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Home My WebLink About42 A411 Wall SectionsSTRUCTURAL MEMBER SEE STRUCTURAL DRAWINGS FOR INFORMATION 5/8' TYPE X. FIRECODE DRYWALL 20ga. 3-5/8' METAL STUDS 016' O.C. WITH BUCK IRON LOCKING BARS OB' -0' O.C. WALL SECTION U2 SCALE: 1/2•— 1'-0' A200 A411 STRUCTURAL MEMBER SEE STRUCTURAL DRAWINGS FOR INFORMATION 12' SMOOTH FACE BLOCK — BOND BEAM GROUTED SOLD WITH (2)#4 HORIZONTAL REBAR 5/8' TYPE X. FIRECODE DRYWALL 20ga. 3-5/8' METAL STUDS 016' O.C. 4000 PSI CONCRETE SLAB WITH 4*4AL902.9 FABRIC OVER 1 1/2' 2299. C—DECK 3x]K1/4 A11GLE IRON 12' SMOOTH FACE BLOCK W/12' SINGLE WIDTH TRUSS WIRE HORIZ. REINFORCED. AT 16' C—C. M0.5 REINFORCED BARS AT 32- C—C. FILL CORES WITH 4.000pai GROUT OR CONCRETE. (REINF. BAR UP DISTANCE TO BE MIN. OF 20 TIMES THE BAR DETER) WALL SECTION T2 SCALE: 1/2•— 1'--0• azoo nal I 12' SMOOTH FACE BLOCK BOND BEAM GROLIIED SOLD WITH (2)/4 HORIZONTAL REM 5/8' TYPE X. FIRECODE — DRYWALL 20go. 3-5/8' METAL STUDS 018' O.C. STRUCTURAL MEMBER SEE STRUCTURAL DRAWINGS FOR INFORMATION W8x13 BEAM 03'-0' O.C. 12' SMOOTH FACE BLOCK w/12' SINGLE WIDTH TRUSS WIRE HORIZ. REINFORCED. AT 16' C—C. No.5 REINFORCED BARS AT 32' C—C. FILL CORES WITH 4.000pai GROUT OR CONCRETE. (REINF. BAR LAP DISTANCE TO BE MIN. OF 20 TIMES THE BAR DIAMETER) WALL SECTION S2 SCALE: 1/2•- r—o' azoo aal I 20ga. 3-5/8' METAL STUDS 016' O.C. SUSPENDED CE)UNG 010'-0' A.F.F. 5/8' TYPE X. FIRECODE DRYWALL TO 10'-0' A.F.F. 20go. 3-5/8' METAL STUDS 018' D.C. WITH BLACK IRON LACKING BARS 06'-0' O.C. 5/8' TYPE X, FIRECODE DRYWALL 2Dgo. 1-5/8' METAL STUDS 016' O.C. THE OUTSIDE FACE OF THE STUD TO SR 2' OFF THE FACE OF THE BLOCK WHITE OURC—LAST OUR) MEDHANKa LY FASTENED ROOFING SYSTEM. (2)LAYERS OF 20 ISO INSULATION N. R22.3� W 5/8• TYPE K FIRECOOE DRYWALL TO tO—W A.F.F. STRUCTURAL MEMBER SEE STRUCTURAL DRAWINGS FOR INFORMATION 5/8' TYPE X, FIRECODE SFNRWAY OPENING 1 4 STRUCTURAL MEMBER SEE SIILUCIURAL DRAWINGS FOR INFORMATION 12' SMOOTH FACE BLOCK BOND BUM 07'-4' A.F.F.(BTM) GROUTED SOLD WITH (2)94 HORIZONTAL REBAR FULL HEIGHT 2�a 8' PETAL SKIDS 018' O.C. WIRD BLACK IRON COGNAC BIAS OB' -0' O.C. w 12' SMOOTH FACE BLOCK w/12' SINGLE WIDTH ?BUSS WIRE HORIZ. REINFORCED. AT 16' C—C. I REINFORCED BARS AT 32' C—C. FILL CORES WITH 4,OODpai GROUT OR CONCRETE. (REINF. BAR LAP DISTANCE TO BE MIN. OF 20 TIMES THE BAR DIAMETER) WALL SECTION R2 SCALE: 1/2•— t'-0• azoo aal I WHITE DURO—UST DL50 MECHANICALLY FASTENED ROOFING SYSTEM. (2)UYERS OF 2' ISO BOARD INSULATION. MIN. R22.3 STRUCTURAL MEMBER SEE STRUCTURAL DRAWINGS FOR INFORMATION 4000 PSI CONCRETE SLAB WITH 4x4xW2.9xW2.9 FABRIC OVER 1 1/2' 2290. C—DECK 8' SMOOTH FACE CAP VERSATILE RJA l ILL' �— OTT[ P�T T� E IOTT CONSTRUCTION l� 1V 171 lJ 1 1V ^7 GRIDlTP1 LLc. 570 Fad Tracy Road. Suite 610 New WhAeland, Indiana 46164 Ph: 317.535.3579 Fax: 317.535.3581 arrel iMOOvarwatila-Ila.com BLOCK `\\QWINTI////// `�O Nt A Bqt, 1iz� QF. AtZEI NO _* 19700309.,. *_ iP STAT[ of �\ � Anp �F,` %� .9y '�X//SAL \O\\\ /111111\ _ /L WX�wn. F f. ,'. EXISTING(B) (EYF(A) World Wide 1V10t�rs (YL jj,� } J 3900 East 96111 Street Indianapolis, Indiana Indianapolis, L' DRYWALL 8x11.5 STEEL CHANNEL Job No. 17021 Date Stamped 01.17 18 02'-0' D.C. 8' SMOOTH FACE BLOCK Scale: 11 VY all Sections Wall W/8- SINGLE WIDTH TRUSS HORIZONTAL REBAR WIRE HORIZ. REINFORCED. O.C. THE OUTSIDE FACE OF THE SND TRUSS WIRE HORIZ. G:\l702l\a400 wall sect? ewg AT 16' C—C. TO SR 2' OFF THE FACE OF THE SUSPENDED COILING 010'-0' A.F.F. SUSPENDED CEILING 010'-0' A.F.F. c—c. N0.5 REINFORCED BARS AT 32 C—C. FILL CORES WITH AT 32' C—C. FILL CORES 4,000pai GROUT OR 5/8' TYPE X. FIRECODE WITH 4,000pei GROUT OR CONCRETE. (REINF. BAR DRYWALL LAP DISTANCE TO BE MIN. OF 20 TIMES THE BAR 20ga. 1-5/8' METAL STUDS 018' DIAMETER) O.C. TO 10'-0' A.F.F. THE OUTSIDE BUM OT -4' A. 8' SMOOTH FACE U—LINTEL OF 20 TIMES THE BAR FACE OF THE STUD TO SIT 2' OFF GROUTED SOLD HATH (2)�4 DIAMETER) WITH (2) THE FACE OF THE BLOCK li I I I I I I I I I I I I I 4No11/4 ANl1lE IRON � li I I 8' SMOOTH FACE &OCT( BOND Ell 0138-4' AF.F.(BN) GROUTED SOLD WITH E2)!4 HORIZONTAL hE6AR 5/8' TYPE X, FIRECODE DRYWALL 20go. 1-5/8' METAL STUDS 016' O.C. THE OUTSIDE FACE OF THE SND TO SIT 2' OFF THE FACE OF THE BLOCK 12' SMOOTH FACE BLOCK W/12' SINGLE WIDTH TRUSS WERE HORIZ. REINFORCED. AT 16' C—C. No.5 REINFORCED BARS AT 32' C—C. FILL CORES WITH 4,000paT GROUT OR CONCRETE. (REINF. BAR LAP DISTANCE TO BE MIN. OF 20 TIMES THE BAR DIAMETER) WALL SECTION 02 SCALE.. 1/2•— 1'-0' A200 A411 WALL SECTION P2 SCALE. t/2'— t'—o• A2D0 Gall 12' SMOOTH FACE CAD BLACK 12' SMOOTH FACE BLOCK BOND BEAM 022'-0' A.F,F.(BTM) GROUTED SOLD WITH (2)N4 HORIZONTAL REBAR 12' SMOOTH FACE BLOCK w/12' SINGLE WIDTH TRUSS WIRE HORIZ. REINFORCED. AT 18' C—C. 4x4xl/4 ANGLE IRON 12' SMOOTH FACE BLOCK BOND BEAM 013'-4' A.F.F.(BT1M) GROUTED SOLD WITH (2)/4 HORIZONTAL REBAR 12• SMOOTH FIRE BLACK W/1Y SINGLE WIDTH 7�IR8 WIRE HORIL REINFORCED. AT 18' C—C. REVISION VERSATILE RJA l ILL' �— OTT[ P�T T� E IOTT CONSTRUCTION l� 1V 171 lJ 1 1V ^7 GRIDlTP1 LLc. 570 Fad Tracy Road. Suite 610 New WhAeland, Indiana 46164 Ph: 317.535.3579 Fax: 317.535.3581 arrel iMOOvarwatila-Ila.com 5/e' TYPE X. FlRECODE `\\QWINTI////// `�O Nt A Bqt, 1iz� QF. AtZEI NO _* 19700309.,. *_ iP STAT[ of �\ � Anp �F,` %� .9y '�X//SAL \O\\\ /111111\ _ /L WX�wn. F f. ,'. EXISTING(B) (EYF(A) World Wide 1V10t�rs (YL jj,� } J 3900 East 96111 Street Indianapolis, Indiana Indianapolis, L' DRYWALL 12' SMOOTH FACE BLOCK BOND Job No. 17021 Date Stamped 01.17 18 8' SMOOTH FACE BLOCK BEAM GROUTED SOLD WITH (2)/4 Scale: 11 VY all Sections Wall 2099. 1-5/8' METAL STUDS 018' w/8' SINGLE WIDTH HORIZONTAL REBAR O.C. THE OUTSIDE FACE OF THE SND TRUSS WIRE HORIZ. G:\l702l\a400 wall sect? ewg TO SR 2' OFF THE FACE OF THE BLOCK REINFORCED. AT 16' c—c. No.S REINFORCED BARS AT 32' C—C. FILL CORES WITH 4,000pei GROUT OR CONCRETE (REINF. BAR 12' SMOOTH FACE BLOCK BOND LAP DISTANCE 10 BE MIN. BUM OT -4' A. 8' SMOOTH FACE U—LINTEL OF 20 TIMES THE BAR GROUTED SOLD HATH (2)�4 DIAMETER) WITH (2) HORIZONTAL REBAR 5/8' TYPE X, FIRECODE DRYWALL 20go. 1-5/8' METAL STUDS 016' O.C. THE OUTSIDE FACE OF THE SND TO SIT 2' OFF THE FACE OF THE BLOCK 12' SMOOTH FACE BLOCK W/12' SINGLE WIDTH TRUSS WERE HORIZ. REINFORCED. AT 16' C—C. No.5 REINFORCED BARS AT 32' C—C. FILL CORES WITH 4,000paT GROUT OR CONCRETE. (REINF. BAR LAP DISTANCE TO BE MIN. OF 20 TIMES THE BAR DIAMETER) WALL SECTION 02 SCALE.. 1/2•— 1'-0' A200 A411 WALL SECTION P2 SCALE. t/2'— t'—o• A2D0 Gall 12' SMOOTH FACE CAD BLACK 12' SMOOTH FACE BLOCK BOND BEAM 022'-0' A.F,F.(BTM) GROUTED SOLD WITH (2)N4 HORIZONTAL REBAR 12' SMOOTH FACE BLOCK w/12' SINGLE WIDTH TRUSS WIRE HORIZ. REINFORCED. AT 18' C—C. 4x4xl/4 ANGLE IRON 12' SMOOTH FACE BLOCK BOND BEAM 013'-4' A.F.F.(BT1M) GROUTED SOLD WITH (2)/4 HORIZONTAL REBAR 12• SMOOTH FIRE BLACK W/1Y SINGLE WIDTH 7�IR8 WIRE HORIL REINFORCED. AT 18' C—C. REVISION VERSATILE RJA l ILL' �— OTT[ P�T T� E IOTT CONSTRUCTION l� 1V 171 lJ 1 1V ^7 GRIDlTP1 LLc. 570 Fad Tracy Road. Suite 610 New WhAeland, Indiana 46164 Ph: 317.535.3579 Fax: 317.535.3581 arrel iMOOvarwatila-Ila.com THIS DRAWING IS THE PROPERtt OF ERSATILE CONSTRUCTION GROUP, LLC ANY ALTERATION TO THIS DRAWING IS STRICTLY PROHIBITED WITHOUT THE PRIOR WRITTEN CONSENT AND UNDER THE DIRECTION OF THE PROFESSIONAL LICENSOR WHOSE SEAL IS AFFIXED 10 THIS DRAWING. `\\QWINTI////// `�O Nt A Bqt, 1iz� QF. AtZEI NO _* 19700309.,. *_ iP STAT[ of �\ � Anp �F,` %� .9y '�X//SAL \O\\\ /111111\ _ /L WX�wn. F f. ,'. EXISTING(B) (EYF(A) World Wide 1V10t�rs (YL jj,� } J 3900 East 96111 Street Indianapolis, Indiana Indianapolis, L' r�n•Lr A411 02.25.2018 revised wall section S2. chanced stud wall to 3-5/8 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations at State and local Codes Ci of Cannel 1Y NYA�\W wWL Job No. 17021 Date Stamped 01.17 18 Drawn By kset Checked By tabIAMJ Scale: 11 VY all Sections Wall CAD FILE: CERrIF1ED Ell G:\l702l\a400 wall sect? ewg 0 ' DATE: 09/10/18