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Home My WebLink AboutB-14Ti u i F- > a m r + u N r N C Q? Q Co a ui r N r o C 1 2 3 4 t K a( .t (o t U L F- ?L J CONNECTION L'S WORK POINT 2L 4x4x3/8- oJt z a 0- ✓ u ✓,� o ea,- "CC" BOLTS IN PAIRS @ 3" 1 + + +1 i + Rd N X ` � X 1N, X x ,x A Q PL THICKNESS "T" 2L'S OR WT S/16 TYP 1 2.. 3/4" (TYP) ti �yQ V� O V 16 CONNECTION L'S WORK POINT —\ 2" RADIUS - 2L 4x4x3/8- z: .- z C)- ms ✓ a J_ Uzi �4 .A "CC" BOLTS IN PAIRS @ 3" +112" (TYP) Co u cc I w j ♦ ♦ + ♦ + x` PL THICKNESS "T" �N.` x `` 2L'S OR WT I- L 4 TYP OJ/ V 1 I A vtti�� 1 plc MARK N0. N A 15'sA <30' 30'sps60' 60' <ps75' T C CC T C I CC T C CC HA4 4 S/8 4 4 3/8 4_ 4 5/8 4 4 HAG 6 HB6 6 4 3/8 4 6 6 4 6 HAS 8 HB8 8 4 3/8 _6 6 6 6 4 8 HA10 10 HB10 10 6 112 8 8 8 1 6 10 HAl2 12 HB12 12 6 1 /�2t 10 10 1 10 1 6 12 TYPE HA CONNECTION ARK MARK N � 15'x0 <30' 30 's&s60' 60' <AK75' T C CC T C CC T C CC HB4 4 S/8 4 4 3/8 4 4 S/8 _4 4 HB6 6 1 4 6 4 3/8 6 6 _ 16 4 6 HB8 8 8 4 112 6 6 8 S24 4 8 HB10 10 W21 10 6 112 8 8 W16 6 10 HB12 12 4x3x3/8 12 6 112 1 10 1 10 1 L 6 1 12 TYPE HB CONNECTION TYPICAL HORIZONTAL BRACING CONNECTIONS NO SCALE TOG EL SEE PLAN ,,-- GUSSET PLATE un `— 2L'S OR WT BRACE SECTION TOG EL SEE PLAN GUSSET SECTION 2 2L'S OR WT BRACING NET CROSS SECTION \�� x�. �'' OF PLATE AT THIS X x�`�\ X ;' LOCATION AT LEAST \ ��a %/ i' TO AREA OF x ' BRACE \` X X ^. x IN NOTE: PLATE THICKNESS AND NUMBER OF BOLTS SAME AS OPPOSITE END CONNECTION. INTERSECTING BRACES CONN GYM FOR DIM SEE WP FOR W21 BM ABOUT W L V OR SHALLOWER WP FOR W24 BM t OF BEAM t OF BEAM OR DEEPER -L OF COLUMN "L" MIN "L" MIN WP FOR W21 BM v OR SHALLOWER �r a z WP FOR W24 SM ` y' OR DEEPER S /18 TYP S/16 3/16 S MIN N��\ SI16 3/16 S MIN TYP /16 �\ \ 3/16 S MIN J 0 \ �� 3/16 S MIN \ �\ m \ STRUCTURAL TUBE STRUCTURAL TUBE SPLIT TO FIT GUSSET PL THK T \ �\ �� SPLIT TO FIT GUSSET PL THK "T" lA' ti �►; 2L 'S 4x4x3/8 D D MARK N0. 0 158s&s30' 30• <&s45' 45"<A:!9 02 60' <ps75' T LmIN A T I LmIN I A I T LM I A T I Lmiml A VAZ 3/8 1 6 I L-3/8 1 14 1 4 1 3/8 1 16 1 4 1 1/2 1 18 1 4 TYPE VA CONNECTION MARK N0. SHOP WELDED 15'sAs30' 30' <As45' 45,<A:960* 60' <bs75' T LMIN T LmIN T LmIN T LM VB2 SIZE 3/8 11 3/8 1 6 W36 TYPE VB CONNECTION TYPICAL VERTICAL BRACING CONNECTIONS NO SCALE WEB LEG OSL 16B.7.5W.6.6 8 SIZE OF ANGLES 6XGX1 /2 L� WELD SIZE ON WEB LEG -S/16" SIZE OF BOLTS 7/8" 0 NUMBER OF BOLTS IN OSL -16 (THREADS EXCLUDED FROM SHEAR PLANE) NONSTANDARD BEAM FRAMING CONNECTION +I I+ +1 1+ +1 1+ oho Z f- r. J � O m Cl) M (SEE PLANS FOR LOCATION) i/2" ~�g FOR BOLT SIZE -SEE SPECIFICATIONS WELD SIZE 1/16" LESS THAN WEB THICKNESS 5/16" MAX (TYP) OSL = OUT STANDING LEG STANDARD BEAM FRAMING CONNECTION NO SCALE GENERAL. NOTES 1. CONNECTIONS FOR BRACES SHALL BE AS INDICATED ON THIS DRAWING. REFERENCE THE CONNECTION NOMENCLATURE WHICH ACCOMPANY DETAILS. SEE COLUMN BASE PLATES. DRAWING B 15, FOR ADDITIONAL BRACE CONNECTION DETAILS. 2. FOR ALL BEAM CONNECTIONS, THE MAXIMUM ALLOWABLE CONNECTION ANGLE THICKNESS SHALL BE 7/8 ", UNLESS OTHERWISE DETAILED. 3. ALL BRACING, HANGER, OR POST CONNECTIONS SHALL BE DETAILED AND FABRICATED FOR THE FOLLOWING MINIMUM NUMBER OF BOLTS, UNLESS NOTED OR DESIGNATED OTHERWISE ON TH2_ DRAWINGS: A. SINGLE ANGLE MEMBER (TWO BOLTS) B. DOUBLE ANGLES (FOUR BOLTS IN SINGLE SHEAR OR TWO BOLTS IN DOUBLE SHEAR) C. STRUCTURAL TEE (FOUR BOLTS IN SINGLE SHEAR OR TWO BOLTS IN DOUBLE SHEAR) D. WIDE FLANGE SHAPES USED AS BRACING (FOUR BOLTS) 4. ALL DOUBLE ANGLES USED AS HORIZONTAL OR VERTICAL BRACING SHALL HAVE LONG LEGS DOWNSTANDING AND BACK TO BACK UNLESS OTHERWISE NOTED. HORIZONTAL ANGLE ASSEMBLIES SHALL BE FABRICATED WITH NO BACK TO BACK SEPARATION AND BE CONNECTED TO ONE ANOTHER IN ACCORDANCE WITH RISC SPECIFICATIONS. ALL DOUBLE ANGLES USED AS VERTICAL BRACING SHALL HAVE INTERMITTENT FILLERS OF THE SAME THICKNESS AS THE GUSSET PLATES AND SPACED IN ACCORDANCE WITH RISC SPECIFICATIONS. S. HOLES FOR ANCHOR BOLTS IN COLUMN BASE PLATES SHALL BE 3/16" LARGER IN DIAMETER THAN THE BOLT FOR I" AND SMALLER ANCHOR BOLTS. HOLES FOR ANCHOR BOLTS IN COLUMN BASE PLATES SHALL BE 5/16" LARGER IN DIAMETER THAN THE BOLT FOR ANCHOR BOLTS LARGER THAN 1 ". G. ALL BASE PLATES LARGER THAN 2' -0" IN THE LEAST DIMENSION SHALL HAVE A 2" DIAMETER GROUT HOLE LOCATED NEAR THE CENTER OF THE PLATE. 7. LISTED THICKNESS OF BASE PLATES IS NET FINISH THICKNESS AFTER MILLING. BASE PLATES MAY BE PRESSED FLAT AT FABRICATORS OPTION. 8. VERTICAL BRACING IS SHOWN ON PLANS THUS: --R EXTENDING UP FROM THE BEAM ---� -- EXTENDING DOWN FROM THE BEAM $ EXTENDING UP AND DOWN FROM THE BEAM 9. f -�T-�] INDICATES ANGLE WELDED ON THREE SIDES 10. ALL STRUCTURAL STEEL SHALL BE ASTM 836 UNLESS NOTED OTHERWISE. STRUCTURAL TUBE SHALL BE ASTM A500 GRADE B. 11. ALL FIELD CONNECTIONS SHALL BE MADE WITH ASTM A32S -F 3/4" BOLTS UNLESS NOTED OTHERWISE. 12. ALL COLUMN BEARING ENDS SHALL BE MILLED. 13. Ham— DENOTES MOMENT CONNECTION 14.— DENOTES BRACE ATTACHED TO BOTTOM OF BEAM (SHIM AS REOD) 15. AN ANCHOR BOLT SETTING PLAN SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER FOR REVIEW. ANCHOR BOLTS TO BE EMBEDDED IN CONCRETE SHALL BE ACCURATELY POSITIONED BY TEMPLATE AND SECURELY ANCHORED BEFORE CONCRETE IS PLACED. 16. ALL STRUCTURAL WELDING TO BE WITH E70XX. LEGEND REVISIONS PRELIMINARY � ,,��.� . H. ROB /N•.,,� CODE DATE BY DESCRIPTION APPR' ,% AS BUILT BY APPR'0 � f , A NOT FOR CONSTRUCTION NOERF 16655 BID z * INDIANA PROJECT N0. ?,o�SIaDENT , CONSTRUCTION N S P ��• Engineers — Architects PHYSICAL RECORD Kansas City, Missouri 14693 .310 AS BUILT CERTIF ED BY I RCC'T. N0. DRTE COMPLETED, INDIANAPOLIS WATER COMPANY. WHITE RIVER NORTH WTP PUMPING STATION AND RESERVOIR PUMPING STATION STRUCTURAL STEEL DETAILS DESIGNED BY DRAWN BY I CHECKED BY SHEET SHEET NUMBER RED SJS CMG 18 OF 58 B 14 A P PCR O( V E (�0 B ,Y >f DRAWING NUMBER CCG. DWG. N0: 14693- 310- 231 -CO19 SHOP WELDED - FIELD BOLTED BEAM SIZE NO OF BOLTS ANGLE SIZE (ALL WEIGHTS) IN OSL W36 20 2L'S 4x3x3/8 W33 18 2L'S 4x3x3/8 W30 _ 16 2L'S 4x3x3/8 W27 14 2L'S 4x3x3/8 W24 8 S24 12 2L'S 4x3x3/8 W21 8 S20 10 2L'S 4x3x3/8 W16 8 W18, S1S 8 S18 8 2L'S 4x3x3/8 C15, MC1B W12 8 W14, M12 $ M14, S12 6 2L'S 4x3x3/8 C12, MC12 MC13 we 8 W101 M8 8 M10. S8 8 S10 4 2L'S 4x3x3/8 C8, C9 8 CIO, MCB, MC9 8 MC10 W6, M6, S6 8 S7 2 2L'S 4x3x3/8 C6 a C7, MC6 L MC7 OSL = OUT STANDING LEG STANDARD BEAM FRAMING CONNECTION NO SCALE GENERAL. NOTES 1. CONNECTIONS FOR BRACES SHALL BE AS INDICATED ON THIS DRAWING. REFERENCE THE CONNECTION NOMENCLATURE WHICH ACCOMPANY DETAILS. SEE COLUMN BASE PLATES. DRAWING B 15, FOR ADDITIONAL BRACE CONNECTION DETAILS. 2. FOR ALL BEAM CONNECTIONS, THE MAXIMUM ALLOWABLE CONNECTION ANGLE THICKNESS SHALL BE 7/8 ", UNLESS OTHERWISE DETAILED. 3. ALL BRACING, HANGER, OR POST CONNECTIONS SHALL BE DETAILED AND FABRICATED FOR THE FOLLOWING MINIMUM NUMBER OF BOLTS, UNLESS NOTED OR DESIGNATED OTHERWISE ON TH2_ DRAWINGS: A. SINGLE ANGLE MEMBER (TWO BOLTS) B. DOUBLE ANGLES (FOUR BOLTS IN SINGLE SHEAR OR TWO BOLTS IN DOUBLE SHEAR) C. STRUCTURAL TEE (FOUR BOLTS IN SINGLE SHEAR OR TWO BOLTS IN DOUBLE SHEAR) D. WIDE FLANGE SHAPES USED AS BRACING (FOUR BOLTS) 4. ALL DOUBLE ANGLES USED AS HORIZONTAL OR VERTICAL BRACING SHALL HAVE LONG LEGS DOWNSTANDING AND BACK TO BACK UNLESS OTHERWISE NOTED. HORIZONTAL ANGLE ASSEMBLIES SHALL BE FABRICATED WITH NO BACK TO BACK SEPARATION AND BE CONNECTED TO ONE ANOTHER IN ACCORDANCE WITH RISC SPECIFICATIONS. ALL DOUBLE ANGLES USED AS VERTICAL BRACING SHALL HAVE INTERMITTENT FILLERS OF THE SAME THICKNESS AS THE GUSSET PLATES AND SPACED IN ACCORDANCE WITH RISC SPECIFICATIONS. S. HOLES FOR ANCHOR BOLTS IN COLUMN BASE PLATES SHALL BE 3/16" LARGER IN DIAMETER THAN THE BOLT FOR I" AND SMALLER ANCHOR BOLTS. HOLES FOR ANCHOR BOLTS IN COLUMN BASE PLATES SHALL BE 5/16" LARGER IN DIAMETER THAN THE BOLT FOR ANCHOR BOLTS LARGER THAN 1 ". G. ALL BASE PLATES LARGER THAN 2' -0" IN THE LEAST DIMENSION SHALL HAVE A 2" DIAMETER GROUT HOLE LOCATED NEAR THE CENTER OF THE PLATE. 7. LISTED THICKNESS OF BASE PLATES IS NET FINISH THICKNESS AFTER MILLING. BASE PLATES MAY BE PRESSED FLAT AT FABRICATORS OPTION. 8. VERTICAL BRACING IS SHOWN ON PLANS THUS: --R EXTENDING UP FROM THE BEAM ---� -- EXTENDING DOWN FROM THE BEAM $ EXTENDING UP AND DOWN FROM THE BEAM 9. f -�T-�] INDICATES ANGLE WELDED ON THREE SIDES 10. ALL STRUCTURAL STEEL SHALL BE ASTM 836 UNLESS NOTED OTHERWISE. STRUCTURAL TUBE SHALL BE ASTM A500 GRADE B. 11. ALL FIELD CONNECTIONS SHALL BE MADE WITH ASTM A32S -F 3/4" BOLTS UNLESS NOTED OTHERWISE. 12. ALL COLUMN BEARING ENDS SHALL BE MILLED. 13. Ham— DENOTES MOMENT CONNECTION 14.— DENOTES BRACE ATTACHED TO BOTTOM OF BEAM (SHIM AS REOD) 15. AN ANCHOR BOLT SETTING PLAN SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER FOR REVIEW. ANCHOR BOLTS TO BE EMBEDDED IN CONCRETE SHALL BE ACCURATELY POSITIONED BY TEMPLATE AND SECURELY ANCHORED BEFORE CONCRETE IS PLACED. 16. ALL STRUCTURAL WELDING TO BE WITH E70XX. LEGEND REVISIONS PRELIMINARY � ,,��.� . H. ROB /N•.,,� CODE DATE BY DESCRIPTION APPR' ,% AS BUILT BY APPR'0 � f , A NOT FOR CONSTRUCTION NOERF 16655 BID z * INDIANA PROJECT N0. ?,o�SIaDENT , CONSTRUCTION N S P ��• Engineers — Architects PHYSICAL RECORD Kansas City, Missouri 14693 .310 AS BUILT CERTIF ED BY I RCC'T. N0. DRTE COMPLETED, INDIANAPOLIS WATER COMPANY. WHITE RIVER NORTH WTP PUMPING STATION AND RESERVOIR PUMPING STATION STRUCTURAL STEEL DETAILS DESIGNED BY DRAWN BY I CHECKED BY SHEET SHEET NUMBER RED SJS CMG 18 OF 58 B 14 A P PCR O( V E (�0 B ,Y >f DRAWING NUMBER CCG. DWG. N0: 14693- 310- 231 -CO19