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ca co � <br /> � <br /> NOTE: � � } <br /> BAOLANCE PER SECT. 1/S5.1 BALANCE PER SECT. 1/S5.1 Q � � -� <br /> � � <br /> TYPICAL BOLT CONNECTION � <br /> � <br /> TYP�- � � SCHEDULE � <br /> SLAB AND DECK NUMBER OF STUDS � � ( NUMBER OF STUDS � � PLATE PLATE FILLET #OF BOLTS CAPACITY(ASD)k �- <br /> PER PLAN PER PLAN SLAB AND DECK � I 3�� PER PLAN SLAB AND DECK o � CL BEAM SLAB AND DECK o � CL BEAM BEAM THICKNESS WELD SIZE 3/4"QJ A325N PER AISC TABLE Z O <br /> 2" 3" I -� U PER PLAN � U •— <br /> PER PLAN PER PLAN � p O <br /> I I = = W 12 1/4" 114" 2 16.3 V1 <br /> I � I Z > <br /> PER ARCH. � � PER ARCH. I I � PER ARCH. , � PER ARCH. � . p <br /> �-- --- - --- _ _ — _ _ i- <br /> W12/W14 1/4" 1/4" 3 25 6 m <br /> .x-� x , x� x �-- x�- x :1 f a x �--- --- x� �--a , Y -- --- X � — a 1/4" 1/4" ~ <br /> ° � � W 14 4 34.8 N � <br /> I ( _ CLIP AND WALL <br /> _ - 1/4" BENT PLATE 5�� O � DETAILS BY OTHERS Z <br /> - _ a - - a w/#4x2'-0"@ 18"oc J p I NOTES: p <br /> "co � M � 4.5" � � BENT PLATE 1. U.N.O. PER SPECIFIC DETAIL/SECTION 1.+- <br /> � I I PER 3/S5.1 2. BEAMS SHALL HAVE STANDARD ROUND HOLES AND CONNECTION PLATE MAY 0 <br /> � � HAVE HORIZ. SHORT SLOTTED HOLES � , <br /> 1/2"GAP - - 3. WHERE SHORT SLOTTED HOLES ARE USED, PROVIDE HARDENED WASHERS PER <br /> STEEL BEAM 4. BOLTS ARE A325N BOLTS. MAY BE SNUG TIGHT . � <br /> CONNECTION MqX, r � STEEL BEAM � ' � � � STEEL BEAM STEEL BEAM AISC J3.2 <br /> PLATE AND BOLTS PER PLAN � � PER PLAN PER PLAN PER PLAN 5. HORIZONTAL DISTANCE FROM SUPPORT FACE TO CENTERLWE OF BOLT GROUP O � <br /> PER SCHEDULE CONNECTION PLATE AND I I CONNECTION PLATE AND � .Y <br /> TYP BOLTS PER SCHEDULE � � BOLTS PER SCHEDULE SHALL BE AS SHOWN IN THE DETAILS � 3 N V `O <br /> ��4 6. VERTICAL EDGE DISTANCE FROM BOLT CENTERLINE TO EDGE OF STEEL SHALL = m <br /> 1/2"GAP BE 1 1/2" U.N.O. o � _ � � ,� o p <br /> 7. COPE DEPTHS SHALL NOT EXCEED THE LESSER OF THOSE SHOWN IN THE � .� � 'p � V o 'p <br /> MAX. CONNECTION SCHEDULE, NOR AS ALLOWED BY BOLT HOLE SPACING AND MIN. <br /> EDGE DISTANCE REQUIRED. COPE LENGTH SHALL NOT EXCEED THAT AS <br /> REQUIRED TO ACCOMMODATE GIRDER FLANGE+ 1/2" MAX. GAP BETWEEN C° <br /> FLANGES ��' � � <br /> PEREPLAN M 8. BOLTED TAB PLATES PER TABLE SHALL BE ASTM A36 MIN. ��`�}c,�� �,�r o <br /> Q, � <br /> STEEL COLUMN ,�� � �� � W <br /> PER PLAN ����� ,o,,> o�o, N <br /> SECTION SECTION SECTION SECTION <br /> Of, �� �' ¢ <br /> 1 „_ . „ 2 „ _ , „ 3 , �, 4 „ _ , „ � <br /> 3/4 - 1-0 3/4 - 1-0 3/4"= 1 -0 3/4 - 1 -0 <br /> ADD#4 LONG CONT. <br /> TOPPING SLAB THICKNESS <br /> PER ARCH. USE#3 @ 18"oc 3'-0" ADD#4 LONG CONT. <br /> E.W. MID-DEPTH OVER #3 @ 12"oc �— <br /> WATERPROOF MEMBRANE 1'-0" 3'-0" <br /> PER ARCH. 3'-0° <br /> SLAB AND DECK ��_�„ #3 @ 12"oc _� <br /> � PER PLAN SLAB PER PLAN 3-� <br /> SLOPE PER <br /> ARCH. NUMBER OF STUDS SLOPE PER <br /> PER ARCH. �— ' PER PLAN � ARCH. <br /> -�---- --- . x . _x x . <br /> 4 � ;4---a,-- --- a a. <br /> aa d. <br /> I � --- . — — -- <br /> lo <br /> � � � � o <br /> � � I WATERPROOF <br /> p MEMBRANE PER PLAN <br /> SLAB PER PLAN <br /> L5x3 1/2x3/8 CONT. TYP. L5x3 1/2x3/8 CONT.TYP. <br /> CONNECTION WF PER PLAN <br /> PLATE AND BOLTS STEEL BEAM <br /> PER SCHEDULE PER PLAN <br /> NOTE: NOTE: <br /> BALANCE PER SECT. 1/S5.1 BALANCE PER SECT. 5/S5.1 <br /> SECTION SECTION <br /> 5 3/4" = 1'-0" � 3/4" = 1'-0" <br /> a <br /> V <br /> _ <br /> OC <br /> W <br /> � <br /> a <br /> � <br /> W <br /> � � Q <br /> � � � <br /> O � � <br /> � H � � <br /> =� W <br /> � <br /> � � W <br /> � <br /> s <br /> � <br /> v <br /> r <br /> U <br /> M <br /> E � <br /> M N <br /> � N <br /> � <br /> N <br /> � N <br /> I M <br /> rn <br /> N (Q <br /> I <br /> a, O <br /> o N <br /> 3 <br /> N Q o <br /> v, W <br /> N �-- - N <br /> o Q N <br /> � - a �- <br /> I U � <br /> CO O � <br /> .- , <br /> i N Q <br /> � � <br /> c N <br /> :� a N <br /> � � <br /> � � J <br /> � � H <br /> c � <br /> E v Q <br /> � ¢ w <br /> �` W w N <br /> � J <br /> o � z J �- ° <br /> i O W W <br /> � � - o <br /> � V � = W <br /> � W Y <br /> �' � W � Q <br /> W � � �' <br /> � z Z °C o <br /> �' Q M <br /> � � J Q � <br /> � � <br /> / <br /> � S @ <br /> N <br /> / � W <br /> � U <br /> � <br /> � � 5 . 1 <br /> � <br /> � O <br /> N <br /> / <br /> J <br />