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HomeMy WebLinkAboutA5-29-DETAILS-Rev.31 3/4" FRT PLYWD SHEATHING T.O. PARAPET 4'-4" ABV. ROOF DECK 1/2"1" 1/4" 1"3" FRT WD BLOCKING E.I.F.S. TRIM GFRC PLINTH, BEYOND 3/4" FRT PLYWD SHEATHING ROOF MEMBRANE - 3 5/8" STRUCT. STL STUDS - V.I.F. 3"4"3/4"1"1/2"1 1/2"4 3/4"CONT. CLIP PRE-FIN MTL COPING -FASTEN ON BACK SIDE W/ S.S. FASTENERS @ 12" O.C. ALIGN BACK-SIDE w/ ADJ. 6" PARAPET STUDS LAP OVER T.O. PARAPET & OVER CONT. CLIP 21 LEVEL 2 16' - 0" Z 2"2' - 0" (V.I.F.)2"1' - 4" (V.I.F.)2" 2" MAX +/- 3' - 10" (V.I.F.)2" MAX 2"2"2"+/- 6'-3"1" ALUM PICKETS SPACED TO REJECT A 4" DIA. SPHERE. 2"x2" TUBE PRIMARY RAIL FRAME 1" DEEP STANDOFFS, BEYOND. EXTERIOR WALL FINISH LAG SCREWS @ BOTTOM REF. DETAIL FOR FASTENER TYPE CLAY PAVERS SEALANT & BACKER ROD STEEL POUR STOP FLASHING 1 A5-29 GRANITE WATER TABLE TOPPING SLAB EXISTING ALUM GUARD NOTE:PAINT GUARD RAIL TO MATCH EXISTING ALUM GUARDS (FROM LOWEST PAVING)3' - 6 1/2"EXPANSION JOINT 1/2"4"X4" ALUM BRACKETS TO SECURE NEW RAIL TO EXISTING LEVEL 2 16' - 0" 32 T.O. GUARD RAIL 3' - 6 1/2" ABV PAVERS 2"x2" TOP & BTM TUBES 1 1/2" x 1 1/2" PICKETS SPACED TO REJECT A 4" DIA. SPHERE CLAY MASONRY PAVERS ROLLED BITUMINOUS SETTING BED CONC. TOPPING SLAB W.P. MEMBRANE, LAP OVER CURB AND POUR STOP CONC. MUD SLAB UNDERLAYMENT-SLOPE TO DRAIN STRUCT. STL BM W/ 2 HR RATED FIREPROOFING 2 1/2" STRUCT. STL STUD FRAMING 6" STRUCT. STL STUD FRAMING 2"3' - 1"2"1' - 3"2"1' - 3"2"+/- 6' - 3"1/4" TYP. 1 1/2" 1" STAND-OFFS 2"1" 6" TALL CONC CURB 12"x6"x3/8" BENT PLATE POUR STOP 1"X FRT WD BLOCKING 3/4" BACKER ROD AND SEALANT 1" 2" 2X FRT WD BLOCKING GALV. 3/8" LAG SCREW1 1/2"4"x4" ALUM 'L' BRACKETS TO SECURE NEW RAIL TO EXISTING 2"x 2" VERT. POSTS @ EACH END A5-29 2 LEVEL 2 16' - 0" 32 5" EXPANSION ANCHORS @ 16" O.C. MAX. 2"1"+/- 4 1/2" FIRE RATED EXTERIOR WALL ASSEMBLY -REF. DOCUMENTS 2 1/2" STRUCT. STL FRAMING 3/8" MASONRY SCREW OR 3/8" EXPANSION ANCHOR OR 3/8" THREADED ROD NUT & WASHER -3" MIN EMBEDMENT 1"x FRT WD BLOCKING MTL FLASHING, LAP OVER WD NAILER & FASTEN @ T.O. NAILER 3/4" BACKER ROD & SEALANT 12" x 6" x 3/8" BENT PLATE POUR STOP W.P. MEMBRANE, LAP OVER CURB & POUR STOP PRE-FINISHED GUARD RAIL 6" TALL CONC. CURB CONC. MUD SLAB W.P. MEMBRANE ON MUD SLAB CONC. TOPPING SLAB CLAY MASONRY PAVERS ON ROLLED BITUMINOUS SET BED 1/2"1 5/8"LEVEL 3 32' - 0" D 1' - 0" CURBCOUNTER SLOPE TOPPING @ CURBS ROOF MEMBRANE TERMINATION BAR SEALANT COUNTERFLASHING S.S. FASTENERS @ 16" O.C. PRE-FIN MTL COPING PEDESTRIAN TERRACE 8"4"1"6"PRE-FIN ALUM GUARDRAIL & MOUNTING BRACKET CONC. CURB CONT. CLIP CONT. SELF ADHERED MEMBRANE. LAP OVER COUNTERFLASHING & OPP. SIDE OF CURB SELF-ADHERED MEMBRANE OVER GUARDRAIL BRACKETS SEALANT ROOF LEVEL 3 32' - 0" D PEDESTRIAN TERRACEROOF SIKALASTIC TRAFFIC SYSTEM -LAP OVER SCUPPER -WRAP UP CURB 4" SHEET METAL FLASHING SLOPED END SINGLE PLY SEALANT @ ALL MEMBRANE EDGES, TYP. WELDED SHEET METAL FLASHING T.O. CONC. CURB BEYOND T.O. FLASHING WRAPPED UP SIDE OF CUT CONC. CURB -BEYOND PRE-FIN MTL COPING WRAP SELF-ADHERED MEMBRANE OVER WELDED SHEET MTL FLASHING, BEYOND 3/4"2 1/4" PRE-FINISHED 1 1/2" x1 1/2"x1" x 18 GA. MTL BRACKET WITH HEMMED EDGE. PUNCH 1/4" DIA HOLES IN BTM @ 12" O.C. LED STRIP LIGHT FIXTURE (FULL LENGTH) CONT. BEAD OF SEALANT - DO NOT COVER HOLES IN BRACKET SLOPE @ 1:2 1"9 A5-29 1 3/8"1 5/8" 1/2" FRT PLYWD SHEATHING 1/2" GLASS MAT GYP. SHEATHINGTYP.1 1/2"2 1/4"3/4" 1 3/8"1 5/8"3/8"PRE-FINISHED 1 1/2"x1 1/2"x1"x 18GA MTL BAFFEL w/ HEMMED EDGE 1 1/2" LED STRIP LIGHT FIXTURE (FULL LENGTH)1"TYP.1 1/2"5/8" GLASS MAT GYP. SHEATHING 1/2" FRT PLYWD SHEATHING 1/2"1/4" DIA. DRAIN HOLES @ 12" O.C. DASHED LINE INDICATES SEALANT BELOW DRAWING NO. DATE GSB PROJECT NO. DRAWING TITLE 3555 NW 58TH Street Suite 700-W Oklahoma City, OK 73112 T: 405.848.9549 F: 405.848.9783 www.gsb-inc.com Copyright ©GSB, Inc A5-29 10/24/19 DETAILS 171528 CARMEL, INCARMEL, IN 2018 ARCHITECT GSB, INC 3555 NW 58th Street, Suite 700W Oklahoma City, OK 73112 405 / 848-9549 CIVIL ENGINEER Circle Design Group 9229 Delegates Row, Suite 150 Indianapolis, IN 46240 317 / 706-2075 STRUCTURAL ENGINEER StructurePoint 7260 Shadeland Station Indianapolis, IN 46256 317 / 547-5580 MEP ENGINEER Circle Design Group 9229 Delegates Row, Suite 150 Indianapolis, IN 46240 317 / 706-2075 INTERIOR DESIGNER HBA Hirsch Bedner Associates 171 17th Street NW, Suite 600 Atlanta, GA 30363 404 / 873-4379 FOOD SERVICE CONSULTANT Ricca Design Studios 5325 South Valentia Way Greenwood Village, CO 80111 303 / 928-1333 ISSUED FOR CONSTRUCTION 3" = 1'-0"A5-29 6 PARAPET CAP BTWN GRIDS P & T 1 1/2" = 1'-0"A5-29 3 PAVER TERMINATION @ EAST END 1 1/2" = 1'-0"A5-29 1 PAVER TERMINATION - EAST END 20 RFI #130 RFI #130 RFI #134 3" = 1'-0"A5-29 2 PAVER TERMINATION - EAST END -ENLARGED RFI #130 3" = 1'-0"A5-29 4 SECTION THROUGH CONCRETE CURB 3" = 1'-0"A5-29 5 SECTION THROUGH SHEET METAL SCUPPER RFI #131RFI #131 6" = 1'-0"A5-29 7 MARQUEE LIGHTING - BASE 6" = 1'-0"A5-29 8 MARQUEE LIGHTING - TOP 21 6" = 1'-0"A5-29 9 BOTTOM LIGHT FIXTURE BRACKET REVISIONS NO. DATE DESCRIPTION 20 11/06/2019 General Revisions 21 12/04/2019 General Revisions