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Home My WebLink About44 A413 Wall SectionsI b DOUBLE SLP TRICK OR 3"2 DEEP TRICK SOUND DAMPENING INSULATION 5/8' TYPE X, FIRECODE DRYWALL TO DECK ON BOTH SIDES OF THE WALL 20ga. 6' METAL STUDS 016'- O.C. WITH BUCK IRON LOCKING BARS 06'-0' O.C. SUSPENDED CEILING - 010'-0' A.F.F. WRAP DRYWALL AROUND — FRAWG PRIOR TO WINDOW INSTALLATION SUSPENDED COLING 010'-0' A.F.F. 6' 1890. BOX HEADER WALL SECTION H3 SCALE 1/2'= 1'-0' A201 A413 20gm 8' METAL STUDS O18' O.C. WITH BUCK IRON LOCKING BARS 61 O.C. 5/8' TYPE X, FIIECOOE DRYWALL 70 DECK 20ga. 3 5/8' METAL STUDS O16' O.C. WITH BACK IRON LOCKING BARS OS -0' O.C. 5/8' TYPE X. FIRECODE DRYWALL TO DECK SOUND DAMPENING INSUTATID WALL SECTION G3 SCALE: 1/2'= 1'-0" A201 A413 a 'ry ar F K WALL SECTION F3 SCALE: 1/2'- 1'-0' A2o1 A413 3' dia. BORE FILLED WITH 4000 PSI CONCRETE. LOCATION AS SHOWN ON THE FLOOR PLAN 2'-6" x 5'-5' WINDOW WITH METAL FRAME (1) LAYER OF 5/8' FIRECODE, TYPE X DRYWALL ON BOTH SIDES. WRAP DRYWALL AROUND THE TOP OF THE WALL PRIOR TO WINDOW INSTALLATION. 3 5/81, 20go, METAL STUDS AT 24' O.C. HEAVY DUTY UNISTRUT. SEE FLOOR PLAN FOR LOCATIONS WALL SECTION E3 SCALE: 1/20— 1'-0' Y`,ri Aa i]Jj 21411XIMMTjjiII WALL SECTION D3 SCALE: 1/2-m 1'-0' A200 A413 WALL SECTION C3 SCALE: 1/2-m 1'-0' A200 A413 18go. 6' METAL STUDS 016" O.C. BEHYEEEN THE ANGLE IRONS 2x2x1/4 ANGLE IRON WELDED TO THE TOP OF THE STEEL BEAU 6S'-0' O.C. 2090. COATED GALVANIZED STEEL MFG: CENTRIA ITEM No.: CONCEPT SERIES COLOR: 9989 PLATINUM 5/8' OSB SHEATHING STOP SIDING 8' ABOVE 11E ROOF SOUND DAMPENING INSULATION 5/8' TYPE X, RRECODE DRYWALL TO DECK 2090. 1 5/8' METAL STUDS. - FACE OF THE SND TO BE SET 2 7/18' AWAY FROM THE FACE OF THE COLUMN STRUCTURAL COLUMN. SEE - STRUCTURAL DRAWINGS FOR DETAILS 1 4x8x3/8 ANGLE IRM! WELDED TO THE TOP OF THE BAH JOIST WPM THE COLUMN WITH 2490 ANNOD® METAL TO THE BOTTOM OF THE 2ND FLOOR BAR JDIBF STRUCTURAL COLUMN. SEE STRUCTURAL DRAWINGS FOR DETAILS 20ga. 1 5/8' METAL STUDS. - FACE OF THE SND TO BE SET 2 7/16' AWAY FROM THE FACE OF THE COLUMN 5/8' DENSGLASS SHEATHING WALL SECTION 83 SCALE 1/2'= 1'-0' A200 A413 24go. METAL GRAVEL STOP WHITE DURO-LAST DL50 MECHANICALLY FASTENED ROOFING SYSTEM. TERMINATE UNDER THE PARAPET CAP (2)IAYERS OF 2' ISO BOARD INSULATION. MIN. R22.3 3x3x1/4 ANGLE IRON WELDED TO THE TOP OF THE BAR JOIST SUSPENDED CEILING 010'-0' A.F.F. 5/8' TYPE X. FIRECODE DRYWALL TO DECK 2090. 3 5/8" METAL STUDS 1'-5 5/8" DENSGUSS SHEATHING 20ga. 3 5/8" METAL STUDS 016' O.C. WITH BLACK IRON LOCKING BARS 06'-0' O.C. REVISION —// VERSATILE �— CONSTRUCTION GROUP, LLC. 570 East land, Rood. Saila 810 New WhitelanQ Indiana 48184 317.535.3579 Fal: 317.535.3581 1-Ila.com THIS DRAWING IS THE PROPERTY 0= VERSATILE TINOTLE C °SBE TRUG s N FOR ANYGROUP TLC OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. UAIIIIIII/Y o``dNS A B�,r'''' @� 'SasrE� / =* 1g]QQ309 r= sreTe °P �!` MOIPNP \ //�'`�y�'yAL ECAG \`�� M114AA\\\ ' � 0 World Wide 96th rD noo East 96111 Street J7 L Indianapolis, Indiana A � d Job No 17021 W 6 Checked By tab W DOUBLE SLP TRICK OR 3"2 DEEP TRICK SOUND DAMPENING INSULATION 5/8' TYPE X, FIRECODE DRYWALL TO DECK ON BOTH SIDES OF THE WALL 20ga. 6' METAL STUDS 016'- O.C. WITH BUCK IRON LOCKING BARS 06'-0' O.C. SUSPENDED CEILING - 010'-0' A.F.F. WRAP DRYWALL AROUND — FRAWG PRIOR TO WINDOW INSTALLATION SUSPENDED COLING 010'-0' A.F.F. 6' 1890. BOX HEADER WALL SECTION H3 SCALE 1/2'= 1'-0' A201 A413 20gm 8' METAL STUDS O18' O.C. WITH BUCK IRON LOCKING BARS 61 O.C. 5/8' TYPE X, FIIECOOE DRYWALL 70 DECK 20ga. 3 5/8' METAL STUDS O16' O.C. WITH BACK IRON LOCKING BARS OS -0' O.C. 5/8' TYPE X. FIRECODE DRYWALL TO DECK SOUND DAMPENING INSUTATID WALL SECTION G3 SCALE: 1/2'= 1'-0" A201 A413 a 'ry ar F K WALL SECTION F3 SCALE: 1/2'- 1'-0' A2o1 A413 3' dia. BORE FILLED WITH 4000 PSI CONCRETE. LOCATION AS SHOWN ON THE FLOOR PLAN 2'-6" x 5'-5' WINDOW WITH METAL FRAME (1) LAYER OF 5/8' FIRECODE, TYPE X DRYWALL ON BOTH SIDES. WRAP DRYWALL AROUND THE TOP OF THE WALL PRIOR TO WINDOW INSTALLATION. 3 5/81, 20go, METAL STUDS AT 24' O.C. HEAVY DUTY UNISTRUT. SEE FLOOR PLAN FOR LOCATIONS WALL SECTION E3 SCALE: 1/20— 1'-0' Y`,ri Aa i]Jj 21411XIMMTjjiII WALL SECTION D3 SCALE: 1/2-m 1'-0' A200 A413 WALL SECTION C3 SCALE: 1/2-m 1'-0' A200 A413 18go. 6' METAL STUDS 016" O.C. BEHYEEEN THE ANGLE IRONS 2x2x1/4 ANGLE IRON WELDED TO THE TOP OF THE STEEL BEAU 6S'-0' O.C. 2090. COATED GALVANIZED STEEL MFG: CENTRIA ITEM No.: CONCEPT SERIES COLOR: 9989 PLATINUM 5/8' OSB SHEATHING STOP SIDING 8' ABOVE 11E ROOF SOUND DAMPENING INSULATION 5/8' TYPE X, RRECODE DRYWALL TO DECK 2090. 1 5/8' METAL STUDS. - FACE OF THE SND TO BE SET 2 7/18' AWAY FROM THE FACE OF THE COLUMN STRUCTURAL COLUMN. SEE - STRUCTURAL DRAWINGS FOR DETAILS 1 4x8x3/8 ANGLE IRM! WELDED TO THE TOP OF THE BAH JOIST WPM THE COLUMN WITH 2490 ANNOD® METAL TO THE BOTTOM OF THE 2ND FLOOR BAR JDIBF STRUCTURAL COLUMN. SEE STRUCTURAL DRAWINGS FOR DETAILS 20ga. 1 5/8' METAL STUDS. - FACE OF THE SND TO BE SET 2 7/16' AWAY FROM THE FACE OF THE COLUMN 5/8' DENSGLASS SHEATHING WALL SECTION 83 SCALE 1/2'= 1'-0' A200 A413 24go. METAL GRAVEL STOP WHITE DURO-LAST DL50 MECHANICALLY FASTENED ROOFING SYSTEM. TERMINATE UNDER THE PARAPET CAP (2)IAYERS OF 2' ISO BOARD INSULATION. MIN. R22.3 3x3x1/4 ANGLE IRON WELDED TO THE TOP OF THE BAR JOIST SUSPENDED CEILING 010'-0' A.F.F. 5/8' TYPE X. FIRECODE DRYWALL TO DECK 2090. 3 5/8" METAL STUDS 1'-5 5/8" DENSGUSS SHEATHING 20ga. 3 5/8" METAL STUDS 016' O.C. WITH BLACK IRON LOCKING BARS 06'-0' O.C. REVISION VERSATILE �— CONSTRUCTION GROUP, LLC. 570 East land, Rood. Saila 810 New WhitelanQ Indiana 48184 317.535.3579 Fal: 317.535.3581 1-Ila.com THIS DRAWING IS THE PROPERTY 0= VERSATILE TINOTLE C °SBE TRUG s N FOR ANYGROUP TLC OTHER PURPOSE THAN THE PROJECT DESCRIBED HEREIN. UAIIIIIII/Y o``dNS A B�,r'''' @� 'SasrE� / =* 1g]QQ309 r= sreTe °P �!` MOIPNP \ //�'`�y�'yAL ECAG \`�� M114AA\\\ ' � F' PIA] EXISTING(B) NEW(A)PN: World Wide 96th rD noo East 96111 Street J7 L Indianapolis, Indiana SHEET nnE A413 01.26.18 revised wall section B3 on second floor. moved stud wall Fortier from column RELEASED FOR CONSTRUCTION Subject to compliance with allre regulations P 9 of State and local Codes City of Cannel Job No 17021 Dake Stamped 01 17.18 Drawn By keel Checked By tab Scale: 1/2"=1'-0" iiLl Sectionsemail: CAD FILE CERTIFIED BY: G:\1702l\a400 wall :eceonadwR 4 ' DATE: 09/10/18