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Home My WebLink AboutS503- STEEL FLOOR FRAMING DETAILS AND SECTIONSi a N BENTPL1I4xTx — (EOS DIM -1") CONT EOS PER PLAN a rcF UZ � � #4 X T-0" @ 1'-6" OC DBA OR REBAR W ELDED TO BENT PLATE, TYP UNO EOS <= 1'-1" NOTES: 1. DBA / REBAR AS INDICATED IS REQUIRED EXCEPT WHERE SPECIFlCALLV NOTED "NO DBA". 2 FOR E�GE OF SLAB DISTANCES EXCEE�ING LIMITS SHOWN, CONTACT STRUCTURAL ENGMEER FOR REVIEW AND DO NOT FABRICATE W ITHOUT PRIOR REVIEW AND APPROVAL. 3. AT CONTRACTOR'S OPTION: CONNECT THREADED DBA OR THREADED REBAR TO BENT PL W/ INTERNALLV THREAOED WELDABLE COUPLER. EOS PER PLAN *Q X T-0" @ 1'-6" OC OBA OR BENT PLi/4 x T x REBAR W ELDED TO BENT (EOS DIM - 1") CONT � PLATE, TVP UNO 6" CLR W HERE WALL � SVSTEM TERMINATES AT UN�ERSIDEOFSLAB � 1" CLR W HERE WALL SYSTEM BYPASSES SLAB EDGE TVP L3x3x1/4BRACE 3/16 3MIN @ 4'-0" OC MAX L3x3xi14 KICKER @ 4'-0" OC MAX EOS > 7'-1" UP TO 2'-6" (DECK SPAN PERPENDICULAR) BENTPLi/4xTxTCONT Eos REBARWELDED�OBENOR PE� PLATE,TVP UNO NOT PERMITTED WHERE � WALL SYSTEM TERMINATES AT UNDERSIOE OF SLAB 1"CLR WHERE WALL SYSTEM BVPASSES SLAB EDGE L3x3x1/4 OUTRIGGER AND BRACE @ 4'-0" OC MAX, TYP #4 CONT FORMEDEDGE EOS > 1'-1" UP TO 2'-6" (DECK SPAN PERPENDICULAR) (ALTERNATEI PERIMETER EDGE OF SLAB SUPPORT N.T.S. BENTPL1I6xTx PLAN DIM -1" CON� 46 PLAN F � L6x6zi14 WI � PLAN 1/4"CAPPL�` EACH END \ 4 SIDES� _ � H558xBx1/4LLV� L9x8x112 J GALVANIZED WP TVP 31i6 2 MIN EOS HEA�EDSTUDSWHEREINOICATEO PER PLAN i p6 X 4'-0" @ 1'-6" OC DBA OR REBAR W ELDED TO BENT PLATE, TVP UNO .� I SLAB PER PLAN L3x3xi14 STABILIZER AT � U � EACH VERTTUBE W/ PL3/Bx5x5 AT EACH EN�; 3/i6 FILLETS - i� FITTED SHEAR TAB PER HS58x6x114 LL � I �i � CONNECTION ENGMEER. i � DESIGNFORSKAXIALLOAD � ACTING SIMULTANEOUSLV � '� � � W ITH SHEAR REACTION _� SHOWN ON PLAN / � BEAM PER PLAN, TVP LSxBx V2 A572 GR 50 FITTED EXTENDED SHEAR GALVANIZED ' Q1 PL3I8 W/(4)1" DIAA3255G BOLTS Z (VERTICAL LONG SLOTTED HOLES); 5/16" FILLETS A5]2 GR 50 SHEAR PL3I8 W/ (6) 1" DIA A325SC BOLTS (2 1/2" HORIZ SLOTSg SliB RLLETS L3x3xi14 W/ PL3/8x5x5 AT EACH END; 3/16 FlLLETS SECTION BRICK VENEER SUPPORT AT BEAM N T.S. L3x3x114 KICKER @ 4'-0" OC MAX � 4Z 1A PER PLAN �TVP 3 MIN BENTPLi/4xTx — (EOS DIM - 1") CONT 6" CLR WHERE WALL — SVSTEM TERMINATES AT UNDERSIOE OF SLAB 1"CLR WHERE WALL SVSTEM BVPASSES SLAB EOGE BENTPLI/4xTxTCONT� NOT PERMITTED WHERE WALLSVSTEMTERMINATES AT UNDERSI�E OF SLAB 1"CLR WHERE WALL � SYSTEM BVPASSES SLAB EDGE L3x3x1/40UTRIGGERAND - BRACE @ 4'-0" OC MAX, TVP TVP�3/18 2MIN � i� � � � � SLAB TVPE & DECK ORIENTATION PER PLAN W HERE DECK F W TES ARE PARALLEL WBEAM, PROVIDE GIRDER FILLERAS REQD 3/8" FULL DEPTH STIFFENER PL 1 3/4 �� WLUMN BEVOND � PER PLAN BALANCE INFORMATION WITH 3/5503 2 5 PLAN BRICK VENEER SUPPORT AT KICKER NTS. #4 x 4'-0" @ 2'-0" OC MAX AT MI�-0EPTH OF SLAB THICKNESS ABOVE DECK RUTES (NOTE 2) #4CONT FORMEDEDGE aa:aa�ae � �#4@12"OC� 3'-0" � � TI Y '�--- _ PER PLAN risr� h PER PLAN L4x4x318 CONT � BEAM PER PLAN 1/4 3-12 BEAM PER PLAN 1/4 3-12 NOTE: SEE ARCH DRAWINGS FOR PERIMETER WALL SYSTEM. SECTION RELEA5E0 FOR CONSTRIICTI�N Su6jec� �o compliance with all regula�ions of S�a�e antl Local Codes City of Carmel '�v�:��\i 1�.rvalMa=� . DATE: O$�Z4�ZO PER PLAN J1 i� O O O � 3._a. aa @ i r oc� ` 3'-0" BEAM PER PLAN, TVP BEAM PER PLAN, TYP J NOTE: SEE ARCH DRAW INGS FOR PERIMETER WALL SVSTEM. SECTION CJ RECOMMENDE�CONSTRUCTION JOINT LOCATION = 4'-0" EQ EQ i � FACADE PER ARCH � BENTPL1I4xTx II�EOS EOS DIM - 1" CONT PER ( ) � PLAN il4 3-12 1l4 342 I ROOF DECK PER PLAN L3x3x318 CONT— SECTION if4 X 2'-0" @ 1'-6" OC DBA OR REBAR WEL�ED TO BENT PLATE, TYP UNO � � SLAB PER PL4N BEAM PER PLAN, TVP NOTE: SEE PLAN FOR DECK ORIENTATION rvis SEE PLAN FOR STUD QUANTITV � PL114 STIFFENER @ 2'-0" OC (STAG) il4 3-12 STAG 1l4 3-12 - SLAB ON METAL DECK PER PLAN PROVIDE GIRDER FILLER AS REQUIRED SPACER PER PLAN (CIIT STEM TO SLOPE SPACER WHERE INDICATED ON PLAN) 1/4 3 SIDES, TYP BEAM PER PLAN, TVP NOTE: DECK SPAN TURNED 90 DEG AT SIM W GIRDER W/ WT SPACER NIO �� RECOMMENDEDCONSTRUCTION #4 x 4'-0" @ 2'-0" OC MAX AT MID- JOINT LOCATION: DEPTH OF SLAB THICKNESS MIDSPAN BETW EEN BEAMS ABOVE DECK FWTES (NOTE 2) i EQ EQ i ADJACENT TO A DECK BUTT JOINT BEAM(SECONOARV J GIRDER FRAMING),TVP GIRDER(PRIMARV (PRIMARY BEAM SPAN FRAMING) FRAMING) JOINTS PARALLEL TO GIRDER FRAMING JOINTS PARALLEL TO BEAM FRAMING NOTES: 1. DETAILS SHOWN ARE GENERAL RECOMMENDATIONS ONLV. SELECTION OF FINAL JOMT LOCATIONS ARE THE RESPONSIBILITV OF THE CONTRACTOR, INCLUDMG DETERMINATION OF CONSTRUCTION MEANS, METHODS, PROCEDURES AND SEQUENCES TO ENSURE SAFETV OF THE STRUCTURES AND RELATE� COMPONENTS �URING CONSTRUCTION. 2 INDICATEO REBAR MAY BE OMITTEO WHERE THE SLAB ON METAL OECK IS REINFORCEO WITH CONTINUOUS MAT OF REINFORCEMENT EQUIVALENT TO OR GREATER THAN #4 @ 2'-0" OC EACH WAV. USE CHAIRS TO PROPERLV POSITION ALL REMFORCEMENT. SLAB ON METAL DECK CONSTRUCTION JOINTS WITH COMPOSITE STEEL FRAMING EOS PERPLAN �X2'-0"@1'-6"OCOBAOR REBAR WELDED TO BENT PLATE,TYP UNO � � �� L4x4xi/4 x 1'3" AT KICKER 2 MIN LOCATIONS. ANCHOR TO L3x3xi16 BRACE SLAB W ITH (2) il2" DIA @ 4'-0" OC MAX EXPANSION ANCHORS L3x3xll4 KICKER CENTERED ON DECK @ 4'-0" OC MAX FLUTE, 3" EMBE�MENT, EOS > T-i�� UP TO Y�-G�� TYP� MCREASE ANGLE LENGTHASNECESSARV (DECK SPAN PARALLELI Foa SKeweo coNoiiioNs. EOS 7W X 2'-0" @ 1'-6" OC DBA OR REBAR WELDED TO BENT PER PLAN PLATE,TYP UNO � � � / �1 \ 2MIN L4x4x1/4x1'3"ATKICKER LOCATIONS. ANCHOR TO SLAB W ITH (2) 1/2" DIA EXPANSION ANCHORS CENTERED ON DECK FWTE, T�P 3"EMBEDMENT,TVP. 3/16 2 MIN INCREASE ANGLE LENGTH ASNECESSARVFOR EOS > T-i�� UP TO Y�-G�� SKEWED CONDITIONS. (DECK SPAN PARALLELI �3x3xv4 KicKeR (ALTERNATEI @ a'-o• oc M.vc BEAM(SECONDARV FRAMING)TVP CCORNERSTONE ■� � � �M�R CR\ ■ STRUCTUREPOINT nc � CARMEL MEDICAL ARTS PAVILION 12174 N. Meridian Street Carmel, Indiana 46032 �(/ +�t- m: No. q�11200647 9� STFTE Of / �OS/�� CERTIFIED BY ISSUANCE INDEX DATE: �$.22.2�2� PROJECT PHASE: CONSTRUCTION DOCUMENTS S503 Project Number 2019.00780 STEEL FLOOR FRAMING DETAILS AND SECTIONS