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HomeMy WebLinkAboutS410 - SECTIONS & DETAILS15 4" 1' - 1" T/STL +(SEE PLAN) T/STL +(SEE PLAN) 1/4 2-6 1/4 2-6 DECK BEAM - CONNECT TO STIFF PLATE 3/8" STIFF PLATE @ EACH BEAM (GALV) 5/16"x1'-1" x CONT LINTEL PLATE (GALV) L4x4x1/4 x CONT BEAM (GALV) VENEER - SEE ARCH SHEATHING - SEE ARCH 6"x16 GA CFS WALL FRAMING @ 16" OC 1/4 2-12 2x CONT WOOD BLOCKING HSS GIRT P T/STL +(SEE PLAN) T/STL +(SEE PLAN) 1/4 2-6 1/4 2-6 DECK 5/16"x1'-1" x CONT LINTEL PLATE (GALV) L4x4x1/4 x CONT BEAM (GALV) VENEER - SEE ARCH SHEATHING - SEE ARCH 6"x16 GA CFS WALL FRAMING @ 16" OC 1/4 2-12 2x CONT WOOD BLOCKING HSS GIRT 4" 1' - 1" 3/8" STIFF PLATE (GALV) 3/8" CONNECTION PLATE BEAM L3x3x1/4 @ 5'-0" OC 1/4 TYP 11.9 T/STL +(SEE PLAN) 2x CONT WOOD BLOCKING HSS GIRT VENEER - SEE ARCH SHEATHING - SEE ARCH 6"x16 GA CFS WALL FRAMING @ 16" OC T/STL +(SEE PLAN) DECK BEAM 1/4 2-12 L4x4x1/4 x CONT 6"x16 GA CFS WALL FRAMING @ 16" OC CFS SLIP TRACK CONNECTION T/SLAB +(SEE PLAN) T/F -(SEE PLAN) T/SLAB VARIES -(SEE PLAN) 8" #4 x CONT 2'-0" 2'-0" #4 x @ 12" OC SLAB CONC WALL (CW) SLAB 1/2" EXP JT MAT'L WALL FOOTING (WF) L6x6x3/8xCONT (GALV) w/ 1/2"DIA x 6" HEADED STUDS @ 24" OC (OMIT @ SIM) KEYWAY T/RAMP SLAB +(VARIES) T/F -(SEE PLAN) T/SLAB VARIES +(SEE PLAN) T/WALL +(SLOPE w/ RAMP) 1/2" EXP JT MAT'L SLAB WALL FOOTING (WF) CONC WALL (CW) 1/2" EXP JT MAT'L RAMP GUARDRAIL - SEE ARCH EMBED POST 6" INTO TOP OF WALL - SOLID GROUT AROUND POST 3/4" CHAMFER 4" T/SLAB +(SEE PLAN) #4 x CONT 2'-0" 2'-0" #4 x @ 12" OC SLAB CONC WALL (CW) T/F -(SEE PLAN) WALL FOOTING (WF) T/SLAB +(SEE PLAN) SEE ARCH FOR DIMENSIONS AND NUMBER OF TREADS AND RISERS CONT KEYWAY #4 x CONT (TYP) #5@12" OC EA WAY #5@ 12" OC EA WAY, EA SIDE OF STAIR DRILL & EPOXY VERT REINF INTO SLAB (EMBED 4" MIN) 2" CLR (TYP) SLAB T/SLAB (SEE PLAN) FOOTING (F) 4" OR 6" CMU BELOW GRADE (MATCH VENEER THICKNESS) VENEER - SEE ARCH GROUT VOIDS SOLID GRADE OR PAVEMENT (SEE CIVIL) T/F (SEE PLAN) 6" CMU WALL (MW) SEE ARCH FOR FOUNDATION INSULATION REQUIREMENTS VERT CMU REINF w/ STD HOOK SLAB (FUTURE) RUN WALL FTG REINF CONT THRU FTG (TYP) COLUMN (BEYOND) BOND BEAM w/ (1)#5xCONT ALIGN FACE OF STUDS w/ INTERIOR FACE OF CMU 6" CFS STUD WALL 1/2"Ø TITEN HD ANCHOR FRAMING @ 32" OC MAX (EMBED 4") 1/2" EXP JT MAT'L (FUTURE) T/SLAB (SEE PLAN) WALL FOOTING (WF) 4" OR 6" SOLID CMU BELOW GRADE (MATCH VENEER THICKNESS) VENEER - SEE ARCH GROUT VOIDS SOLID GRADE OR PAVEMENT (SEE CIVIL) T/F (SEE PLAN) 8" CMU (MW) SEE ARCH FOR FOUNDATION INSULATION REQUIREMENTS VERT CMU REINF w/ STD HOOK SLAB 1/2" EXP JT MAT'L WALL FOOTING (WF) T/F (SEE PLAN) 8" CMU (MW) (GROUT SOLID BELOW T/SLAB EL) SEE ARCH FOR FOUNDATION INSULATION REQUIREMENTS VERT CMU REINF w/ STD HOOK SLAB SLAB (FUTURE) 1/2" EXP JT MAT'L INTERIOR EXTERIOR SLOPE SEE CIVIL WALL FOOTING (WF) 6" CMU WALL 2'-0" 2'-0" #4 x @ 16" OC T/SLAB (SEE PLAN) T/F (SEE PLAN) SEE ARCH FOR PERIMTER INSULATION 1/2" EXP JT MAT'L 8" CMU WALL SLAB PAVEMENT (SEE CIVIL) #4 DOWEL w/ STD HOOK @ 16" OC M.5 T/STL +(SEE PLAN) T/OPNG +(SEE ARCH) T/WALL +(SEE ARCH) EOD - SEE PLAN VENEER - SEE ARCH CMU BOND BEAM w/ (2) #4 x CONT STEEL LINTEL: HSS8x2x3/8 w/ 5/16"x5 1/2" CONT BOTTOM PLATE (GALV) 16" BRG @ ENDS BEAM L6x4x1/4 x CONT (LLH) w/ 3/4"Ø x 2" VERT SLOTTED HOLES FOR 5/8"Ø HILTI KWIK BOLT III ANCHORS @ 2'-0" OC (EMBED 4") DECK 1/4 2-12 (2) COURSE CMU BOND BEAM LINTEL (PROVIDE 16" BRG @ ENDS) 2 @ 6 2 @ 6 1 1/4" 4 1/4" BOND BEAMw/ (2)#4 x CONT #3 STIRRUPS @ 16" OC (4)#7xCONT (2 TOP, 2 BOTTOM) PROVIDE 180 DEGREE HOOK @ ENDS VERT CMU REINF 11.9 T/SLAB (SEE PLAN) WALL FOOTING (WF) 4" OR 6" SOLID CMU BELOW GRADE (MATCH VENEER THICKNESS) VENEER - SEE ARCH GROUT VOIDS SOLID GRADE OR PAVEMENT (SEE CIVIL) T/F (SEE PLAN) SEE ARCH FOR FOUNDATION INSULATION REQUIREMENTS VERT CMU REINF w/ STD HOOK SLAB (FUTURE) 1/2" EXP JT MAT'L (FUTURE) SHEATHING CFS WALL FRAMING @ 16" OC (16 GAGE MIN) BOND BEAM w/ (1)#5xCONT 1/2"Ø TITEN HD ANCHOR @ 32" OC MAX (EMBED 4") 6" CMU WALL (MW) 3 T/SLAB (SEE PLAN) WALL FOOTING (WF) 4" OR 6" SOLID CMU BELOW GRADE (MATCH VENEER THICKNESS) VENEER - SEE ARCH GROUT VOIDS SOLID TO BOTTOM OF WEEPS GRADE OR PAVEMENT (SEE CIVIL) T/F (SEE PLAN) SEE ARCH FOR FOUNDATION INSULATION REQUIREMENTS VERT CMU REINF w/ STD HOOK SLAB (FUTURE) 1/2" EXP JT MAT'L (FUTURE) BOND BEAM w/ (1)#5xCONT 1/2"Ø TITEN HD ANCHOR @ 32" OC MAX (EMBED 4") (OMIT @ SIM) 6" CMU WALL (MW) SHEATHING (OMIT @ SIM) CFS FRAMED WALL (OMIT @ SIM) 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: SECTIONS & DETAILS S410 Park East Retail Carmel, Indiana Author Checker 12/22/16 07/27/17 No. Date Description SCALE: 3/4" = 1'-0" S410 SECTION 1 SCALE: 3/4" = 1'-0" S410 SECTION 2 SCALE: 3/4" = 1'-0" S410 SECTION 3 SCALE: 3/4" = 1'-0" S410 SECTION 4 SCALE: 3/4" = 1'-0" S410 SECTION 5 SCALE: 3/4" = 1'-0" S410 SECTION 6 SCALE: 3/4" = 1'-0" S410 SECTION @ COLUMN 7 SCALE: 3/4" = 1'-0" S410 WALL FTG SECTION 8 SCALE: 3/4" = 1'-0" S410 SECTION 9 SCALE: 3/4" = 1'-0" S410 WALL FTG SECTION 10 SCALE: 3/4" = 1'-0" S410 SECTION 11 SCALE: 3/4" = 1'-0" S410 SECTION 12 SCALE: 3/4" = 1'-0" S410 WALL FTG SECTION 13 04/16/18 Nick Mishler