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Home My WebLink About34 A403 Wall Sections2490. GRAVEL STOP TREATED 202 WHITE DURO-LAST DL50 MECHANICALLY FASTENED ROOFING SYSTEM. CONTINUE ROOFING UP THE PARAPET WNL AND TERMINATE IN THE MIDDLE OF THE TOP PLATE UNDER THE PARAPET CAP (2)LAYERS OF 2' ISO BOARD — INSULATION. MIN. R22.3 STRUCTURAL MEMBER SEE STRUCTURAL DRAWINGS FOR INFORMATION NEW CONCRETE FLOOR. SEE FOUNDATION PLANS FOR DETAILS 12' SMOOTH FACE BLOCK =0 BEAN GROUTED SOLA WITH (2) /4 HORIZONTAL REPAIR 12' SMOOTH FACE BLOCK BOND BEAM 023'-4'(BTM) GROUTED SOLID WITH (2) }4 HORIZONTAL REBAR 12' SPLIT FACE BLOCK w/12' SINGLE WIDTH TRUSS WIRE HORIL REINFORCED. AT 18' C -C. t ENFORC32*LLCORES4.00FeiOR CONCRETE. (REINF.P DISTANCE TOBE MINTIMES THE BARR) 12' SPLIT FACE BLOCK BOND BEAM 011'-4'(BIM) GROUTED SOLD WITH (2) /4 HORIZONTAL REBAR —12' SPLIT FACE BLOCK wl SINGLE WIDTH TRUSS WIRE HORIZ. REINFORCED. AT 18' C -C. -�- No.5 REINFORCEDBANS AT 32' C -C. FILL CORES WITH III GROUT OR CONCRETE. (REINF. 842 LAP DISTANCE TO BE MIH OF 20 TIMES THE 842 OF ALL BLOCK WALLS TO BE INSULATED WITH CORE -FILL 500 INJECTED FOAM INSULATION OR ENGINEER ACCEPTED EQUAL WALL SECTION P1 SCAI F. 1/2'm 1'-T A200 A403 24ga. GRAVEL STP VERSATILE �— • +�RS�+TI+�+� CONSTRUCTION 7� 7� 7 GlVOUl , LLC• 570 East Tracy Road. Suite 610 New 17.5 5.3 9 Fad 45184 PN: 317.535.3579 Fax: conin 8.3551 email: intoOvenatile-Ila.com THIS DRAWING IS THE PROPERI OF VERSATILE ERSAND TIR CONSTRUCTIONT TO USED GROUP UANYLG OTHER PURPOSE THAN THE PFORROJECT DESCRIBED HEREIN 249a. GRAVEL STOP F P..- IXISTNG(B) World Wide 96th rOnoo Last 7Vt11 Cv treieit J7 L J Indianapolis, Indiana 249M GRAVEL STOP TREATED 2x12 Job No 17021 Dake Stamped 01 17.18 Drawn By keel TREATED 2x12 Scale: Sections YY LL J Wall TREATED 2212 CERTIFIED BY: 12' SMOOTH FACE BLOCK BOND G:\1702l\a400 wall :eccon:ewg 12' SMOOTH FAZE BLOCK BOND BEAM GROUTED SOLID WAFT (2) BEAN GROUTED SOLID WITH (2) lees =I WHITE DURO-LAST DL50 MECHANICALLY #4 HORIZONTAL REEAR WHITE DURO-LAST DL50 MECHANICALLY /4 HORIZONTAL REBAR WHITE DURO-LAST DL50 MECHANICALLY FASTENED ROOFING SYSTEM. CONTINUE FASTENED ROOFING SYSTEM. CONTINUE FASTENED ROOFING SYSTEM. CONTINUE ROOFING UP THE PARAPET WALL AND leee eelROOFING UP THE PARAPET WALL AND INROOFING UP THE PARAPET WALL AND TERMINATE IN THE MIDDLE OF THE Y TERMINATE IN THE MIDDLE OF THE TERMINATE IN THE MIDDLE OF THE TOP PLATE UNDER THE PARAPET CAP TOP PLATE UNDER THE PARAPET CAP leeeee TOP PLATE UNDER THE PARAPET CAP (2)LAYERS OF 2' ISO BOARD 4 (2)LAYERS OF 2' ISO BOARD (2)LAYERS OF 2' ISO BOARD INSULATION. MIN. R22.3 leee eel INSULATION. MIN. R22.3 INSULATION. MIN. R22.3 L 12' SMOOTH FACE BLOCK BOND 12' SMOOTH FACE BLACK BOND BEAN 030'-B'(BTM) GROUTED BEAU 030'-B'(SAQ GROUTED SOUD WITH (2) 04 HORIZONTAL SOLID WITH (2) µ HORIZONTAL �I REBAR REEPIR 12' SPLIT FACE BLOCK w/12' 12' SPLIT FACE BLOCK W/12' SINGLE WIDTH TRUSS WIRE HORIZ. SINGLE WIDTH TRUSS WIRE HONK. REINFORCED. AT 18' C -C. REINFORCED. AT 18' C -C. STRUCTURAL MEMBER SEE - ,�-�I STRUCTURAL MEMBER SEE i-�.��." STRUCTURAL MEMBER SEE STRUCTURAL DRAWINGS FOR T 32' rem—C. REIjC0:NCRErE.J STRUCTURAL DRAWINGS FOR No.S REINFORCED BARS AT 32' STRUCTURAL DRAWINGS FOR INFORMATION C -C. FILH,000pal INFORMATION C -C. FILL CORES WITH 4,000P9i INFORMATION GROUT OE OR CONCRETE BAR (E LAPE YIN. l BEI WIBAR L &R IAP DISTANCE T. HN.OF 20 TIT OF 20 TIMES THE BARDIAMETER DMNEIER) - ALL BLOCK WALLS TO BE ALL BLOCK WALLS TO BE INSULATED WITH CORE -FILL 500 INSULATED WITH CORE -FILL 500 INJECTED FOAM INSULATION OR INJECTED FOAM INSULATION OR ENGINEER ACCEPTED EQUAL ENGINEER ACCEPTED EQUAL. ee eel 12' SPLIT FACE U-UNTEL 12' SPLIT FACE BLOCK BOND BEAM 023'-4'(BIM) GROUTED SOLID WITH (2) /4 HORIZONTAL REBAR 7 2 1/2'x4 1/2' ALUMINUM WINDOW SSIEM eei 1' INSULATED GLASS mmi w lee eel lee eei 12' SPLIT FACE BLOCK CAP BLOCK 12' SPLIT FACE BLOCK w/12' •I SINGLE WIDTH TRUSS WIRE HORIZ. In REINFORCED. AT 18' C -C. I lee I No.S REINFORCED SIRS AT 32' C -C. FILL CORES WITH 4,000pd b GROUT OR CONCRETE (REINF. .. ,... :..- ,... ., . ... .. ,..[PAINT BAIT LAP DISTANCE TO BE WN.— of zo TIMES THE BAR IV DIAMI ER) AL BLOCK WALLS TO BE INSULATED WITH CORE -FILL 500 INJECTED FORM INSULATION OR ENGINEER ACCEPTED EQUAL STRUCTURAL MEMBER SEE 12' SPllf FACE BLOCK BOND STRUCTURAL MEMBER SEEBEAM 12' SPLIT FACE BLOCK BOND 011'-4'(BILO GROUTED STRUCTURAL MEMBER SEE STRUCTURAL DRAWINGS FOR BFi1Y 011'-{'(BIY) GROUTED STRUCTURAL DRAWINGS FORSOLID WITH (2) j{ HORIZONTAL STRUCTURAL DRAWINGS FOR INFORMATION SpA WITH (2) j4 HORIZONTAL REBAR INFORMATION REBAR INFORMATION 4' SMOOTH FACE FILLER BLOCK4' SPLIT FACE FILLER BLOCK THE BOTTOM OF THE STRUCTURAL STEEL 12' SPLIT FACE BLACK W/12' SINGLE WIDTH TRUSS WIRE HORIZ. REINFORCED. AT 18' C -C. NEI OVERHEAD DOOR AND T NIREINFORCED BARS AT 32'K'mouNG lini PER MNILFACITINEAS SPECIFICATIONS C-Csix . FILL CORES WITH 4,ODOpei GROUT OR CONCRETE. (REINF. m 20ga. 1 5/8' METAL STUDS ees BAP LAP DISTANCE TO BE MIN. ill O.C. SET 2' FROM THE IF OF 20 TIMES THE W FACE OF THE SND TO THE ER) FACE OF THE BLOCK ALL BLOCK WALLS TO BE Imeeee INSULATED WITH CORE -FILL 500 5/8' TYPE X. FIRECODE INJECTED FORM INSULATION OR DRYWALL ENGINEER ACCEPTED EQUAL NEW CONCRETE FLOOR. SEE NEW CONCRETE FLOOR. SEE NEW CONCRETE FLOOR. SEE FOUNDATION PLANS FOR DETAILS FOIROATON PLANS FOR DETAILS FOUNDATION PUNS FOR DETAILS WALL SECTION 01 SGAL.E: 1/I 13-T A200 A403 WALL SECTION AL1 SCALE: 1/2'= 1'-0' A200 A403 12' SMOOTH FACE BLOCK BOND BEAN GROUTED SOLE WITH (2) /4 HORIZONTAL REBAR 1Y SMOOTH FACE BLOCK BOND BEAM 030'-B'(BI/A) GRIXIIED SOLID WITH (2) /4 HORIZONTAL REBAR 12' SPLIT FACE BLOCK BOND BEAM 023'-4'(BTM) GROUTED SOLID WITH (2) /4 HORIZONTAL REBAR 12' SPLIT FACE BLOCK BOND BEAM 011'-4'(BTM) GROUTED SOUD WITH (2) /4 HORIZONTAL REBAR 12' SPLIT FACE BLOCK w/1Y SINGLE WIDTH TRUSS WIRE HHORIZ. REINFORCED. AT 18' C -C, No.S REINFORCED BATS AT 32' C -C. FILL CORES WITH 4,000PN GROUT OR CONCRETE. (REINF. BAP LAP DISTANCE TO BE MIN. OF 20 TIMES THE BAR DIAMETER) ALL BLOCK WALLS TO BE INSULATED WITH CORE -FILL 500 INJECTED FOAM INSULATION OR ENGINEER ACCEPTED EQUAL WALL SECTION M1 SPU F. 1/2'- P-0' A2oo A403 REVISION VERSATILE �— • +�RS�+TI+�+� CONSTRUCTION 7� 7� 7 GlVOUl , LLC• 570 East Tracy Road. Suite 610 New 17.5 5.3 9 Fad 45184 PN: 317.535.3579 Fax: conin 8.3551 email: intoOvenatile-Ila.com THIS DRAWING IS THE PROPERI OF VERSATILE ERSAND TIR CONSTRUCTIONT TO USED GROUP UANYLG OTHER PURPOSE THAN THE PFORROJECT DESCRIBED HEREIN ,,oA"` llijll ill SN i'o ,gse� /Sip . r =* )g]00309*` SiPiE OF IQmnlAn> ?c" i,( 1121` AS�Q F P..- IXISTNG(B) World Wide 96th rOnoo Last 7Vt11 Cv treieit J7 L J Indianapolis, Indiana a ii A403 0126.18 rebar spacing revised RELEASED FOR CONSTRUCTION Subject to compliance with all regulations J at State and local Codes Ci of Cannel City Job No 17021 Dake Stamped 01 17.18 Drawn By keel Checked By tab Scale: Sections YY LL J Wall CAD FILE: CERTIFIED BY: G:\1702l\a400 wall :eccon:ewg 0 1 DATE: 09/10/18