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Home My WebLink AboutS-401 - STEEL FRAMING SECTIONS AND DETAILSm STEELROOF�ECK, � SEE PLAN � TOS EL SEE PLAN STEELJOIST.. SEE PLAN L4X4X318 X 0'-E STIFFENER PL JOIST� PROVII BOLTS AS REpD BY JOIST MFR 5116" STIFFENER PL @ CENTERED ONJOIST BEARING 16 SECTION @ ROOF TRANSITION SCALE: 3l4"= 1'-0" NOTP. FORINFORMATIONNOT SHOWN,REFSIS301 HSS STEEL BEAM SEE PUN �TOSEL � SEE PLAN � 1 1/2 O O �I � O f � STD DOUBLE ANGLE SH TOS EL � SEE PLAN Typ� CONNECTIONTOBEAM Wr6X25 X BEAM �EPTH TYP SECTION AT HSS TO WF CONNECTION 1 9 S�A�E:3/4•-,•-0• L9%9%114 B0�SEE PLAN STEELJOIST SEE PLAN �� STEELBEAM SEE PLAN � L6X3112X5116 (LLh�, PRovioe ve�� m Puoo�e WELDS @ 6" OC ALONG TOP FLANGE OFANGLE SEE I STEEL ROOF �ECK, 'LAN�`�'�.., � SEE PLAN B0� EL SEE PLAN NP3SI�ES o y �� PL�IB"%5"%0'�5" 3ns o n w r - PROVI�EJOISTREINFAT � � ' GUSSETPIATELOCATION 114 r a ( PER18/5-011 � a STEEL COLUMN � STEEL JOIST, SEE PLAN SEE PLAN I P� 3ie°xs�xa�-s��. TOP 8 BOT. TVP �x ir�cx irzxva BRASECTION AT COLUMN TOP BRACING 1 5 S�A�E:,,2•-,•-0• NOTE. FOR INFORMATION NOT SHOWN.3I5-401 � 3'•.. ._3�. h TOS EL � F� - HORZ H55, SEE PLAN � SEE PLAN VERT HS$ SEE PLAN SPLICE HSS PER 10 / 5-011 PROVI�E GALV PAINT REPAIR TO UPPER COLUMN AS REQD. CONTRACTOR OPTION TO GALVANIZE ENTIRE COLUMN TOS EL TO ELIMINATE SPLICE SEE PLAN \ � � ,�m / TYP951�E5 3J—� /-- y�—�T88FLANGE SltB V - TOSEL SEE PLAN � O 0 STEEL COLUMN. SEE 112"�� p�qry � - 2 �� V2"SHEARTABW1314"0A3255C BOLTS. TORpUE TO PROOF LOA� TFPNSVERSESTIFFENER '� PLATE TOP 8 BOT EA TYP 3 SI�ES SI�ETOMATCHBEAM 318 FLANGE THICKNE55 ROOF LEVEL CONNECTION BEAM MINN m �EPTH OFBOLT T&BFLANGE ROWS 8 TO1Q' 2 12 T014" 3 18 T018" 4 SHA 2i' S rosE� 24 s SEEPLAN� 21 ] C. 30" 8 � C STEELCOLUMN. 2" � SEE PLAN ��21/2" `. V2"SHEARTABWII"0A3255C TRANSVERSESTIFFENER BOLTS.TORpUETOPR00FL0A�.. PLATETOPBBOTEASI�E TVPEABEAM TO MATCH BEAM FLANGE THICKNESS TYP3 SI�ES 318 RELEASED FOR CONSTRl1CTI0N � CONNECTION Su6jec� �o compliance with all regula�ions of Sla�e antl Local Codes CityofCarmel v1ENT CONNECTION �� `��¢m�' lamn�Mn?>� onrE: 11 /19/19 �TOSEL SEE PLAN ROOF DECK SEE PLAN (DIRECTION MAYVARY) 14 SECTION @ SCREENWALL POST SCALE: 1/2"= 1'-0" O Laxax318 x AS RE�D �BEAM WIDTH -(Sx BEAM WALL THICKNE55)� TOP ANGLE 3 SIDE$ TYP� I � 114 I/ A I n'P i tt� III I — WE8 STIFFENER TO MATCH BEAM THICKNESS. NP TOP AN� BOTfOM, EA SI�E —3i6" PLATE X COLUMN WIDTH a T'%LENGTHAS REp'D �I �� — — — — — HSSSTEELBEAM,SEEPLAN �I BOTANGLE.SIZEPERSCHE�ULE — II LENGTH TO MATCH BEAM WI�TH I TYP HSSOEPTH _ BOTfOMANGLESIZE , MINWELO I 8"ORLE55 L6%4%31B(LL� 114" . � � � ryp 10"�1T' L6%4%ll2(LL� 5116" 14"�16" V%4%5B(LL� 918" `STEELCOLUMN, � - - � SEEPLAN 13 TYP HSS MISC BEAM TO WF COLUMN SCALE'. 3/4•' = 1• 0•' NOTP. SEE PLAN O---SEE PLAN FOR MFORMATION NOT i F� i SHOWN,REF115�401 BRICK VENEER. SEE ARCH — LSX3112X5116 (LL� CONT (GAL� � � CBX82 @ 4'-0" OC (GALV) (MC8%21.4@3"ROOF�EC'� � STEELROOFDECK. 6�. SEE PLAN MIN TOS EL SEE PLAN STEELJOIST.SEEPLAN—�., II - STEELBEAM.. (STEEL BEAM @ SIM) �ll� SEE PLAN NOTP. JOIST MANUFACTURER SHALL DESIGN JOIST FOR ADD'L BEN�ING STRESSES RESULTING FROM THE REACTION OF THE CHANNEL AT ANV LOCATION ALONG THE TOP CHOR�. SEE PLAN FOR JOIST SIZE AN� BRICK LOA�ING. 1� TYP LOW ROOF BRICK SUPPORT SCALE: 3l4" = 1'-0" NOTP. PoR INPoRMATION NOT SHOWN,REFSIS-401 BRICKVENEER,SEEARCH - � LSX3112X5118 (LLV) CONT (GAL� � - C6X82 WNT (GALVJ (MCBN21,a @ 3" ROOF �ECK)—., STEELROOF �ECK. SEE PLAN �. � TOS EL � SEE PLAN O SEEARCH'L ,.-SEEPLAN � � NP 3116 412 y-� NP NS 8 FS sTEE� doisT. sEE PwN — (STEEL BEAM @ SIM) 11 TYP LOW ROOF BRICK SUPPORT scn�e a�a. = i.-o. NorE ALL EXPOSED STEEL csxes coNT— TO SILL EL SEEARCH 3116 ✓ 3C�' STD PIPE -'�� 4'-0" OC 5116" STIFFENER PL @ EACH PIPE 8 TYP BRICK HANGER DETAIL SCALE: 3l4" = 1'-0" NOTP. FOR INFORMATION NOT SHOWN 4/5-401 STEELROOFDECK.. SEE PLAN O NOTP. C6X82 CONT— FOR INFORMATION NOT SHOWN. 3 / 5401 � TOSILLEL �� SEEARC� STEEL ROOF �ECK.. 3(tA SEE PLAN 3"STDPIPE _ _ _ _ _/_ _ TOSEL A @ 4'-0" OC SEE PLAN � 5116" STIFFENER PL @EACHPIPE - STEELBEAM.. SEE PLAN STEELBEAM.. SEE PLAN 7 TYP BRICK HANGER DETAIL scn�e a�a. = i.-o. TOBEGALVANIZED � 3° g�. h TOSEL �� . I HORZ HSS. SEE PLAN � SEEPLAN h TOS EL I � SEEPLAN REF 6/ 5011 FOR HSS BEARING � T0�I SEE PLAN vERr nss. sEE aaN i.. _-___._. 3I8" PL �i 3/8" CAP PL � ' 1 ____ - - REF4IS-011 - FOR HSS CONNECTION a --- 5"0 XS PIPE ��-�I'��-... ROOF �ECK. SEE PLAN ��. �i . . (�IRWTIONMAVVARVJ —�� DELEGATEDEXTENDED SHEAR TAB CONNECTION ��'��—WF BEAM. SEE PLAN 1 O SECTION @ SCREENWALL POST SCALE: 1/2" = 1'-0" LSX3Xil4 LLH, CONT THRU PLATE CONNTYP HSSBEAM, SEE PLAN 9 TYPICAL THROUGH PLATE AT BEAM SCALE'. 1•' = 1•-0•' ' STEELJOIST,SEEPLAN STEELBEAM.� � � BOTCHOR�EXTENSION SEE PLAN (BOTH BOT ANGLES) � DONOTWELD 5 TYP ROOF EDGE DETAIL SCALE'. 3/4•' = 1•-0•' 4 TYP BRICK HANGER DETAIL SCALE: 3l4" = 1'-0" SEE PLAN--.. NOTE�. C6%82CONT— � FORINFORMATIONNOT �....., 1 SHOWN 1/5-401 �TOPOFPARAPET 3116 SEE ARCH 311fi ryp STEEL ROOF �ECK.. 3lifi 4-02 SEE PLAN C6%82@48"OC� � — — — — — !�— — TOSEL � 5116"STIFFENER PL 0 SEE PLAN WI (2) -314"0 BOLTS � @ EACH CHANNEL — ` 5116"%4"%0'�4" GUSSET � .� � @ EACH KICKER STEELBEAM, � L�� SEE PLAN �'"� ' �'T� � �`—STEELJOIST,SEEPLAN �� BRACING FORCE = L.000 3I16 LB V ......'.. L21Yh21/2et16 KICKER @ EACH � BRICKBEARINGEL ,� CHANNEL SEE ARCH � SIDES. BOTH - 3itfi EN�$NP LBXBXIHB(LLH)CONT(GALV) �` M LINTEL IS DISCONTINUOUS ATCONTROLJOINTS 3 TYP BRICK HANGER DETAIL SCALE 3/4•' = 1• 0•' =6 � � SEE PLAN . SEE PLAN i ' 1 . p. I �i ryp --STEELROOFDECK. 3116 342 SEE PLAN — — — — — �— — TOS EL 0 SEE PLAN 114"X2"MCONTBHJTPLATE � (AT THE CONTRACTOR'S OPTION.ANANGLEMAYBE I �'��. �OISTBRIDGING."X" USE� IN LIEU OF THE BENT BRACE EN� BAYS PLATE PROVI�E� IT MEETS TYPICAL THE ABOVE MIN DIMENSIONS) STEELBEAM.SEEPLAN- - ' STEELJOIST,SEEPIAN OPTION 'C' 6.<x<r_o. O SEE PLAN � SEE PLAN TW - L2%2%114@36"OC —STEELROOF�ECK, 3116 MAX SEE PLAN L3X3X114CONT -- �� ------�1— TOSEL� SEE PIAN 112" b -�� JOISTBRIDGING,"%" NP NS 8 FS BRACE EN� BAYS 3HA TVPICAL '� STEELJOIST,SEEPLAN STEEL BEAM. SEE PLAN— OPTION 'B' 1'-0'X53'-0' O SEEPLAN �1 NP � } 3116 SEE PLAN I r L2X2X114@36"OCMAX � STEELROOF�ECK.. L3X3Xi14 CONT � � SEE PLAN TOS EL I SEE PLAN 112'_ II # �- JOISTBRI�GING."%" TVP NS 8 FS BRACE END BAVS 0n6 TW ICAL 114" GUSSET PLATE � STEEL JOIST, SEE PLAN STEELBEAM,SEEPLAN� - �116 TVR.BOTHEN�S OPTION 'A' 1 TYP ROOF EDGE DETAIL SCALE'. 3/4•' = 1• 0•' 2218 BRVAN STREET. SUITE 200 on��ns. Tx is2a� www.perklruwilLcom CONSULTANTS QVIL AMERICANSTRUCTUREPOINTINC. ]2fi0SHA�ELAN� STATION IN�IANAPOLIS,IN 66256 STRUCTURAL STANTEC 6080TENNYSON PARKWAY,SUITE200 PLANQJX ]50246003 MEP $W ASSOCIATE$ 1I00 PACIRC AVE SUITE 2100 �ALLAS.TX ]5201 LANOSCAPING AMERICANSTRUCTUREPOINTINC. ]260SHADELAN� STATION IN�IANAPOLIS. IN 4fi25fi FOOD SERVIGE BOSMA DESIGN SOLUTIONS. INC. ssai �oNc PRniRiE Ro. suirE iai-isi F�owea mouNo, rx �soss CONTRACTOR MEYER NAJEM `�...oP�W w. M�",. c ?: G�STEq••.,O . ; P. Q,i Fa :,'F �; = ; PEf19pW5Y ; � �,q�'•, STAiEOf jQ � �'s,�.e`:�NGI�N.' 14,�. `. �i�FSS�ONA�EN�' �. '/��qu��luu�N`�` �G 4/. �. /5 AYG Zpl7 0 712 512 01 9 PROJECT FACILITY: o INDIANAPOLIS � REHABILITATION ao HOSPITAL � PENNSYLVANIASTAND � CITYCENTERDR F CARMEL, INDIANA46033 U � � DEVELOPER: f N � WB DEVELOPMENT � PARTNERS � 4441 WAIRPORT � FREEWAY, SUITE 330 N IRVING, TX 75062 — KEYPLAN ISSUE CHART MARK ISSUE �ATE JOBNUMBER 2221.10�.86 ORAWN AM CHECKEO RZ APPROVEO AM TITLE STEEL FRAMING SECTIONS AND DETAILS SHEETNUMBER S-401 O SEE PLAN f � HSS STEEL COLUMN � O SEE PLAN SHOP OR FIELD W ELD �axa�ie x �nss wiorn .r� a�� MIN WI5116" STIFFENER PL CENTERE� ON JOIST � PROVI�E . i ERECTION BOLTSAS REpD BY JOISTMFR � -� STEEWOIST� �'"�� - SEE PLAN � � �ONOTWEL� '. 6�. PL318"NB`(V)xASREQD(H)WI � � I 13116" �IA HOLE COOR� REQMTS WI JOIST SUPPLIER 6 TYP JOIST TO COLUMN DETAIL SCALE: 3/4" = 1'-0" OL5%3%114 LLH, CONT SEEPLAN �..... ; 311fi r /—�( TYP WVL � ATKSEPoESJOIST�. W=Ve,L=t ATLH&DLHSERIESJOIST'. W=1(6,L=2 .� STEEL ROOF DECK, SEE PIAN �TOS EL � SEE PLAN 2" NP --� 3/8" PL TOS EL � SEE PLAN SEE PLAN--. O } ' 1 h TOPOFPARAPET I 4 SEEARCH Q � O NOTP. FORINFORMATIONNOT SHOWN.3/5-401 STEEL ROOF �ECK.. SEE PLAN L4%4%114 BETINEEN JOISTS WI PLSI16X4 X 04 GUSSET @ EACH KICKER �TOSEL� SEE PLAN /, � � O � ��—STEELJOIST.SEE PLAN ;' �� eRACINGFORCE=1,000Le �� L2112%2 V2%114 KICKER @ EACH CHANNEL 3 SI�ES. BOTH 3116 EN�S, TYP A BRICK BEARING EL ! � � SEEARCH �y SEE PLAN L8%6%]I16 (LLH) CONT � � (GALV),LINTELIS �ISCONTINUOUS AT CONTROLJOINTS SEE PLAN SHOP OR FlELD WELD STEEL ROOF �ECK SEE PLAN B0� EL — SEE PLAN SEE PLAN^