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10-797-020`y� V •• LE C Al �J A-325 BOLT SCHEDULE MAXIMUM BEAM SIZE IN EA BEAM DEPTH GROUP A-325N BOLTS No. PER BEAM SIZE W8 2 3/4" DIA W10 2 3/4" DIA v c,Q .)G U f/1 5/16 SHEAR TAB � G rj C.0 Q FILLET WELDS SHALL BE AS FOLLOWS: ONE SIDE: PLATE THICKNESS MINUS 1/16" (1/4" MIN.) CL TWO SIDES:1/2 PLATE THICKNESS PLUS 1/16° MIN.) EACH SIDE F- p (1/4" o© U) 3 BOLT EDGE DISTANCE SHALL BE 1.1/2" MIN. AT ALL EDGES. tip BOLT SPACING SHALL' BE 3 MIN. 0) COPE BEAMC `e - FLANGE AS REQ D U _ IV .CONNECT P PER SIDELR- S R _ �' ,, 5/16 SHEAR TAB TYP 2 T YP 3/4" BP, REDUCE. SCHEDULE � TYPICAL # DECK ATTACHMENT, Q LENGTH & DIA PER 3/S501 1 8 1 , DECK, PER 3/5501 / � f TYP : STEEL COLUMN S OF BOLTS PER SUPPORT - - 4 -. v 2 _ ® 1 1 EACH SEE PLAN FDN ENGINEER CONNECTION, w FLANGE -- SEE SCHEDULE a O G - CL OF S1JRPORT STEEL BEAM 1 _ _ Q 0 P: T COPE BOTTOM FLANGE EEL BEAM STEEL - CAPE TOP & r- to a — - SIM TO TOP FLANGE , BOTTOM FLANGE a - SUPPORT WHERE REQ, D WHERE REQ D CONNECTION, 36„ WIDE SHEETS -_ P -- SEE SCHEDULE 1/4" WEB STIFFENER STEEL BEAM _ O C? PLAN Z PURLIN, PER -_ �\�.\\---�\-� OPPOSITE SHEAR TAB bf COL B t41 BOLT BASE 2 �)BOLT BASE OR BEAM BEAM TO BEAM WEB CON NECTION O BEAM T COL FLANGE BEAM TO COL WEB - TYPICAL BOLTED WEB PLATE CONNECTIONS W/ T ED LE SINGLE SHEAR - - BMle SCR_ U PLATE ROOF DESK TO WF:.PURLIN TYPICAL DECK ATTACHMENT --- ) TYPICAL COLUMN BASE PL�4 4 _- - - 3 No Scale No Scale No Scab - - N BEAM PER PLAN 4 5541 _ DOPE BEAM, REMOVE 0 I \ ® yf BOTTOM FLANGE AND B WORK POINT - _ __ '� " 0 REPLACE W/ 1/4 PL Li LBOLT TO HORIZ BEAM COLUMN, PER PLAN COLUMN CAP PL 1/4 THICK SHEAR TAB FOR I _ ,. � . . 1/2 END PL - PERPENDICULAR ��: � �' W/ (6) 5/8 DIA THRU I (� LLI MN r COLUMN CONTINUOUS AT o.c. DIMENSION AS � EAM BER 4/5501 � BOLTS @ 6 MOMENT U) SIM CONDITION: B f GUSSET PL 1/2 . PER P r �\ „ LAN SHOWN 1/2 END PLATE COLUMN PER P CONNECTION TO W -� . 4 1/4 x 4 x 0 -3 PL ,- �WEB,I � r, „ (} ; - WELD TO COL. I „ - r „ — I �I r 1 1/ 1 1/ - I I COLUMN WEAK AXIS, � � (� 4 3/4 DIA A325 THRU BOLTS A TO FLANGE &WEB r O I \ &BEAM FLANGE W/ : I f _ � I B SEE 17/S501 SIM' W r 2 EA SIDE �� O {) 1/4 FILLET I 1�` I u \ Q r is 5 cV ®. V. .. O O _ WORK POINT L BRA SEE BAY ELEV. Q „ II ~. -- r ► - 5/16 � I I I' THRU BOLTS __ � -, I , r o J s J (!) I z I — U �n - 4 I I � I _ BRACE PER _ f N STIFF TO ", s ET PL 1/2 _ FRAME 1 1f2 COLUMN BASE PL, GUSSET m J Ir 1/4 I - I � � ` - O O WEB & It r BOTH SIDES O� COL. I - r ELEVATION � `� SEE TYPICAL DETAILS ( - 1/4 CANTILEVER BEAM, _ FLANGE STEEL BEAM, WHERE OCCURS II 1 112 r ) it PER PLAN STEEL BEAM PER PLAN A 1/2 „ „ PER PLAN.. I WELD W/ 1/4 FILLET I SECTION 'A -A' 1/4 SLOPE TO T B.P. &COLUMN WEB BASE P- „ O I - W/ 1/2 BP. SHOP WELD TO CONNECTION PER 4/S501 „ „ „ 1/4 MATCH ROOF TOP OF CONCRETE, � I 3/4 x 12 x 0 -8 ND F BEAM. END O- COLUMN CAP PL. SLOPE , A_ BOLTS, PER -_- ,, „ „ 1/2x8x61/2Wl - GUSSET PER _ a FDN ENGINEER 1/4 x 6 x 2 1/2 STIFF PL PRE TENSION _ --- a 4 4 3/4 DIA A325 1 SIM. DOUBLE NUT A BOLTS { } , 8/S50 EA SIDE OF WEB BOLTS TO 28 kips LEVELING - THRU BOLTS CONDITION FOR LE E- G d STEEL COLUMN a - 9 PER PLAN 1/4 PRE -TENSION . r BOLTS TO 28 kips vo M, STEEL BEAM TO STEEL COLUMN FLUSH. PL S - •Ir � INTERSECTION RID 3 BEAM INTE_ G - BOLTED MOMENT CONNECTION M ANTILEVER OV€R COLUMN BRACED BAY BASE STRONG AXIS - _ BRACE T4 COLUMN _ - _-_ -- - - _ - - 5 � No Scale � No Scale No Scale No Scale a No Scale. :_ , � vY, 70.. - STEEL ROOF BEAM .PER PLAN " - OFFSET COLUMN VERTICAL WIND FROM GRID WHEN. ..,, .. t% GIRT, PER PLAN FLANGES ARE kT I „ PERPENDICULAR ti J 4 S Iran TO GRID 1 /4 n - L 6 x3 1 /2 x5/16 TO AW BEAM STEEL COLUMN - UNDERSIDE OF B_ - - D GIRT, VERTICAL WIN_ G_ it „ k s501 LLV W/ 2 1/2 'THRU ' PER PLAN .. u W SEE PLAN STEEL COLUMN, S-, „ _ LT TO HSS COL _ 4 1/4 7 4 4 , PER PLAN cv I r N 7 STEEL _ w „ 00 Ito MATCH PANEL 3/8 x4 X _ S —,.a± GIRT, W/ 5/$ 'DIA BOLT 3/4 G I Q � ...::. A, ,,, , ♦� WIDTH N w . : S RE D TO WIND GIRT A Q 3/8 x5 x8 BASEPLATE -_ HSS WIND GIRT W/ 2 1 /2x1 0 A BOLTS COL SIM. CO- - _ . ,...., a.. �. WIND GIRT ch �;.,...,.,� *., ,. L PER FDN ENGINEER r - ��' VJ II �) I n e;r PER PLAN �., � � N ' I I PER FDN E ER A BOLT u WIND GIRT, I I a a hiss WIND GIRT COL PER PLAN U 3/4 2 3/4 „ SIM. COND. w to d a w `1 1 .. d _ A` I HSS WIND GIRT ,_ � _ .. 4 a CENTER COLUMN .,.,..:_ _ ' - PER PLAN .fi w U SECTION A_A � ON GRID WHEN , . , rv.,= u7�. FLANGES ARE ... r PARALLEL TO GRID. A A,k Iw 0 - - WIND GIRT TO ROOF BEAM COLUMN LAYOUT AT GRIDS CO- U GIRT BASE '.WIND GIRT TO STEEL COLUMN TYPICAL WIND G_ _ - CONCRETE SLAB TY C - _ -- _ WIND GIRT CCU - - - _ 13 14 ,:.�1-... 10 - 1z to W No Scale 'No Scale No Scale- STEEL DECK,. , .: ..:... No Scale No Scale '. PERP.LAN a, _ - r O PLYWOOD OVER TYP PLATE BEAM CENTERLINE Z PURLIN, CS 16 STRAFING W/ TO FLANGE STEEL DECK, PER PLAN 3 PER PLAN 1/2 END PL: d x 0-$ O #10 TEK SCREWS W/ - DTOZ DIA HOLES. METAL DECK, EA EN-- BEAM PER PLAN 4 13/16 I �J ROOF DECK, PER PLAN PURLINS TYP. @ STEEL BEAM 2 3 BEAMS UNO PER PLAN � - _-__-_------ DIAPHRAGM PERIMETER SEE PLAN - S INSIDE FASTENER PER 3/8501 - DRAWN BY. ONLY 12 �_�� O N. Tanner - _ —--_..-------- +---T— — ------ ---- MATCH ROOF SLOPE ,, I L PE 2„ 2 _ I I CHECKED BY: I I ,, 362S162-33 x 0-6 VERT - - - SCALE. 8ZS2.oxa60 , STUD 6 -0 o.c: 2 #10 O _ TEK SCREWS TO BENT PL SIMP$ON SBA BEAM PER PLAN W8x CANTILEVERED 1 `0 1 -0 . - � - A� indicated 16 GA BENT PLATE. - o; HANGER TYP. CONNECTION PER BEAM PER PLAN - 8 x2 x2 HILTI TO ROOF INSTALL W/ 6 .157 4/5501 - STEEL BEAM {) „ n „ „ fx8 W/ :� BEAM 6 a.c. MATCH 1/2 END PL. b DINE. � PER PLAN DIA x 518 PAT �. ,�,. � ' - „ /4 DIA BOLTS. „ .w 4 3 m r . .<. , , ROOF SLOPE W/ O ,j .i . ,, , 1/4 WEB STIFFENER 2 / :DIA THRU Z PURLIN ,, ,C�.. r. f�. ,} r, POWDER (-) 3 8 . 9 .. 11 Aug2010 PE OF TOP PRE TENSION PER SLOPE - PER PLAN FASTENER, TYP. COLD FORMED CENTER ON PLATE BOLTS W/ STIR K 6/5501 FLANGE OR #10 TE_ STEEL' FLOOR JOIST WASHER @.PURLIN ._ DITION" � .: s - NO BEAM SIM. C _ . ST�EL,ROOF BEAM, . SCREW 6 o.e: @ PROJECT NO: SEE PLAN TYP: . ,,. ., , PER„PLAN STEEL ROOF BEAM, 10031 PER PLAN — Z PURLIN TO W-BEAM XBRACING _ k i � , �._, No scale.:. � , .. � `SHEET. s-rrl:,s .� r�ry l! - - _ - - - S501 PURLIN AT W SECTION Draw ing No. TYPICAL Z FUR___ CANTILEVER BEAM C 9 T AM CANT - - ARMING TO PERIMETER BEAM .TYPICAL FLOOR JOIST TO STEEL BEAM ROOF � - --- - --_ __ _ - SEAL 17 18 ENGINEER S _ 15 - 16 ISSUED FOR hERMIT No Scale: No Scale -THE UNDERSIGNED IS NOT THE ENGINEER NO Scale NO Sca a FNTE:11 Au 2010 RECORD FOR THE OVERALL PROJECT. LEVEL GA - SUPPORT SIDE LAP' PERIMETER CAPACITY ROOF ' 20 7 BUILD EX #12 or #14 O -_ #10 SCREWS 6 #12 or : - 765 P LF TEX SCREWS TO SUPPORTS , (6) PER SPAN #14 TEKs MEZZ 20 - - (7) BUILD EX #12 or #14 #10 SCREWS (7) #12 or 76 5 PLF - FLOOR - TEX SCREWS TO SUPPORTS (6) PER S PAN #14 TEKs