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Plans (31)
t(i.°2C( -Go))I2 (E) ROOF _ " DIA. BOLT w/2" SQ. 7 ?7 c A 5 O7 %"0 EYE BOLT METAL DECK ____--1/2" WASHER AT TOP OF JOIST I =Pr rrn Tr A 1/4"0 AIRCRAFT CABLE w/ _ - 2 FIST-GRIP CLIPS AND i ! '� STANDARD THIMBLE AT / 1d:� LOOP, EA END AT ALL (4) ?),:fill: `i ', 1i'u 4�' ' 1'' ,, CORNERS, TYP. (E) STEEL / 3/8"0 ALL-THREAD BAR JOIST K/- - HANGER ROD, TYP. / 4 PLACES UNI-STRUT P1000 SUPPORT " BAR JOIST BEAM BETWEEN (E) JOIST (N) VAV BOX ,---- WEIGHT = 250 LBS. MAX. DETAIL 2 -- DUCT . 1-1/2" = 1'-0" SK3 i% BY OTHERS 1/4"b AIRCRAFT CABLE w/ � 2 FIST-GRIP CLIPS AND - STANDARD THIMBLE AT P1000, TYP. LOOP, EA END AT ALL (4) _) 'rl ,CY.-______ CORNERS, TYP.© DUCT VP BY OTHERS SECTION 1 1-1/2" = 1'-0" SK3 iii ' '-•QED PROFF \r .�\� �G FF /0 a F /!� i!N Job No. I 1 '2. 1" 4 \'� � VAV BOX SUPPORT 15322 F� RO`o , RMJ Structural Engineers Sheet No. Robinson 241 Joaquin Avenue YANKEE CANDLE - WASHINGTON SQ. TIGARD, OR Exp.1213112016 Meier San Leandro,CA 94577 Juilly&Associates Tel: 510.991.0977 SK3 www'.rn3se.`'om Signed by JEH Date 11-19-2015 Scale AS SHOWN 3 OF 3