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HomeMy WebLinkAboutS405 - SECTIONS & DETAILSRELEA5E0 FOR CONSTRUCTION Suhjec� �o compliance with all regula�ions 04 S�a�e antl Local Codes City of Carmel `� � . ,�:;salo/s�_ DATE: 08�Z � �2O doisT SECTION 8" KO CMU BOND — BEAM w/ (2) #6 CONT ryP 1/8 2 L3x3x1/4WNTwIVT'x3" — SLEEVE ANCHORS @ 32" OC (WEL� TO JOIST) DECK � BEARING PLATE (BP2) � VENEER-SEEARCH INFILL w/ BLOCK � AROUNDJOISTS JOISTBR SEE PLA � 8"KOCMUBON� BEAM wl (2) p5 GONT L � e"LIMELwI(2)#5 CONT GLAZING - SEE ARCH 8" KO CMU BOND BEAM w/ (2) p5 GONT CMU WALL (M1A� SCALE: 3l4" = 1'-0" 8"KOCMUBOND — BEAM wl (2) p5 CONT ryP 118 2 L3x3x1/4WNTwl1l2"x3" — SLEEVE ANCHORS @ 32" OC (WEID TO JOIST) OECK � I�— STEEL BEAM w/ 112'x4" HS @ P-0" OC ON TOP � DOOR�SEEARCH CMU WALL (MWJ INFILL w/ BLOCK AROUNDJOISTS � � INVERTE�B"CMU BON� BEAM wl (2) p5 CONT � VENEER-SEEARCH 2-12 2-12 � HSS6x2�114w/3/0"x11"PLATE. LINTEL TO BEAR 4" INTO WALLS BEVON� 8"LINTELw1�21�5 — SECTION SCALE: 3l4" = 1'-0" SECTION AT ROOF 8" BOND BEAM wl (2) #5 CONT AT TIWALL 8" BON� BEAM wl (2) k5 CONT AT EN� WALL GROUTADDITONAL COUSE ABOVE SOLID _ _ _ Roo! Wrk Jois�B� ��p _B SCALE: 3/4" = 1'-0" ,McCOMAS/ O'DONNELL& NACCARATO — STR��T�RA� EN�INEERS 0'OONNELL 8 NACCARATO, INC. 1]1] EAST 1161h STREET I SUITE 200 I CARMEL, IN G6032 (31])580-0402I WWW.O-N.com I ProjectNo.]080.0004.00 TNVALL� 8"KOCMUBON� SEEARCH BEAM w/ (2J #5 CONT TYP 1/8 2 L3x3x114 CONT wl 112"x3' �� SLEEVEANCHORS@32'OC \ �WELDTOJOIST) �� DECK \� \i BEARING PLATE (BP2) JOIST — �0 NOT MAKE �OCT � PENETRATIONS WITHIN 12" OF JOIST SEATS SECTION SCALE: 3/4" = 1'-0" EXVENEER — p10 SDS @ fi" TO TRACK DECK CFSTRACK I CFS WALL I SECTION SCALE: 3l4" = 1'-0" 0" KO CMU BOND BEAM wl (2) p5 GONT MFlLL w/ BLOCK AROUND JOISTS o'"__...... o � GROUT�2�COURSES r � SOLI� BELOW JOIST o BEARING � � VENEER�SEEARCH CMU WALL (MW) � y � EXISTINGCMUWALL � � VARIES� SEE ARCH �ExisriNc STORCTURE L4a3z1/4 LLH GONT w/ 112"ID x 2" HILTI SLEEVE ANCHORS @ 48" OC -- EXISTINGCMUwALL �ECK EXVENEER ON CMU WALL (MIA� SECTION V� SEE ARCH SCALE: 3l4" = 1'-0" EX VENEER ON CMU WALL(MW) DECK JOIST __� MC6x12' 1/2"0 x 2" HILTISLEEVE ANCHORS @ 48" OC v�e 3118 PL 3/Bx2"x6" � 1'-0" AT � JOWL SLOT BRICK TO aECEivE a�nTEs. aRowoE PL 3/0"xA"x6" AT ENDS WI CHANNELBEARING4"WTO SECTIOI�XBRICK. VARIES SEEARCH� SCALE 3/4" = 1'-0" r�"� 5�� PEDCOR DESIGN GROUP LLC Architecture / Project Management 355 City Center Drive Carmel Indiana 46032 3177057979 (phone) 3177057980 (fax) Engineer: ��NE`� Mc� Q-,PE s.E o��w �: No. = - a 860325 � _ s.A,E oF u, ; � o �. , �o � aw:����� s s,�AL umc"� ��,����� BY: � � � ❑ � � � KEY PLAN � Bldg 1 Naa.� Developer. P E D C O R �r� �entez DEVELOPMENT CO. Prqect: _ I � O O W � � � W M ♦^ U � V♦ � z W U a� � J @ W U U � _ a J " � � � cui.nioH. s owNeaswie or oocuMex*e CONSTRUCTION DOCUMENTS Set Issue Date Sheet Issue Date osnarzozo aananazo Drawn By: Checked By: KLS JRH Last Revision Date: No. Da�e oescription 0 Project Number. M/0&N 7080.0004.00 Sheet Title: SECTIONS & DETAILS Sheet Numbec ����� ) �