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HomeMy WebLinkAboutS405 Framing Sections1"EMBED PL 1/2X8X0-8" @ 32"OC W/ (4)- 1/2Ø X 5" H.S.A. 5/8"Ø THREADED ROD IN HILTI HY-150 ADHESIVE W/ 5" OF EMBEDMENT IN GROUTED CELL. HAND TIGHTEN NUT AND SCAR THREADS. L6X4X5/16" X 0'-6" (LLV) @32"OC W/ 2" VERT. SLOTTED HOLE IN 6" LEG CMU WALL NOTE: COORDINATE WITH ARCH. ON WHICH SIDE OF CMU WALL TO INSTALL CONNECTION. OPEN-CORE CONT. BOND BEAM W/ (2) #5 CONT. (4) #3 TIES EQ. SPACED #5 @ 12" OC EW CIP CONC. COLUMN - REF. PLAN & SCHED (4) #5 X 9'-0" BOTT. EW REF. PLANREF. PLANREF. PLAN SLAB REINF. AND PT NOT SHOWN FOR CLARITY GRID 1' - 0" 1' - 0" CMU BLOCK, DOWEL TO MATCH VERT. REINF. SIZE & SPA. (2) #4 CONT. (T&B) PT SLAB 3 #4 @12" O.C. #3 LINK @12" O.C. #4 CONT. REF. SHEAR WALL ELEV. 3" STYROFOAM OR EQUIV. REMOVE FOAM, CLEAN SURFACES AND FILL W/ NON-SHRINK GROUT AFTER 35 DAYS SMOOTH TROWEL FINISH W/ TWO LAYERS OF 1/4" TEMPERED MASONITE OR TWO LAYERS OF "MEL-ROL" CONC. SHEAR WALL, REF. SHEAR WALL ELEV. NOTE: BRACE WALL UNTIL FLOOR REACHES 75% DESIGN STRENGTH 1'-0" SE VARIES61/2" VARIES WALL CONSTRUCTION & VENEER PER ARCH'L EP-1 EMBED PLATES PER EMBED SCHEDULE @ 48" O.C. CONT L6x6x3_ 8 PT SLAB3/4"2nd FLOOR FF +15'-10 1_ 2" REBAR CONTINUITY @ SLAB STEP 1.0 LdREF. PLAN6 8 1/4"REF. PLAN1'-7 3/4"REF. PLAN RCB, REF. PLAN AND BEAM SCHED.CONC. SLAB, REF. PLAN FOR REINF. EMBED PL 1/2X8X0'-8" W/ (2)-1/2"Ø X 5" H.S.A. @48" O.C. (WHERE NEEDED FOR BRICK SUPPORT) CONT. L6x6x3/8 BRICK VENEER, REF. ARCH NOTE: SLAB REINF. NOT SHOWN FOR CLARITY FF. EL. REF. PLAN T.O.S. EL. REF. ARCH CONC. SLAB, REF. PLAN FOR REINF. NOTE: SLAB REINF. NOT SHOWN FOR CLARITY FF. EL. REF. PLAN FF. EL. REF. PLAN RCB, REF. PLAN AND BEAM SCHED. LOW SLAB TO REMAIN SHORED UNTIL UPPER SLAB AND RCB-2 HAVE BEEN POURED AND MADE 28 DAY STRENGTH CONC. SLAB, REF. PLAN FOR REINF. NOTE: SLAB REINF. NOT SHOWN FOR CLARITY FF. EL. REF. PLAN RCB, REF. PLAN AND BEAM SCHED. 4.5 2 LAYERS OF 30# FELT PAPER REF. PLAN FF. EL. REF. PLAN FF. EL. REF. PLAN 8" THK. CONC. TURN DOWN CURB, REF. FOR REINF. /7 S405 NOTE: SLAB REINF. NOT SHOWN FOR CLARITY CONC. SLAB, REF. PLAN FOR REINF. Engineer: By: Developer:WINDSOR BUILDING800 West Monon Green Blvd.Carmel, IN 46032COPYRIGHT & OWNERSHIP DOCUMENTS 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 2018 JAMES R. STUTZMAN, AIA, Carmel, Indiana. Set Issue Date Sheet Issue Date Drawn By Checked By Sheet Title: Sheet Number: Revision ID Issue Date Issue Name S405 BID PACKAGE 1- FOUNDATIONS GARAGE AND PODIUM STRUCTURE FRAMING SECTIONS 7/28/217/28/21 SCALE: 1 1/2" = 1'-0"S405 1 CMU ATTACHMENT AT TOP OF WALL SCALE: 3/4" = 1'-0"S405 2 SECTION AT DROP PANEL SCALE: 1" = 1'-0"S405 3 SECTION AT CORBEL W/ TEMP. RELEASE JOINT SCALE: 3/4" = 1'-0"S405 4 FRAMING SECTION SCALE: 1" = 1'-0"S405 5 SECTION AT SLAB STEP SCALE: 3/4" = 1'-0"S405 6 SECTION AT RCB-1 SCALE: 3/4" = 1'-0"S405 7 SECTION AT RAMP AND RCB-2 SCALE: 3/4" = 1'-0"S405 8 SECTION AT RCB-3 SCALE: 3/4" = 1'-0"S405 9 SECTION AT PED. RAMP