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HomeMy WebLinkAboutS407 - SECTIONS 1ST FLOOR.pdfv5 T/EX PLANK +(SEE PLAN)T/SLAB +(SEE PLAN)SLAB BEAM BEAMEX PLANKSHEATHINGVENEER - SEE ARCHWOOD FRAMED WALL (W, SW)SEE SCHEDULE FOR ANCHORAGE#4 BENT DOWELS @ 1'-0" OC EPOXY 3" INTO SUBSTRATE, (3)#3 CONT, APPLY EPOXY BONDING AGENT TO HCP, PLUG CORES AS REQUIRED AND ALLOW 4,000 PSI CONC TO FILL ENDS DURING PLACEMENT. TYPICAL ALL EDGE CONDITIONS.L.5 T/SLAB +(SEE PLAN)SLAB EX PLANK EX WALL VENEER - SEE ARCHSHEATHINGWOOD FRAMED WALL (W, SW)4" CMU L6x4x1/2 CONT SS LEDGER ANGLE w/ 3/4"x6" EMBED SS EXPANSION ANCHORS @ 2'-0" OCS4071 L.5 COLUMN (BEYOND)SLABSHEATHINGWOOD FRAMED WALL (W, SW)EX WALLT/SLAB +(SEE PLAN)VENEER - SEE ARCH EX PLANK L6x4x1/2 CONT SS LEDGER ANGLE w/ 3/4"x6" EMBED SS EXPANSION ANCHORS @ 2'-0" OCS4071 L.5 SLABSHEATHINGWOOD FRAMED WALL (W, SW)EX WALLT/SLAB +(SEE PLAN)VENEER - SEE ARCH EX PLANK L6x4x1/2 CONT SS LEDGER ANGLE w/ 3/4"x6" EMBED SS EXPANSION ANCHORS @ 2'-0" OCEX BEAM4" CMU INFILL SCHEDULED BRICK LINTEL NEW BEAM PL 1/4x7 CONT TOP PL 1/4x10 CONT BOTT 3/162-123/162-12TYPS4071 v2 T/S L A B +( S E E P L A N ) SL A B SH E A T H I N G WO O D F R A M E D W A L L (W , S W ) EX B E A M EX P L A N K EX W A L L VE N E E R - S E E A R C H 1/ 4 2 - 1 2 1/ 4 2 - 1 2 PL 3 / 8 x 1 ' - 0 " C O N T S4 0 7 1 v2 T/S L A B +( S E E P L A N ) SL A B EX P L A N K EX W A L L VE N E E R - S E E A R C H SH E A T H I N G WO O D F R A M E D W A L L (W , S W ) S4 0 7 1 H T/S L A B +( S E E P L A N ) SL A B EX P L A N K EX W A L L VE N E E R - S E E A R C H SH E A T H I N G WO O D F R A M E D W A L L (W , S W ) S4 0 7 1 .8 A T/S L A B +( S E E P L A N ) WO O D F R A M E D W A L L (W , S W ) EX W A L L SH E A T H I N G VE N E E R - S E E A R C H EX P L A N K SL A B S4 0 7 1 SE E C I V I L F O R G R A D E .8 A T/ S L A B +( S E E P L A N ) WO O D F R A M E D W A L L (W , S W ) EX W A L L VE N E E R C O L W R A P - SE E A R C H EX P L A N K T O B E RE M O V E D NE W B E A M EX P I E R EX W A L L C U T DO W N A T E N T R Y SE E 9 / S4 0 8 CO O R D w / A R C H A T CO L U M N W R A P S EX W A L L P R O F I L E AT P I E R HS S 2 x 2 x 1 / 4 F I L L E R v4 6 v4 . 2 PL U G A N D G R O U T EN D O F H C P BE L O W W A L L EP O X Y D O W E L 4 " I N T O HC P A N D G R O U T NE W B E A M S w / ( 3 ) B O L T 1/ 4 " S I N G L E P L A T E C O N N TO E X B E A M S 3"3" 1 1/2" L4 x 4 x 3 / 8 E A S I D E w / ( 2 ) 3/ 4 " B O L T S I N H O R I Z L S L 1/ 4 TY P L5 x 3 x 1 / 4 L L H RE M O V E E X H C P TO B E A M C L EX W1 6 X 4 0 EX W1 4 X 2 2 W1 2 X 2 2 SL A B O N C F S F R A M I N G , SE E GA U G E M E T A L PO U R S T O P SE E 9 / S4 0 8 3' - 1 0 " W1 4 x 2 6 T Y P W1 4 x 3 8 F R O N T .8 A .8 A 4 7 / 8 " 1' - 0"1' - 0 7 / 8 " SE E 1 4 / S4 0 7 FO R O F F S E T C U R B CO N S T R U C T I O N VE N E E R - S E E A R C H SE E C I V I L F O R G R A D E v5 1' - 0 7 / 8 " 4 7 / 8 " 1' - 0" EX C O N C R W A L L CM U W A L L w / D O W E L S EP O X I E D 6 " I N T O OF F S E T C U R B OF F S E T C U R B : (4 ) # 5 C O N T w / # 4 C L O S E D TI E S @ 8 " O C #5 D O W E L S @ 8 " O C EP O X I E D 8 " I N T O T/ E X W A L L 10" 6" C S4 0 7 1 v6 v6 . 1 S4 0 7 1 H S4 0 7 1 v5 S4 0 7 1 SSROCPROFE.AIGNNIOLAERERSASTATE OF860325 NNIDNo.AENIRMIEDEGNTSEYMOCDEc1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers317-580-0402 www.mccomaseng.comMcCOMASENGINEERING MEI 15319Sheet Number:Sheet Title:Set Issue Date Last Revision Date:Drawn By:Sheet Issue Date Checked By:THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT,INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN,THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED,MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R.STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPY RIGHT 2015 JAMES R. STUTZMAN, AIA, Carmel, Indiana.COPYRIGHT & OWNERSHIP OF DOCUMENTS Project Number:Engineer:PEDCOR DESIGN GROUP LLC Architecture / Project Management:355 City Center Drive Carmel Indiana 46032 317.705.7979 (phone)317.705.7980 (fax)MEI 15319KEY PLAN Bldg 5 SCALE: NTSBy:Developer:Project:PLAN NORTH SECTIONS 1ST FLOOR S407Pedcor Square Building 5 357 CITY CENTER DRIVE Carmel, IN, 46032 Project Status KLSJRH12/18/1512/18/15SCALE:S407 3/4" = 1'-0"1SECTION @ 1ST FLOOR SCALE:S407 3/4" = 1'-0"2SECTION @ 1ST FLOOR SCALE:S407 3/4" = 1'-0"3SECTION @ 1ST FLOOR SCALE:S407 3/4" = 1'-0"4SECTION @ 1ST FLOOR SC A L E : S4 0 7 3 / 4 " = 1 ' - 0 " 5 SE C T I O N @ 1 S T F L O O R SC A L E : S4 0 7 3 / 4 " = 1 ' - 0 " 6 SE C T I O N @ 1 S T F L O O R SC A L E : S4 0 7 3 / 4 " = 1 ' - 0 " 7 SE C T I O N SC A L E : S4 0 7 3 / 4 " = 1 ' - 0 " 10 SE C T I O N @ 1 S T F L O O R SC A L E : S4 0 7 3 / 4 " = 1 ' - 0 " 11 SE C T I O N @ 1 S T F L O O R SC A L E : S4 0 7 3 / 4 " = 1 ' - 0 " 12 SE C T I O N @ 1 S T F L O O R SC A L E : S4 0 7 3 / 4 " = 1 ' - 0 " 13 SE C T I O N @ S T A I R SC A L E : S4 0 7 3 / 4 " = 1 ' - 0 " 14 SE C T I O N @ S T A I R SC A L E : S4 0 7 3 / 4 " = 1 ' - 0 " 15 SE C T I O N @ 1 S T F L O O R SC A L E : S4 0 7 3 / 4 " = 1 ' - 0 " 16 SE C T I O N @ 1 S T F L O O R SC A L E : S4 0 7 3 / 4 " = 1 ' - 0 " 17 SE C T I O N @ 1 S T F L O O R SC A L E : S4 0 7 3 / 4 " = 1 ' - 0 " 18 SE C T I O N @ 1 S T F L O O R No.DateDescription 101/22/16ADD 001 1 1 1 1 1 1