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r-^�• <br />E.s� --_ ; <br />�,1� , , <br />EP1:�IDiEERS <br />ect No. 12271.D Partv Citv <br />e �358 Everett.'NA <br />�jl SG?-V��� <br />Sheet No. 1l1 <br />Date 02/04/13 <br />Summary of Seismic Attachments for Store_Fixtures <br />Minimum # oi <br />Minimum � of Minimum # Concrete Wedge <br />Screws of Screws Anchors Required <br />Required for 20 Required for into Concrete Slab <br />GA Stee! 2x Fir on Grade per 4ft <br />Fixture Ty�e Studs" Studs" seclion of sh�If <br />Shelf Unit - Wall mounted <br />Alsle Unit - Floor mounted <br />Balloon Wall - Floor mounted <br />Stockroom Fixtures' - Floor <br />mounted <br />SteelStuds <br />Wood Studs <br />Canc. Slab on Grade <br />3 <br />N(A <br />N/A <br />N/A <br />2 <br />N/A <br />N!A <br />N!A <br />N!A <br />4 <br />J <br />2 <br />Use �12 sel6[aoping/dnlling screws (min 3" long) with 1" minimum <br />penetration required into metal stud. Screws are to meel the min. <br />(Ultimate pull-out in 20 GA Steel Studs = 57 Ibs.) <br />Use �8 waod screws (min 3" long) with 1' minimum penetration <br />req�ired into wood stud <br />(Ultimate pull-aut in 2x fir member wl1" embedment = 117 Ibs.) <br />Use 3/?" diameter Hilti Kwik Bolt 3 with 2�IIJ" embedment. <br />ICC: ESR-2302 <br />These values are fer seismic pull-out anchorage only, not for component analysis. <br />Component assembly and attachments per manufacturer <br />'Siockroom fixtures are fo be connected logefher back to back as per manufacturers recommendations <br />"Located at 48" and 1 ZO" AFF per uprite <br />p,drs�r-�.,::-.F�. - <br />�.n�t�l" ' :�.�,., <br />f F, `. . <br />e� <; ~ 1 � L� U ra <br />..� <br />� , . <br />r ._ ���-' - <br />c� .;1..%, � <br />-�� � ' ?r:?7� '�' <br />„ � ... t: <br />c; - ; -::I <br />,,. , ., , ; <br />e ,.y_:,,, , <br />+C, .. .r �; .x..:i", ,y- ,�; #� <br />��ti.'i�.����. 391u0 �c�'t:�a:� <br />� Y,}` i"iv._CJO`t.11 1:;w ���7 -t: Z°' j <br />AR'N Engineers 159�1 West Park Circle, Ogden, Utah (801 j 78?-6008 arwengineers.com <br />