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��-'�`�.'.,�.��z �#'n=£a:i �r�,�� ;�... ,: <br /> _ �� a a�;�,,- <br /> J <br /> J <br /> � � <br /> � � <br /> � ~ <br /> y � <br /> CrCOLUMN ��4„ � <br /> Q <br /> ��4 GALVANIZEDI-1/2"22GA � � <br /> SLOPE WIRE RIB METAL DECK � J <br /> � <br /> Z <br /> W <br /> U <br /> 1/4"CAP PLATE - <br /> m'P) i� <br /> ❑ <br /> J <br /> Q <br /> � � � Qi� <br /> n���P� <br /> 1/4" tl_ <br /> 1/4" � O F=Q�� <br /> W��°��� <br /> zm�� <br /> �u�dd� <br /> 3/8'Sc6"SHEAR � <br /> PLATE�BEAM W/ 2" ' G� <br /> (2)1"0 A325 BOLTS �BOLT 3/8'k6"THRU PLATE� L3-t/2"x31/2"x3/8"W/ 1/� <br /> 11'_0' <br /> BO TSR W/(2)1"Pl A325 (�P>"0 A325 BOLTS � <br /> � <br /> 10" 5'-6" 5'-6" �p�� 3"STD <br /> a <br /> ALVANIZED m a � � m � m <br /> PIPE(3-1/2"O.D.) <br /> 2 <br /> w fO <br /> _ Q � o o � � � <br /> 0 <br /> r <br /> 1 ROOF COLUMN DETAIL <br /> W8 x 10(+13'-0") 2 SCALE:3is"=1'-0^ o <br /> m 3 o c� 'g <br /> 0 0 > o z � G, <br /> y 1 � U U N LL Z <br /> > � rc � W � O Q <br /> K N O m W� LL � � <br /> W O LL a O f � <br /> C j � Ril j p <br /> r�, a o y a �u <br /> � � o <br /> vi j <br /> N <br /> 0 0 0 <br /> METAL DECK NOTES: <br /> x x x 1.METAL ROOF DECK SHALL BE GALVANIZED.GALVANIZED SHEET STEEL <br /> 3 � � SHALL CONFORM TO ASTM A446 GRADE A AND ASTM A525 WITH A MINIMUM <br /> `4 G30 COATING UNLESS OTHERWISE NOTED. Z � "' "' <br /> 0 <br /> 2.METAL DECK SECTION PROPERTIES SHALL BE COMPUTED IN I L-00-1154 <br /> ACCORDANCE WITH AISI"SPECIFICATION FOR THE DESIGN OF COLD-FORMED <br /> STEEL STRUCTURAL MEMBERS".THE MINIMUM THICKNESS OF ROOF DECK H WY 36 & 105 <br /> SHALI BE 22 GAUGE <br /> 3.ALL DECKING SHALL BE WELDED TO STRUCTURAL STEEL BY QUALIFIED <br /> WELDERS USING PRE-QUALIFIED PROCEDURES.THE ERECTOR SHALL <br /> ESTABLISH A WELDING PROCEDURE FOR THE PLUG WELD OF THE STEEL 2105 E ELDORADO ST <br /> GALVANIZED 1-1/2"22GA WIRE RIB METAL DECK 2 SPAN DECKING TO THE STRUCTURAL STEEL FOR THE PARTICULAR GAGE USED. DECATUR,IL 62521 <br /> PRIOR TO THE START OF ERECTION OF THE STEEL DECK�+CH WELDER <br /> SHALL BE QUALIFIED USING THIS PROCEDURE AS WITNESSED BY OWNER'S DRAWN BY B7E <br /> STRUCTURAL STEEL TESTING LABORATORY.THE OWNER'S TESTING <br /> LABORATORY WILL VISUALLY INSPECT THE WELOS IN THE FIELD CHECKED BV: TAZ <br /> 4.FASTENING OF METAL DECK TO THE STRUCTURAL STEEL.THE FOLLOWING DATE: 07Y30/15 <br /> LIMITS SHALL NOT BE EXCEEDED. <br /> A.)ALL METAL DECKING SHALL BE WELDED AT 12"(6"AT THE PROJECT# 50-�70 <br /> WH X 1 O(+12�-0��� PERIMETER) MAXIMUM ON CENTER TO THE SUPPORTING STEEL WITH <br /> 2 5/8"DIAMETER WELDS. SHEETTITLE <br /> � ELEVATED STEEL <br /> B.)NO 10 TEK SIDE LAP SCREWS SHALL BE FASTENED AT 36"o c. EQUIPMENT PLATFORM <br /> MAXIMUM ON CENTER. ROOF FRAMING PLAN <br /> A EDGE OF ROOF DECKING B C.)SEE PLAN FOR ADDITIONAL PLAN FASTENING RE�UIREMENTS. <br /> SHEETNUMBER <br /> COLUMN(TYP.) 5 NO LOADS EXCEEDING 50 LBS SHALL BE PERMITTED TO BE HUNG FROM <br /> ELEVATED STEEL EQUIPMENT PLATFORM-ROOF FRAMING PLAN ANY METAL DECKING.ALL HANGERS FOR DUCTWORK,PIPING,ETC.SHALL BE �-� <br /> .� HUNG DIRECTLY FROM STRUCTURAL STEEL WORK OR SUPPLEMENTARY <br /> SCALE:1/16"=1'-0" MEMBERS OR ANCHORS EMBEDDED IN THE CONCRETE.ALL HANGING LOAD <br /> DETAILS SHALL BE SUBMITTED FOR REVIEW. <br />