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HomeMy WebLinkAboutS404 - FOUNDATION DETAILSCOLUMN ANCHOR RODS WITHIN TIES CONC PIER PIER VERT REINF SEE SCHEDULE CONC FOOTING T/P +(SEE PLAN) T/F +(SEE PLAN) 3" #3 TIES 2' - @ 8 12" 3/4" OC 2" 2" 1' - 10" 1' - 10" SEE PLAN SEE PLAN CLR PIER VERT REINF SEE SCHEDULE TIE A SECTION A 2" VERT REINFORCING HORIZ TIES 1' - 8" 10" 10" LENGTH L/2 L/2 1' - 8" 10" 10" LENGTH L/2 L/2 1' - 3" 1' - 3" SEE PLAN SEE PLAN 2" CLR (TYP) T/F +(SEE PLAN) T/F +(SEE PLAN) 1' - 0" MATCH FOOTING REINF IN SIZE AND NUMBER REQ'D 2'-0" 2'-0" FTG REINF FTG REINF 2 1 2'-1' 0" - MAX 0" 8" NEW CONC SLAB EXISTING CONC SLAB NEW CONC SLAB COAT WITH BONDING AGENT #5x1'-8"@12" USE HILTI HVA ADHESIVE CARTRIDGE TO BOND BAR TO EXISTING SLAB T/SLAB +(SEE PLAN) FUTURE GRADE COLUMN FOOTING OR GRADE BEAM SOFT UNSUITABLE SOILS EXCAVATED AND REPLACED WITH "CONTROLLED FILL" EXCAVATION LINE SEE SOILS REPORT FOR SLOPE d = DEPTH TO SUITABLE SOILS B d" B + d 2 1 d = DEPTH TO SUITABLE SOILS SOFT, UNSUITABLE SOILS EXCAVATED AND REPLACED WITH "LEAN CONCRETE". FOOTING OR GRADE BM FUTURE GRADE EXCAVATION LINE SEE SOILS REPORT FOR SLOPE B/FTG -(SEE PLAN) d" WIDTH FOOTING T/FOOTING -(SEE PLAN) SEE SCHEDULE 1 2 LAP LENGTH SEE TABLE FOR PVC SLEEVE AS REQUIRED BAR SIZE & NUMBER x 5'-0" TO MATCH FOOTING REINFORCING SEE WALL FOOTING SCHEDULE FOR REINFORCING 2'-0". 6" MIN #5 x 36" DOWELS @ 12" OC. DRILL INTO EXIST FTG & EPOXT SET w/ HILTI HIT HY150-ICE/MAX (EMBED 12") FOOTING REINFORCING EXISTING WALL AND FOUNDATION STEP IF REQ'D 9" FV CONC WALL FTG (WF) T/F -(SEE PLAN) T/F -(SEE PLAN) ROUGHEN CONTACT SURFACE & COAT w/ BONDING AGENT NEW CMU WALL WALL BEYOND (EXISTING) COLUMN CONC FTG (F) T/F -(SEE PLAN) CONC SLAB w/ BLOCKOUT AT COLUMN T/SLAB -(SEE PLAN) CONC FILL 1/2" EXP JT MAT'L COLUMN EX CONC FTG (F) T/F -(SEE PLAN) CONC SLAB w/ BLOCKOUT AT COLUMN T/SLAB -(SEE PLAN) CONC FILL 1/2" EXP JT MAT'L DRILL & EPOXY ANCHOR BOLTS INTO EXISTING FOOTING - SEE 4/S407 INTERIOR EXTERIOR SLOPE SEE CIVIL WALL FOOTING (WF) CMU WALL (MW) 2'-0" 2'-0" #4 x @ 12" OC T/SLAB (SEE PLAN) T/F (SEE PLAN) SEE ARCH FOR PERIMTER INSULATION DOORWAY (BEYOND) STOREFRONT GLAZING @ SIM 1/2" EXP JT MAT'L CMU WALL (MW) SLAB PAVEMENT (SEE CIVIL) VERT CMU REINF w/ STD HOOK T/SLAB SEE PLAN T/F SEE PLAN 2'-0" 4'-0" #4 x @ 12" OC SLAB WOOD FRAMED WALL (W, SW) 8" CMU GROUTED SOLID w/ #4 @ 24" OC DOWEL w/ STD HOOK (MATCH WALL REINF SIZE & SPACING) WALL FOOTING (WF) 4" CMU BELOW GRADE - STEP AS REQ'D (GROUT SOLID) GRADE OR PAVEMENT - SEE CIVIL GROUT VOIDS SOLID TO BOTTOM OF WEEPS BRICK VENEER - SEE ARCH SHEATHING 2x4 TREATED BOTTOM PLATE w/ 5/8"Ø TITEN HD ANCHOR @ 48" OC (UNO) (EMBED 4") (1) #4 x CONT RIGID INSULATION (SEE ARCH) ROUGHEN CONTACT SURFACE (1/4" AMPLITUDE MIN) T/SLAB SEE PLAN 1/2" EXP JT MAT'L SLAB SEE ARCH FOR INSULATION REQUIREMENTS CMU WALL (MW) EXISTING RETAINING WALL GROUT VOIDS SOLID DRILL & EPOXY VERT CMU REINF INTO EXISTING FOOTING (6" EMBED) EXISTING RETAINING WALL FOOTING T/F SEE PLAN DRILL & EPOXY VERT CMU REINF INTO EXISTING FOOTING (6" EMBED) T/F SEE PLAN T/SLAB SEE PLAN 1 1 THICKENED SLAB TURN DOWN THICKENED SLAB (4) #5 DOWELS w/ STD HOOK EXISTING RETAINING WALL FOOTING CMU WALL (MW) EXISTING RETAINING WALL GROUT VOIDS SOLID 15# ROOFING PAPER BOND BREAK T/SLAB SEE PLAN T/F SEE PLAN SHEATHING VENEER - SEE ARCH 5/8"Ø TITEN HD ANCHOR @ 48" OC (EMBED 4") GROUT VOIDS SOLID TO BOTTOM OF WEEPS #4 CONT 4" CMU BELOW GRADE - STEP AS REQ'D (GROUT SOLID) WOOD FRAMED WALL (W, SW) 2x4 TREATED BOTTOM PLATE SLAB #4 x 48" x 20" DOWEL @ 16" OC #4 DOWEL w/ STD HOOK @ 48" OC WALL FOOTING (WF) GRADE OR PAVEMENT - SEE CIVIL RIGID INSULATION (SEE ARCH) 8" CMU (GROUT SOLID) T/SLAB SEE PLAN T/F SEE PLAN #4 CONT (TYP) SLAB #4 x 4'-0" DOWEL w/ STD HOOK @ 16" OC (TYP) #4 DOWEL w/ STD HOOK @ 48" OC DOOR THRESHOLD - SEE ARCH 1/2" EXP JT MAT'L PAVEMENT - SEE CIVIL 8" CMU (SOLID GROUT) WALL FOOTING (WF) RIGID INSULATION (SEE ARCH) WOOD COLUMN (WC) SIMPSON 'CB44' COLUMN BASE 1/2" EXP JT MAT'L PAVEMENT - SEE CIVIL CONCRETE PIER - SEE PLAN FOOTING (SEE PLAN) WOOD FRAMED WALL (W,SW) PRESSURE TREATED BOTTOM PLATE THICKENED SLAB (THKS) - SEE SCHEDULE 5/8"Ø TITEN HD ANCHOR @ 48" OC (UNO) (EMBED 4") SEE SCHEDULE SCHEDULE SEE T/SLAB (SEE PLAN) WALL FOOTING (WF) 4" OR 6" CMU BELOW GRADE (MATCH VENEER THICKNESS) VENEER - SEE ARCH GROUT VOIDS SOLID GRADE OR PAVEMENT (SEE CIVIL) T/F (SEE PLAN) BOND BEAM w/ (1) #5 CONT 6" CMU WALL (MW) SEE ARCH FOR FOUNDATION INSULATION REQUIREMENTS VERT CMU REINF w/ STD HOOK SLAB (FUTURE) STOREFRONT (FUTURE) 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING MEI 16054 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 H EREIN 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 G ROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS M AY 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) By: Developer: Project: FOUNDATION DETAILS S404 Park East Retail Carmel, Indiana KLS CRR 12/22/16 12/22/16 SCALE: 3/4" = 1'-0" S404 TYPICAL PIER ELEVATION 1 SCALE: 3/4" = 1'-0" S404 TYPICAL PIER DETAIL 2 SCALE: 3/4" = 1'-0" S404 TYP FOOTING STEP 3 SCALE: 3/4" = 1'-0" S404 TYPICAL SECTION @ EXIST SLAB 5 SCALE: 3/4" = 1'-0" S404 CONTROLLED FILL DETAIL 6 SCALE: 3/4" = 1'-0" S404 LEAN CONCRETE FILL DETAIL 7 SCALE: 3/4" = 1'-0" S404 TYP SLEEVE DETAIL @ WALL FTG 4 SCALE: 3/4" = 1'-0" S404 NEW FTG TO EXIST FTG DETAIL 8 No. Date Description SCALE: 3/4" = 1'-0" S404 TYPICAL COLUMN BASE SECTION 9 SCALE: 3/4" = 1'-0" S404 10 TYPICAL COLUMN BASE @ EXISTING COLUMN SCALE: 3/4" = 1'-0" S404 SECTION 12 SCALE: 3/4" = 1'-0" S404 SECTION 13 SCALE: 3/4" = 1'-0" S404 SECTION 14 SCALE: 3/4" = 1'-0" S404 SECTION 15 SCALE: 3/4" = 1'-0" S404 SECTION 16 SCALE: 3/4" = 1'-0" S404 SECTION 17 SCALE: 3/4" = 1'-0" S404 SECTION 18 SCALE: 3/4" = 1'-0" S404 SECTION 19 SCALE: 3/4" = 1'-0" S404 WALL FTG SECTION 11 04/16/18 Nick Mishler