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Home My WebLink About35 A404 Wall Sections249TH GRAVEL STOP TREATED 2xB WHITE DURO-VST DL50 MECHANICALLY FASTENED ROOFING SYSTEM. CONTINUE ROOFING UP THE PARAPET WALL 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 8' SMOOTH FACE BLOCK BOND BEAM GROUTED SOLD WITH (2) /4 HORIZONTAL REBAR e' SPLIT FACE BLOCK BOND BEAM 017'-4'(MM) GROUTED SOLID WITH (2) /4 HORIZONTAL REBAR 8' SPLIT FACE BLOCK BOND BEAR 011'-4-(EnW) GROUTED SOLID WITH (2) }4 HORIZONTAL REBAR ALL BLOCK WALLS TO BE INSULATED WITH CORE -FILL 500 INJECTED FOAM INSULATION OR ENGINEER ACCEPTED EQUAL Ho.5 REINFORCED BARS AT 32' C -C. FILL CORES WITH 4,000pal GROUT OR CONCRETE. (REINF. BAR LAP DISTANCE TO BE MIN. OF 20 TIMES THE BAR DIAMETER) 8' SPLIT FACE BLOCK w 12' SINGLE WIDTH TRUSS WI E HORIZ. REINFORCED. AT 16' C -C. WALL SECTION U1 SCAM 1/2•— 1'-0' n2oo nada 2491. GRAVEL STOP TREATED 2x8 WHITE DURO-LAST DL50 MECHANICALLY FASTENED ROBBING SYSTEM. CONTINUE ROOFING UP THE PARAPET WALL 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 PUNS FOR DETAILS 8' SMOCTH FACE BLOCK BOND BEAM GROUTED SOLID WITH (2) j4 HORIZONTAL REBAR Be SPLIT FACE BLOCK BOND BEAM 017'-40(BIM) GROLIIED SOLD WITH (2) }4 14ORIZONTAL REBAR Be SPLIT FACE BLOCK BOND BEAM 011' -4 -(BTM) GROUTED SOLID WITH (2) /4 HORIZONTAL REBAR ALL BLOCK WALLS TO BE INSULATED WITH CORE -FILL 500 INJECTED FOAM INSULATION OR ENGINEER ACCEPTED EQUAL (REINK BAR W DISTANCE TC BE MIN OF 20 TIMES THE BAR DIAMETER) 8' SPLIT FACE BIACK w 12' SINGLE WIDTH WIRE III REINFORCED. AT 16' C -C. WALL SECTION T1 SaiA.E: 1/2•— t'—D• n2oo naoa 249TH GRAVEL STOP TREATED 2x12 12' SMOOTH FOLIE BLOCK BOND BEAM GROUTED SOLID WITH W"#4 HORIZONTAL WHITE DURO-VST DL50 MECHANICALLY FASTENED ROOFING SYSTEM. CONTINUE ROOFING UP THE PARAPET WALL AND TERMINATE IN THE MIDDLE OF THE TOP PLATE UNDER THE PARAPET CAP (2)LAYERS OF 2- ISO BOARD INSULATION. MIN. R22.3 249TH GRAVEL STOP �— CONSTRUCTION 7� 7� GROUP, EEC•�mnlnn>?c" 570 East TrialWhibland, Road. Suite 810 New 17.5 5.3 9 Foe 46184 PN: 317.535enrea Fax: 317.638.3581 email: intoOvenatile-Ilc.com THIS DRAWING S FINE C PROPERTY 0= VERVERSATILE ANDS SI NOTT TO TBE USEED FORION OANY r OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREINNo \\\\\\\Nj to RB�71/,� b moi. �,qse� /rte. =* )9]00309: mE� STATE or 6��OMJayI iR'``\\Q 240A GRAVEL SRTP World Wide Motors (� (�L T 3900 East 7 6th Street Indianapolis, Indiana A404 Ot 26.18 rebar spacing revised RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and local Code Ci of Comtel 1T Job No- 17021 _ __ ____ .._____..___- Drawn By keel Checked By tab Scale: 1/2"=1'-0" Wall YY LL J Sections CAD FILE: TREATED 202 G:\nort\eaoo wail seat ewy TREATED 2x12 --`----.._-_----...--_---- 12• SMOOTH FACE Jim 12' SPLIT FACE BLOCK BOND BLOCK BOND BEAM BEAM 023'-4'(BTII) GROUTED GROIIIED SOLID WITH (2) SOLID WITH (2) /4 HORIZONTAL mememi j4 HORIZONTAL REBAR REBAR WHITE DURO-LAST DL50 MECHANICALLY WHITE DURO-LAST DL50 MECHANICALLY FASTENED ROOFING SYSTEM. CONTINUE FASTENED ROOFING SYSTEM. CONTINUE ROOFING UP THE PARAPET WALL AND . ROOFING UP THE PARAPET WALL AND • STRUCTURAL MEMBER SEE 12' SPLIT FACE BLOCK w/12' TERMINATE IN THE MIDDLE OF THE TERMINATE IN THE MIDDLE OF THE STRUCTURAL DRAWINGS FOR SINGLE WIDTH TRUSS WIRE TOP PLATE UNDER THE PARAPET CAP - TOP PLATE UNDER THE PARAPET CAP - INFORMATION HORIZ. REINFORCED. AT 16' C -C. (2)LAYERS OF 2- ISO BOARD ALL BLOCK WALLS TO BE (2)LAYERS OF 2' ISO BOARD INSULATION. MIN. R22.3 INSULATED WITH INSULATION. MIN. R22.3 CORE -FILL 500 INJECTED emmemi INFORCED BARS Nob REiE FOAM INSULATION OR ar 32' C -C. FILL CORES WITH ENGINEER ACCEPTED EDUAL ------------------- CONCRETG(REINFO.R BAR IAP i mmmmmi CCs TMES THE BARE DMIAMLTER)ED J STRUCTURAL MEMBER SEE STRUCTURAL DRAWINGS FOR INFORMATION STRUCTURAL MEMBER SEE STRUCTURAL DRAWINGS FOR INFORMATION 4' SMOOTH FACE FILLER BLOCK NEW OVERHEAD DOOR AND TRACK. MOUNTING PER MANUFACTURERS SPECIFICATIONS cl` 12' SPLIT FACE BLOCK BOND BEAM 016'-O'(BTH) GROUTED SOUD WITH (2) /4 HORIZONTAL. REBAR-_� N1.5 REINFORCED BARS AT 32' C -C. FILL CORE: WITH 4,000Pei GROUT OF CONCRETE (REINF. BAR IAP DISTANCE TO BE MIT OF 20 TIMES THE BAR DIAMETER) 1Y SPLITFACE BLOCK ii SINGLE WIDTH TRUSS WIRE HORIZ. REINFORCED. AT 16' C -C. 4' SPLIT FACE FILLER BLOCK PAINT THE BOTTOM OF THE STRUCTURAL SRiEL WALL SECTION S1 SCALE: t/z'— t'—o' nzoo naoa STRUCTURAL MEMBER SEE STRUCTURAL DRAWINGS FOR INFORMATION NEW CONCRETE FLOOR. SEE FOUNDATION PLANS FOR DETAILS 12' SPLIT FACE BLOCK BOND BEAM 016'-O'(BTM) GROLITED SOUD WITH (2) /4 HORIZONTAL REBAR 12' SALT FACE BLOCK BOND BEAM 011' -4 -(BTM) GROUTED SOLID WITH (2) 14 HORIZONTAL REBAR 12' SPLIT FACE BLOCK Ill SINGLE WIDTH TRUSS WIRE HORIL REINFORCED. AT 16' C --C. N1.5 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) ALL BLOCK WALLS TO BE INSULATED WITH CORE -FILL 500 INJECTED FOAM INSULATION OR ENGINEER ACCEPTED EQUAL WALL SECTION R1 SCALE: 1/2'— t'—D' nzoo aaoa STRUCTURAL. MEMBER SEE STRUCTURAL DRAWINGS FOR INFORMATION 4' SMOOTH FACE FILLER BLOCK NEW OVERHEAD DOOR AND TRACK. MOUNTING PER MANUFACTURERS SPECIFICATIONS NEW CONCRETE FLOOR. SEE FOUNDATION PLANS FOR DETAILS ALL BLOCK WALLS TO BE INSULATED WITH CORE -FILL 500 INJECTED EDAM INSULATION OR ENGINEER ACCEPTED EQUAL 4' SPLIT FACE FILLER BLOCK PANT THE BOTTOM OF THE STRUCTURAL STEEL WALL SECTION Q1 SQMI 1/2•— t'—D' A20o Aaoa REVISION �— CONSTRUCTION 7� 7� GROUP, EEC•�mnlnn>?c" 570 East TrialWhibland, Road. Suite 810 New 17.5 5.3 9 Foe 46184 PN: 317.535enrea Fax: 317.638.3581 email: intoOvenatile-Ilc.com THIS DRAWING S FINE C PROPERTY 0= VERVERSATILE ANDS SI NOTT TO TBE USEED FORION OANY r OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREINNo \\\\\\\Nj to RB�71/,� b moi. �,qse� /rte. =* )9]00309: mE� STATE or 6��OMJayI iR'``\\Q F T"� EXISTING(B) World Wide Motors (� (�L T 3900 East 7 6th Street Indianapolis, Indiana A404 Ot 26.18 rebar spacing revised RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and local Code Ci of Comtel 1T Job No- 17021 Date Stamped 01 17.18 Drawn By keel Checked By tab Scale: 1/2"=1'-0" Wall YY LL J Sections CAD FILE: CERTIFIED BY: G:\nort\eaoo wail seat ewy 0 ' DATE: 09/10/18