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� � , .�ro� ,T_ <br /> �=���� 'g�e�� � ���.�- <br /> �"�m��z. ��b�.s <br /> J <br /> J <br /> �2�"�u = <br /> 11'-0" � �� <br /> � " <br /> g�� 4 SPACES @ 2'-9"O.C. g�� � F- <br /> � <br /> w <br /> io Q <br /> 1 W10 x 12 � ai <br /> 0 0 0 0 0 3"x3/8"STL PLATE Q <br /> X X X X x 1/4�� � � <br /> � 3 3 3 3 BAR GRATING-SEE PLAN w <br /> 2'-9" 3/8"STL PLATE:4"WIDE V <br /> W/1-5/8"P1 A325 BOLT <br /> g QO o <br /> J <br /> _ Q <br /> 3/4"4J ROD(MIN) 0 6 0 <br /> BEAM-SEE PLAN � �_'��°�� <br /> t��- <br /> �FW��q <br /> �W O�� <br /> z�-s�� 2�-s�� z�-s�� � � �„�„�z m��� <br /> SQUARE BATTERY SQUARE o - <br /> CABINET CABINET CABINET �U�d a� <br /> (600#) (5,000#) (600#) <br /> L3"x3"x3/8"W/1/2"0 ��i <br /> HILTI RE 500 EXPDXY "� <br /> ANCHOR W/3"EMBED <br /> 5/8"4J A325 BOLT <br /> GALVANIZED STEEL GRATING W/ m a � � a <br /> -. m � � <br /> 1-1/4"x3/16"BEARING BAR @ 1-3/16"O.C. ;,.� ` <br /> m <br /> � 4 � � � � � <br /> 0 <br /> - � r o o ` \ \ <br /> r o <br /> `4 i f i <br /> 2 W1O X 12 ' O � <br /> 4 f. 1 Q p <br /> � + y O O W O � � Z tj <br /> A Z EDGE OF GRATING B COLUMN(TYP.) ` w � � w � o z cai <br /> ' V LL W LL <br /> 4 f£/ f � W � LL aW O � � <br /> � � � F � � � <br /> ,� ELEVATED STEEL EQUIPMENT PLATFORM-FLOOR FRAMING PLAN ,� EQUIPMENT PLATFORM LADDER DETAIL-SECTION VIEW � o a N g < <br /> SCALE:1/16"=1'-0" SCALE:1/8=1'-0" � � � <br /> y a <br /> m � <br /> ti COLUMN 6'-0"(MAX.) <br /> e BOLT <br /> FULL HEIGHT COLUMN <br /> INTERMEDIATE STUB z ' � � "� a � <br /> I COLUMN.:3"OJ STD GENERAL STEEL NOTES: <br /> CONTINUOUS 3" PIPE COLUMN W/BASE L3"x3"x3/8" I L-00-1154 <br /> STD GALVANIZED 2�� �/q� 1.ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AISC <br /> PIPE(3-1/2"O.D.) ��4�� PLATE 4"X9"X3/8"W/(4) "SPECIFICATION FOR THE DESIGN,FABRICATION AND ERECTION OF <br /> AISC FRAMED yy/�/4"CAP PLATE 5/8"0 BOLTS STRUCTURAL STEEL FOR BUILDINGS",LATEST EDITION,AND THE AISC H1IVY 36 & 105 <br /> CONNECTION i` OO OO OO OO "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES", <br /> (2)L4X4X5/16X0�-6�� I LATEST EDITION,EXCEPT AS MODIFIED BELOW OR IN THE <br /> W/(2)3/4"0 SPECIFICATIONS. <br /> A325 BOLTS 1/2"QJ 2.ALL STRUCTURAL STEEL W SHAPES SHALL CONFORM TO THE ASTM 2�05 E ELDORADO ST <br /> O U-BOLTS A572 OR A992 GRADE 50.ALL OTHER STRUCTURAL STEEL SHAPES, DECATUR,IL 62521 <br /> PLATES,AND BARS SHALL CONFORM TO ASTM A500 GRADE B.PIPES <br /> SHALL CONFORM TO ASTM A53 TYPE E OR S.ANCHOR BOLTS SHALL oRnwN ev e� <br /> `� OO OO OO � CONFORM TO ASTM F1554 GRADE 36 AND BE COMPATIBLE WITH E70XX <br /> ELECTRODES. cHECKeo av Tnz <br /> � 1/4" - 1/4�� <br /> 1/4" 3.ALL WELDING SHALL BE DONE BY QUALIFIED WELDERS AND SHALL DATE: 07/30/15 <br /> BAR GRATING, <br /> � SEE PLAN CONFORM TO AWS D1.1"STRUCTURAL WELDING CODE",LATEST EDITION. pRo�Ec7n 50-�70 <br /> ALL WELDING ELECTRODES SHALL BE E70X. <br /> � <br /> 3/8"x6"SHEAR 4.THE CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS AND SHEET TITLE <br /> PLATE @ BEAM � � exisTwc coNoiTioNs. ELEVATED STEEL <br /> W/(2)1"0 A325 � EQUIPMENT PLATFORM <br /> BOLTS 5 IF CONDITIONS VARY FROM THOSE ON THE DRAWINGS,THE ENGINEER FLOOR FRAMING PLAN <br /> 3/8"x6"THRU PLATE�GIRDER SHALL BE NOTIFIED IMMEDIATELY. <br /> WI�Z�'I��OJ A325 BOLTS STIFF PL 1/4" SHEETNUMBER <br /> EACH SIDE 6.THE CONTRACTOR SHALL OBSERVE ALL SAFETY RULES DICTATES BY <br /> CODE AND GOOD PRACTICE. �-� <br /> TYPICAL BEAM TO BEAM CONNECTION TYPICAL BEAM TO BEAM CONNECTION EQUIPMENT PLATFORM RAIL DETAIL 7.SHOULD UNFORESEEN CONDITIONS OR OTHER CAUSE NECESSITATE <br /> THE CONSTRUCTION DETAILS TO BE MODIFIED,THE CONTRACTOR SHALL <br /> 2 SCALE:1/4"=1'-0" 3 SCALE:1/4"=1'-0" 4 SCALE:1/6=1'-0" NOTIFY THE ENGINEER BEFORE PERFORMING THESE CHANGES. <br />