�anocy of TOTAL $7.� F15f <br /> ���1� � buckling lengd� Prmtitiont mu+t be made io antJw�1a/nvi bracinS �hia in fonnudan m it may relati w n tpai�icpr��ect Thit tnrr:har bem . <br /> U at ends and rpeci fied!«adonr deremrumd by the b�ildin�derigner. dvi�e d in accordance wuh TPl�83"and NDS-86'w be incorpo�med ar pan oJ Design Criteria:TPl <br /> Additlonal6raan ofeheo�em!l:wcaenmoybenquircd thelwJdin;des�snbyaBuildin;Derianer.Whenxvirnrdforapp+ovalbythe LOADDUR.FAC: 1.15 <br /> (Ser HIB•91 o f�/1. For rpeci f'u wra hmctn;�rquurrraw, buildin�drtisner,tht duian loadin�+hown murt be checkrd ro be awe that rht <br /> —�'OOD TRUSS 57STEAfS— conran buildina dengrrc.. iTrvu Pla+e In:pyrc,TPI,ir locaud dam ihown ae in n6xemm�wirh rhe 1«a1 b�ildin6 coder.loca�cllmaa�'K°r°' SPACING• 24.0" $Eqft'08.17.92-72322 <br /> at 583 D'Ono inn Drive.Maauon.R'irconrin S.i�191. f a wtind or rnow ioaa+,pro.itu rpeci ficoaoro w a pecial a pplied loadt. - . <br />