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Home My WebLink About025_VS401 - SCHEDULES.pdfCAP INFO NUMBER OF PILES 3 NET CAPACITY THICKNESS 42" REINFORCING SHORT DIRECTION (9) #8 THREE WAYS LONG DIRECTION -10' - 0 3/4"3' - 5 3/4"4' - 0"2' - 0 1/4"6' - 0 1/4"2' - 0 1/4"10' - 0 3/4" T Y P1' - 9 "10' - 0 3/4" NOTES: 1-180 DEG STD HOOKS ON ALL BOTTOM BARS 2-90 DEG STD HOOKS ON TOP BARS IF LISTED 3-PROVIDE 3" CLEAR ON BOTTOM AND SIDES FOR REINFORCEMENTS. 9'-2" 1'-9" 2'-10"2'-10" 5'-8"1'-9"9'-2"5'-8"2'-10"2'-10"1'-9"1'-9"CAP INFO NUMBER OF PILES 5 NET CAPACITY THICKNESS 48" REINFORCING SHORT DIRECTION (9) #11x8'-11" LONG DIRECTION (9) #11x8'-11" NOTES: 1-180 DEG STD HOOKS ON ALL BOTTOM BARS 2-90 DEG STD HOOKS ON TOP BARS IF LISTED 3-PROVIDE 3" CLEAR ON BOTTOM AND SIDES FOR REINFORCEMENTS.6"1' - 4"1' - 0"1' - 0"3"3"PILE CAP, GRADE BEAM OR MAT SLAB 3" CLR1' - 4" D IA (6) #6 VERT x 15'-0" (1) #7 VERT x FULL LENGTH #3 TIES @ 12" w/ (2) TIES @ 3" @ TOP (6) #6 VERT x 15'-0" (1) #7 VERT x FULL LENGTH #3 TIES @ 12" w/ (2) TIES @ 3" @ TOP CLR3"ø 1 ' - 6 " 16" PILE 18" PILE 1' - 9" CAP INFO NUMBER OF PILES NET CAPACITY THICKNESS 6x16" 48" REINFORCING SHORT DIRECTION LONG DIRECTION (11) #11 x 7'-0" BOTT (7) #11 x 11'-0" BOTT 11' - 6"7' - 6"4' - 0"4' - 0"1' - 9"1' - 9"4' - 0"1' - 9"NOTES: 1-180 DEG STD HOOKS ON ALL BOTTOM BARS 2-90 DEG STD HOOKS ON TOP BARS IF LISTED 3-PROVIDE 3" CLEAR ON BOTTOM AND SIDES FOR REINFORCEMENTS. 7' - 6" 1' - 9"4' - 0"1' - 9"7' - 6"1' - 9"1' - 9"4' - 0"CAP INFO NUMBER OF PILES NET CAPACITY THICKNESS 4 42" REINFORCING SHORT DIRECTION LONG DIRECTION (7) #11 x 7'-0" (7) #11 x 7'-0" NOTES: 1-180 DEG STD HOOKS ON ALL BOTTOM BARS 2-90 DEG STD HOOKS ON TOP BARS IF LISTED 3-PROVIDE 3" CLEAR ON BOTTOM AND SIDES FOR REINFORCEMENTS. 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 46032SCHEDULES VS401 CONSTRUCTION DOCUMENT KLS JRH 04/29/16 04/29/16 GRADE BEAM SCHEDULE (v2) Mark W x H Top Reinf Bottom Reinforcing Stirrups RemarksNo Size Long No Long Size Trans Size Trans Spa Size Spacing GB2 2'-6"x2'-6" 5 #6 5 #6 #4 1' - 0" STIRRUPS @ 8" WITHIN 2'-0" OF PILE CENTER GB3 2'-0"x2'-0" 3 #5 3 #5 #4 1' - 0" GB BC1 2'-0"x2'-0" 4 #6 4 #6 #4 1' - 0" PILE CAP TIE Concrete Wall Schedule Notes: 1. Provide concrete cover to closest bar as indicated. 2. Provide wheel spacers or CRSI Typ. Bar Bend T5 at 36" each way to assure adequate concrete cover. 3. See sections for all bars not included in schedule. 4. Horizontal Bar Location: In = Horiz. bars inside of verical bars, Out = Horiz. Bars outside of vert. bars. Slab on Grade Schedule Notes: 1. Reinforcing clearance is from the bottom of slab. Top reinforcing clearance is 2" typ. SCALE:VS401 1/4" = 1'-0" 1PG3 - 3 PILE GROUP SCALE:VS401 1/4" = 1'-0" 3PG5-5 PILE GROUP VW No. Date Description SCALE:VS401 3/4" = 1'-0" 5TYPICAL 16"Ø & 18"Ø PILES SCALE:VS401 1/4" = 1'-0" 4PG6 - 6 PILE GROUP SCALE:VS401 1/4" = 1'-0" 2PG4 - 4 PILE GROUP VMAT FOUNDATION SCHEDULE Mark Thickness Bottom Reinforcing Top Reinforcing Remarks Short Direction Long Direction Short Direction Long Direction Size Spa Size Spa Size Spa Size Spa VMAT50 4' - 2" #11 1' - 0" #11 1' - 0" #11 1' - 0" #11 1' - 0" ON PILES VSLAB ON GRADE SCHEDULE (v2) Mark Thickness Reinforcing Control Jt Depth Reinf Clearance Control Jt Spa Vapor Retarder Remarks VSOG6T 6" #5@ 8" BOTT SPAN DIR, #4@1'-0" EW TOP 0" 1" 0" None TOPPING SLAB EPOXY COATED BARS VSOG8N 8" #5@1'-0" EW CENTERED 2" 3" 20' - 0" None VSOG9N 9" #5@1'-0" EW TOP & BOT 3" 2" 25' - 0" None PILE CAP EXTN VSOG10N 10" #6@1'-0" SPAN DIR TOP & BOT, #3@1'-0" TRANS TOP & BOT 2" 3" 25' - 0" None SPANISH STEPS VSOG12N 1' - 0" #5@1'-0" EW TOP & BOT 3" 2" 25' - 0" None PILE CAP EXTN Mat Schedule Notes: 1. Top reinforcing clearance is 2" from the top of mat. 2. Bottom reinforcing clearance is 6" (across top of piles). VCONCRETE WALL SCHEDULE (v3 simple) Mark Width Horiz Reinf Vert Reinf Dowel Reinf Reinf Location Cover RemarksSize Spa Location Size Spa Size Spa VCW8 8" #4 1' - 0" #5 1' - 0" #5 1' - 0" Center CENTER VCW8SW 8" #5 6" #5 6" #5 6" Center VCS16 EXTENSION VCW10 10" #5 1' - 0" #5 10" #5 10" Ea Face BARRIERS VCW12 1' - 0" #5 8" #5 10" #5 10" Ea Face VCW16 1' - 4" #5 8" #6 8" #6 8" Ea Face VCW24 2' - 0" #5 8" #6 1' - 0" #6 1' - 0" Ea Face WALL CONSTRUCTION OR CONTROL JOINT SPACING THICKNESS MAX SPACING 8"12'-0" 10"14'-0" 12"16'-0" 16"25'-0" 24"30'-0"