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O AISC MIN. EDGE DISTANCE OR O WELD BOTH TOP & BOTTOM O CONT. H552x2xl/4 TUBE <br /> EDGE DISTANCE TO FLANGES OF CHANNEL <br /> ACCOMMODATE PLATE WASHER <br /> AND WELDS, WHICHEVER IS <br /> GREATER H <br /> 02 1/4" OR MIN. WELD SIZE PER AISC N m <br /> MANUAL TABLE J2.4, WHICHEVER IS ` ,x LO <br /> o <br /> GREATER,FOR BASE PLATES UP <br /> TO 3/4" THICK, 5/16" FOR BASE <br /> CD <br /> PLATES OVER 3/4" THICK o rn <br /> - x � � <br /> 3/16 2-12 W �E <br /> 03 DO NOT WELD THE ENDS OF THE 3/16 2-12 - c o <br /> COLUMN FLANGES OR THE FILLETS <br /> v <br /> (K REGIONS) OF THE COLUMN I/4 I/4 Z co <br /> o <br /> Q <br /> NO WELD, v <br /> TYP. Q m N <br /> CD ti <br /> 1" CD <br /> NO WELD, TYP. 00- coo a' <br /> dW co <br /> LU <br /> L <br /> ® SPACE ANCHOR BOLTS EVENLY A. DECK SPAN DIRECTION MAY BE <br /> (3" o.c.MIN.)WHEN MORE THAN (4) DIFFERENT THEN THAT SHOWN <br /> BOLTS ARE REQ'D <br /> (3) OPTIONAL GROUT ACCESS HOLE <br /> FOR BASE PLATES EXCEEDING <br /> O ® O I'-6" x I'-6". ACCESS HOLE DIA. <br /> SHALL NOT EXCEED ANCHOR Store: <br /> BOLT HOLE DIA. KETTLEMAN & L. SACRAMENTO <br /> 0 o O ® CLEAR DISTANCE SHALL EQUAL 104 STEEL CHANNEL CORNER CONNECTION 101 STEEL DECK AT STEEL BEAM <br /> ACCESS HOLE DIA. OR 1 1/2" LODI, CA 95242 <br /> WHICHEVER IS GREATER 104-201329 NO SCALE 101-201329 NO SCALE <br /> 5 � <br /> 0 3/4" x (3x BOLT DIA.)" x 0'-(3x Restaurant #R 576 <br /> BOLT DAY' PLATE WASHER w/ STD. O 3/4" CAP PLATE ATTACH <br /> NG PE AN NOTESBEA <br /> M PER P4E-HV-M SCHEME A <br /> HOLE, TYP. <br /> © (2 (2) 3/4" DIA, BOLTS ON BEAM <br /> Professional of Record: NAME <br /> ® PLATE WASHER TO BASE PLATE. GAGE 1 <br /> (D GUTTER BY OTHERS <br /> (2) SIDES MIN., TYP. AT TYPE 1)", <br /> i (3) <br /> 7eP I-I Ec) SIDES MIN., TYP. AT OTHER � 3/8 STIFFENER <br /> TYPES <br /> CJP CJP 0 0 FLANGE TO BASE PLATE, TYP. 3 <br /> PAR <br /> 5/16 A. SEE PLAN OR SCHEDULE FOR DESIGN <br /> BASE PLATE DIMENSIONS <br /> SCI BASE PLATE TYP.B. BASE PLATE CONNECTIONS MAY n TYPICAL A r c h i t e c t u r a l <br /> REQUIRE MORE ANCHOR BOLTS Solutions Group <br /> THAN SHOWN. SEE PLAN OR 1 101 Central Expressway South <br /> SCHEDULE FOR SIZE, TYPE, AND I I Suite 100 <br /> NUMBER OF BOLTS. SEE Allen,TX 75013 <br /> SCHEDULE BELOW FOR MAX. — — — <br /> I CONTACT: EVERETT FIELDS <br /> ANCHOR BOLT HOLE DIA. <br /> 2 311 EFIELDS@PMDGIINC COM <br /> BOLT DIA A) MAX. HOLE DIA. TYP.Wr I/4 A. ADJOINING FRAMING AS OCCURS A. STEEL DECK MAY BE SLOPED, <br /> 3/4" TO I" db + 5/16" NOT SHOWN FOR CLARITY PER ARCHITECT <br /> I" TO 2" db + 1/2" 2 <br /> OVER 2" db + I" <br /> C. (1) COLUMN AT SC2 BASEPLATE n GUTTER OPTION ER * <br /> MAY BE ROTATED 90 DEGREEScl <br /> c <br /> b <br /> QLU <br /> Q N <br /> TYPICAL COLUMN BASE PLATE STEEL BEAM AT STEEL COLUMN STEEL DECK AT STEEL BEAM o M a o ,� N <br /> 108108-201329 NO SCALE 105 105-201329 NO SCALE 102 102-201329 NO SCALE = Z r <br /> �P <br /> 038 * 5 <br /> O 1/2" MIN. CAP PLATE U.N.O. Ol GRIND SMOOTH WHERE REQUIRED <br /> BY ARCH'L <br /> 0 MIN. WELD SIZE PER AISC 360, <br /> TABLE J2.4 <br /> 0 CAP PLATE TO COLUMN WEB <br /> ® CAP PLATE TO COLUMN FLANGE, 1/4 Prototype : P4E- HV 2020-2.0 RELEASE <br /> I TYP. BOTH FLANGES AT BOTH <br /> SIDES OF COLUMN WEB Prototype Issue Date: 7.14.2020 <br /> I/4 � Design Bulletin Updates: -- <br /> 0 (24 MIN. <br /> (D 4 MIT, <br /> Date Issued: Bulletin Number: <br /> 1ST BLDG. SUBMITTAL <br /> A. ADJOINING FRAMING AS OCCURS A. STEEL DECK NOT SHOWN FOR <br /> NOT SHOWN FOR CLARITY CLARITY <br /> REVISIONS: <br /> 12.22.2020 1st Building Submittal <br /> 106 TYPICAL COLUMN CAP PLATE 103 TUBE BEAM AT STEEL CHANNEL 1 <br /> 106-201329 NO SCALE 103-201329 NO SCALE 2 <br /> 3 <br /> 4 <br /> OO ® I STEEL COLUMN PER PLAN 5 <br /> CANOPY STEP I Y-0' 4'-6" O2 FLATWORK BY OTHERS 6 <br /> 7 <br /> ( (5) #3 AT TOP 8" 8 <br /> ® (6) #8 VERT. <br /> 2 1 1 6 05 *3 TIES AT 12" o.c. <br /> Sheet Title: <br /> _ © BASE PLATE w/ ANCHOR RODS <br /> 3 Ila a a Av PER STEEL COLUMN SCHEDULE CANOPY DETAILS <br /> I II II II II II <br /> 47 -7777 <br /> • Gym <br /> 5 <br /> 3 CLR Date: 12.07.2020 <br /> TYP. Project Number: 202175 <br /> 5 O Drawn By: TA/CAD <br /> 4 � <br /> A O <br /> • • O U <br /> O 00 <br /> N c <br /> N �' Sheet Number: <br /> _ _ °) VZ 60o <br /> M 4 RIGHT <br /> n SECTION <br /> O engineers N _ � 0 SC2 . 1 <br /> 107 STEEL COLUMN AT CAISSON °' C <br /> N Q <br /> O � <br /> C�l <br /> 101-201329 NO SCALE cit <br /> Nco I <br /> o� <br /> U � <br />