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Home My WebLink About18 S206 Structural Barjoist Reinforcement Plan Existing BuildingDE=AL '1' Dl '1' DETAIL '1' DETAIL '1' 38'-3 7 � lle PLATE BARJOIST \A/ VISIT JOB SITE TO VERIFY EMMIST WEB SPACING. DETAILS ARE FOR REFERENCE ONLY. REINFORCEMENT FULL LENGTH OF BARJOIST "T— 1/4' PLATE BARJOIST B1 VISR JOB SITE TO VERIFY BARJOIST WEB SPACING. DETAILS ARE FOR REFERENCE ONLY. BARJOIST \04 NSR JOB SITE TO VERIFY BARJOIST WEB SPACING. DECALS ARE FOR REFERENCE ONLY. DETAIL '1' DETAIL '1' BARJOIST G VISIT JOB SITE TO VERIFY BARJOIST WEB SPACING. DETAILS ARE FOR REFERENCE ONLY. DETAIL '1' DETNL '1' BARJOIST TO BE REINFORCED FULL LENGTH OF BARJOIST 24LHO5 32LHO7 CA III J 24LHO5 32LHO7 2411-05 - - 713,2 - - - 15' FIRM it N II w'I II 2411-05 3 REINFORCE BARJOIST SHOE ON ALL II J' z I RENFORCED BARJOIST. LOCATION _ 241-1-05 INDICATE BY O—ACH - - - - - -- I it If r----- 32' -F�FT7 I_ _ _ - - _ - I— - I I I I �I :I pl 3 I— I I I I I I I I I xl I I I I I I I I I w1 -------1---1---J----L.IF - - - - I 24LHO5 REINFORCE BARJOIST SHOE ON ALL I REINFORCED BARJOIST. LOCATION I INDICATE BY O I 2411-05 - - - - _ _ r_____________________—_______J 2411-05So _ _ — 01Y' _ 11— I X1 II , , 2411-05 14— I II , I II I 24LHO5 _ _ —1 33 fdF 2ILH05X24Ub52611-06 I Ld =1 I 261-1-06 24LHO5 1 n - -2.________ CONTINL'^"` WELD CLOUD INDICATES THAT BARJOIST REINFORCEMENT HAS BEEN CHANGED FROM ORIGINAL DRAWINGS. ANGLE IRON SUPPORTS TO START 3/4" ABOVE THE BOTTOM OF THE BAR JOIST 1/4" PLATE 1/4• PLATE STIFFENER STIFFENER CONTINUOUS 4J YIELD DETAIL 1t (EACH END OF BARJOIST SHOE ADD 3/4" ROD fl - FILLET WELD 3/8"x3" WELD 012"O.C. EXISTING BAR JOIST 1 1/2"x1 1/2"x1/4" ANGLE IRON SUPPORTS WELDED TO WEB MEMBER. WELD TO TOP AND BOTTOM CORD. ADD 1/4" PLATE TO BOTTOM CORD. FILLET WELD 1/4"x3" WELD 012"0.C. PLATE TO BE WIDTH OF BOTTOM ANGLES + 3/4" BAR JOIST SUPPORT DETAIL • BARJOISTS TO BE REINFORCED **XA D FI VERSATILE �T COlV STRUCTIOlV CONSTRUCTION GROITP LLC. New East 10 Now ftit Trd, Indiana Suite Ph: 317.535.3579 Fax: 317.535.3581 email: infoOverwtile-Ila.aom I I I EXIST. W14x22 I I World Wide Motors 3900 East 96th Street Indianapolis, Indianapolis Indiana l • . RELEASED FOR CONSTRUCTION TNBgp !Clll -''GNa Subject to compliance with all regulations Local �S�Dty of Carried l �Ntt�\W wWL \ Job El 2BY L7`7 Drawn keet Checked, BY ab Scale: 1/8"=1'-0" Steel Barjoist Reinforcement Plan - Existing Building li L g 1J lU g CAD FILE: G:\1)021\sY06 structural steel reinforcement planExg CERTIFIED BY: — I I I I — T — — — — I 42'-2" a — 01 I I I I II , AIL-----------` L� I 24LF105 _ 1 3211-07 L ----=---=---Z— I I I I I Imo_ I .. 131 I I I I I I I I BARJOIST TO BE I REINFORCED FULL 61 24U5 m 1 H27' LDIGTH OF BARJOIST i i xl1 BARJOIST TO BE REINFORCED FULL LENGTH OF BARJOIST 24LHO5 32LHO7 CA III J 24LHO5 32LHO7 2411-05 - - 713,2 - - - 15' FIRM it N II w'I II 2411-05 3 REINFORCE BARJOIST SHOE ON ALL II J' z I RENFORCED BARJOIST. LOCATION _ 241-1-05 INDICATE BY O—ACH - - - - - -- I it If r----- 32' -F�FT7 I_ _ _ - - _ - I— - I I I I �I :I pl 3 I— I I I I I I I I I xl I I I I I I I I I w1 -------1---1---J----L.IF - - - - I 24LHO5 REINFORCE BARJOIST SHOE ON ALL I REINFORCED BARJOIST. LOCATION I INDICATE BY O I 2411-05 - - - - _ _ r_____________________—_______J 2411-05So _ _ — 01Y' _ 11— I X1 II , , 2411-05 14— I II , I II I 24LHO5 _ _ —1 33 fdF 2ILH05X24Ub52611-06 I Ld =1 I 261-1-06 24LHO5 1 n - -2.________ CONTINL'^"` WELD CLOUD INDICATES THAT BARJOIST REINFORCEMENT HAS BEEN CHANGED FROM ORIGINAL DRAWINGS. ANGLE IRON SUPPORTS TO START 3/4" ABOVE THE BOTTOM OF THE BAR JOIST 1/4" PLATE 1/4• PLATE STIFFENER STIFFENER CONTINUOUS 4J YIELD DETAIL 1t (EACH END OF BARJOIST SHOE ADD 3/4" ROD fl - FILLET WELD 3/8"x3" WELD 012"O.C. EXISTING BAR JOIST 1 1/2"x1 1/2"x1/4" ANGLE IRON SUPPORTS WELDED TO WEB MEMBER. WELD TO TOP AND BOTTOM CORD. ADD 1/4" PLATE TO BOTTOM CORD. FILLET WELD 1/4"x3" WELD 012"0.C. PLATE TO BE WIDTH OF BOTTOM ANGLES + 3/4" BAR JOIST SUPPORT DETAIL • BARJOISTS TO BE REINFORCED **XA D I I I L _ I VERSATILE �T COlV STRUCTIOlV CONSTRUCTION GROITP LLC. New East 10 Now ftit Trd, Indiana Suite Ph: 317.535.3579 Fax: 317.535.3581 email: infoOverwtile-Ila.aom I I I °IIIIIDI"" �\```��S A j F� : N0. �J]QO30Jj�G STATEOF 01, R�� ,,,'�� III\\beo`` / /� A• r✓ 'S• I I World Wide Motors 3900 East 96th Street Indianapolis, Indianapolis Indiana I I l • . RELEASED FOR CONSTRUCTION TNBgp !Clll -''GNa Subject to compliance with all regulations Local �S�Dty of Carried l �Ntt�\W wWL \ Job El 2BY Dote Stomped 04,26.18 Drawn keet Checked, BY ab Scale: 1/8"=1'-0" Steel Barjoist Reinforcement Plan - Existing Building li L g 1J lU g CAD FILE: G:\1)021\sY06 structural steel reinforcement planExg CERTIFIED BY: I I I I I I I I I I I I 'I I I I I I I r� I I I I I I Imo_ I .. I I I I I I I BARJOIST TO BE REINFORCED FULL LENGTH OF BARJOIST 24LHO5 32LHO7 CA III J 24LHO5 32LHO7 2411-05 - - 713,2 - - - 15' FIRM it N II w'I II 2411-05 3 REINFORCE BARJOIST SHOE ON ALL II J' z I RENFORCED BARJOIST. LOCATION _ 241-1-05 INDICATE BY O—ACH - - - - - -- I it If r----- 32' -F�FT7 I_ _ _ - - _ - I— - I I I I �I :I pl 3 I— I I I I I I I I I xl I I I I I I I I I w1 -------1---1---J----L.IF - - - - I 24LHO5 REINFORCE BARJOIST SHOE ON ALL I REINFORCED BARJOIST. LOCATION I INDICATE BY O I 2411-05 - - - - _ _ r_____________________—_______J 2411-05So _ _ — 01Y' _ 11— I X1 II , , 2411-05 14— I II , I II I 24LHO5 _ _ —1 33 fdF 2ILH05X24Ub52611-06 I Ld =1 I 261-1-06 24LHO5 1 n - -2.________ CONTINL'^"` WELD CLOUD INDICATES THAT BARJOIST REINFORCEMENT HAS BEEN CHANGED FROM ORIGINAL DRAWINGS. ANGLE IRON SUPPORTS TO START 3/4" ABOVE THE BOTTOM OF THE BAR JOIST 1/4" PLATE 1/4• PLATE STIFFENER STIFFENER CONTINUOUS 4J YIELD DETAIL 1t (EACH END OF BARJOIST SHOE ADD 3/4" ROD fl - FILLET WELD 3/8"x3" WELD 012"O.C. EXISTING BAR JOIST 1 1/2"x1 1/2"x1/4" ANGLE IRON SUPPORTS WELDED TO WEB MEMBER. WELD TO TOP AND BOTTOM CORD. ADD 1/4" PLATE TO BOTTOM CORD. FILLET WELD 1/4"x3" WELD 012"0.C. PLATE TO BE WIDTH OF BOTTOM ANGLES + 3/4" BAR JOIST SUPPORT DETAIL • BARJOISTS TO BE REINFORCED **XA D 0 ' DATE: 09/10/18 ILIS N VERSATILE �T COlV STRUCTIOlV CONSTRUCTION GROITP LLC. New East 10 Now ftit Trd, Indiana Suite Ph: 317.535.3579 Fax: 317.535.3581 email: infoOverwtile-Ila.aom THIS DRAWING IS THE PROPERTY OF VERSATILE CONSTRUCTION GROUP' LLC. ANY PROHIBITALTERATIED WITHOUT N TO THIS TITHE PRIOR WR17ENING 15 Y CONSENT AND UNDER THE DIRECTION OF THE PROFESSIONAL LICENSOR WHOSE SEAL AFFIXED TO THIS DRAWING. °IIIIIDI"" �\```��S A j F� : N0. �J]QO30Jj�G STATEOF 01, R�� ,,,'�� III\\beo`` / /� A• r✓ 'S• KF( FI I IXISRAG(B) NEW(A) World Wide Motors 3900 East 96th Street Indianapolis, Indianapolis Indiana SHEETT E. /y /� ` ` ■ O� `F`J•G l • . RELEASED FOR CONSTRUCTION TNBgp !Clll -''GNa Subject to compliance with all regulations Local �S�Dty of Carried l �Ntt�\W wWL \ Job El 2BY Dote Stomped 04,26.18 Drawn keet Checked, BY ab Scale: 1/8"=1'-0" Steel Barjoist Reinforcement Plan - Existing Building li L g 1J lU g CAD FILE: G:\1)021\sY06 structural steel reinforcement planExg CERTIFIED BY: 0 ' DATE: 09/10/18