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HomeMy WebLinkAbout028_VS404 - SECTIONS AND DETAILS.pdf1 x14 T/PC -(SEE PLAN) EX PC COLUMNNEW PC COLUMN T/P -(SEE PLAN) EX PIER (P) EX PILE CAP 2' - 8" EX GRADE BEAM SEE 1/VS403 FOR EPOXY ANCHOR ROD CONDITION EX PIER (P) 1 x14 SHEAR WALL EX PC COLUMN PILE CAP T/PC -(SEE PLAN) NEW MAT SLAB EPOXY ALL BARS 1'-0" INTO EX PILE CAP PIER A xL 2' - 8" CONC WALL (CW) GRADE BEAM T/GB -(SEE PLAN) SEE 7/VS4043' - 0"6"7' - 6" DOWELS TO MATCH WALL REINF, EPOXY 8" INTO GB. 1' - 0"4" A xL 10" SLAB BEAM PC COLUMN PILE CAP T/PC -(SEE PLAN) T/SLAB +(SEE PLAN) 12" CMU BASE GROUTED SOLID, F/CMU FLUSH TO F/STONE BASE, COORD w/ ARCH 8' CMU VENEER BACK-UP T/W -14' - 0" COORDINATE TRANSITION ELEVATION w/ ARCHITECTURAL EPOXY WALL VERTICAL DOWELS INTO SLAB SLAB BEYOND SEE ARCH FOR MASONRY PIER EMBELISHMENTS SEE ARCH FOR PLAZA BUILD-UP SEE 7/VS404 PC LB BEYOND ON COLUMN PC DT PROFILE (AHEAD) STEP T/PC COLUMN TO ACCOMODATE BEAM DEPTHS #5 x @ 12" OC 1'-3"1'-3"#5 DOWELS @ 2'-0" OC MAX BOTH DIRECTIONS EPOXY 4" INTO PILE CAP SIZE EXTENSION SLAB TO FIT VARIOUS MASONRY PIER CONFIGURATIONS, SEE ARCH FOR PIER PROFILES. ALL TOP BARS HOOKED 8" VCW10 VCW12 SEE 3/VS405 SIM FOR STONE SUPPOR RELIEF ANGLES AND EMBEDS #4 HOOKED DOWELS @ 8" OC BETWEEN WALLS J.2 5 VS302 BEAM SLAB CONC WALL (CW) BEYOND PILE CAP T/PC -(SEE PLAN)1"BEARING PAD BY PC MFR (5) #8 w/ STD HOOKS EA END EXTEND 2'-6" INTO WALLS EA END (4)#6, (2) EA FACE (5) #8 w/ STD HOOKS EA END EXTEND 2'-6" INTO WALLS EA END #4 TIES@1'-0" OC (3)#8 TOP T/LDG -3' - 1" T/OPNG -5' - 1" #5 x1'-6"x1'-6" DOWELS @ 12" OC T/CONC -14' - 5" T/SLAB +0' - 4" T/W +1' - 8" CW12 VCW10 EPOXY DOWELS 6" INTO BASE SEE ARCHITECTURAL A407 FOR PANEL RELIEF AND GEOMETRY FOR TAPERED BARRIER WALL, NOMINAL 10" AT BASE. SEE 3/VS405 DOWELS w/ STD HOOKS TO MATCH WALL VERTICALS GRADE BEAM 6"PILE VERTICALS w/ STD HOOK @ TOP INTO GRADE BEAM #4x2'-0"x1'-6" DOWELS @ 1'-0" INTO SLAB SLAB T/SLAB +(SEE PLAN) T/GB -(SEE PLAN) CONC WALL (CW) T/GB -(SEE PLAN) FOUNDATION MAT CONC WALL (CW) SLAB T/SLAB +(SEE PLAN) x#5 12" OC2'-0"2'-0"4 VS302 HOOK BOTH ENDS OF TRANSVERSE BARS IN MAT J.2 14 5 VS302 (3)#8 @ JAMB (2) SETS OF (8)#8 #4 TIES @ 12" w/ (3) SPACES @ 2" @ TOP #3 TIES @ 12" w/ (3) SPACES @ 2" @ TOP 24" WALL 24" WALL SEGMENT 1' - 0"4' - 0" 4"1' - 8" AxL #4 TIES @ 12" w/ (3) SPACES @ 2" @ TOP (8)#8 16" WALL REINF EXTENDED THROUGH 24" WALL SEGMENT 4"4" 1.7 1.7 2' - 0" J.2 5 VS302 4 VS302 8.8 (11)#8 #4 TIES @ 12", (3) SPACES AT 2" AT TOP EXTEND WALL HORIZ INTO 24" WALL SEGMENT SS ROC PROFE.AI GNNIOLAE RER SASTATE OF 860325 NNID No. A ENI R M IED EG N TS E Y MOC DE c E R 28 22 16 H 11 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING MEI 15102 Sheet 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 15102 KEY PLAN VETERANS WAY SCALE: NTS By: Developer: Project: PLAN NORTH VETERANS WAYEXTENSIONCarmel, IN 46032SECTIONS AND DETAILS VS404 CONSTRUCTION DOCUMENT KLS JRH 04/29/16 04/29/16 SCALE:VS404 3/4" = 1'-0" 1SECTION SCALE:VS404 3/4" = 1'-0" 2SECTION SCALE:VS404 3/4" = 1'-0" 3SECTION SCALE:VS404 3/4" = 1'-0" 4SECTION SCALE:VS404 3/4" = 1'-0" 6SECTION SCALE:VS404 3/4" = 1'-0" 5SECTION SCALE:VS404 3/4" = 1'-0" 7SECTION No. Date Description SCALE:VS404 1/4" = 1'-0" 8WALL-COLUMN REINF J.2- 14 SCALE:VS404 1/4" = 1'-0" 9WALL-COLUMN REINF xL-1.7 SCALE:VS404 1/4" = 1'-0" 10WALL-COLUMN REINF J.2- 8.8