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Saudum Pine(S�specific�avity=O.SS;allowable load per anchor=607 pounds. <br /> Sprucc Plne Ftt(SPF}specific gravity=6.42;nllowable load per anchor=439 ponnds. <br /> 3i"minimnm lag screw edgc dish�nce teqnired. <br /> 1�"minimum lag screw embedment into stucta�al wood. <br /> I.ag screws mnst be seated in fullheightftame members. �, <br /> Lag screw:�e"dlameter x 1-�e"minimum long; � <br /> mnst conform to ANSIlASME B18.2.1 <br /> � <br /> � <br /> � <br /> � <br /> � <br /> � <br /> `� <br /> � <br /> DRY WALL/ SHEATHING � <br /> u <br /> > <br /> w° <br /> '` <br /> 0 <br /> � <br /> .� <br /> � <br /> � <br /> III q <br /> TRAC]K BRACKET MOUNTING '� <br /> SURFACE MUST BE FULLY ````����1�8�11I���'�i � <br /> � .... , i <br /> SUPPORTED BY WALL STUDS ��;•;,�a�p:�'•ti �� w <br /> � �� No.517ST . � � <br /> . � <br /> 5�6�� x i 5��� LAG SCREWS - *° � �*= <br /> , =.�,. �,�� ; ; <br /> :, '•., o�:�� . <br /> ��•�OR1,, d � <br /> /��''',��ON i`,�1``�`\ <br /> Mnone <br /> Max3mam load per jamb=0.5 x{door height}x(doorwidth)x(me�dm�positive p�ne) �O LILJ O�CI�O� T� <br /> 2-18-2015 <br /> Altermtive design map be approved by a]isxnacd profcssiansl engineer. • <br /> Supporting structnral elements shall be designad by a Gcensed pa�ofrssional dohn Fs.Scates,P.S. <br /> engineer far wind Ioads in addition w aRhcr loads. 3121 Faaga�e Ihive Attachment Detail Lag Serew <br /> The svimbility of the s�ctnral bnilding companents must be verified by the an�ieer of cecmd fa�the bulc5ng. C�llton,Taxas 7500? <br /> Florida P.S.#51737 <br /> TXPE 5630B,F-aaoa C.H.I.Drawing: BJA-106 Rev.-03 � <br />