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HomeMy WebLinkAboutA404 01 WALL SECTIONS AND DETAIL.pdf2 A404 2'-0" T/ SILL ELEV. +102'-4" SLOPE 4 A403 WOOD ROOF TRUSS, REFER TO STRUCTURAL 10 ' - 6 " ROOFING MEMBRANE 3/4" ROOF SHEATHING R-20 RIGID INSUL. EXTERIOR SHEATHING FOUNDATION (REFER TO STRUCTURAL DRAWINGS) VAPOR BARRIER PERIMETER INSULATION 2" THICK (R-10) W/ CHAMFERED EDGE, TYP. EXTEND FINISH MASONRY ONE COURSE BELOW GRADE, TYP. JOIST BEARING ELEV. +112'-6 1/4" CL OF STUD WALL 3 3/8" METAL COPING CONT. CLEAT EA. SIDE PVC BOOT BY SITE CONTRACTOR, PAINT TO MATCH DOWNSPOUT, TYP. TIE DOWNSPOUT INTO UNDERGROUND STORM DRAIN SYSTEM, TYP. FLOOR LINE ELEV. +100'-0" T/ WALL FRAMING / MASONRY ELEV. +120'-1 7/8" 20 ' - 1 7 / 8 " 7' - 7 5 / 8 " 12 ' - 6 1 / 4 " 1' - 3 " 2' - 4 " 3 A404 12" GWB. W/ VAPOR BARRIER 2x6 WOOD FRAMING @ 16" O.C. R-21 BATT INSULATION CONC. SIDEWALK (REFER TO AS101) 12" COMPRESSIBLE FILLER W/ SEALANT 4"x12"x24" C.M.U., COORDINATE W/ ELEVATIONS CAVITY DRAINAGE MATERIAL FLASHING W/ METAL DRIP EDGE; CELLULAR VENTS/WEEPS @ 2'-0" O.C., TYP. CONTINUOUS MASONRY SILL W/ DRIP EDGE, COORDINATE W/ ELEVATIONS 12" COMPRESSIBLE FILLER W/ SEALANT CONCRETE SLAB ON GRADE 12" GWB. W/ VAPOR BARRIER 2x6 WOOD FRAMING @ 16" O.C. R-21 BATT INSULATION SILL GASKET BENEATH PLATE SOLID COLLAR JOINT 9" 3/8" 6" 2' - 0 " ARRISCRAFT MASONRY BAND ARRISCRAFT MASONRY BAND WEATHER BARRIER EXTERIOR SHEATHING WEATHER BARRIER MODULAR BRICK VENEER MASONRY ANCHOR AT 16" O.C. VERT. MODULAR BRICK VENEER ROOFING MEMBRANE 2x6 WOOD STUDS AT 16" O.C. EXTERIOR SHEATHING MODULAR BRICK VENEER MASONRY ANCHOR AT 16" O.C. VERT. DOWNSPOUT 3' - 1 0 5 / 8 " 8" 7" T / MASONRY ELEV. +113'-7 1/4" 4"8"4" 4" 7" REAR VIEW SEALED JOINT PER SMACNA STANDARDS CLOSURE FLANGE w/ SEALANT - REQUIRES CONTINUOUS MAINTENANCE FRONT VIEW CLOSURE FLANGE w/ SEALANT SEALED JOINT PER SMACNA STANDARDS DETAIL 1 DETAIL 2 CL OF STUD WALL 4" MEMBRANE FLASHING SEALED JOINT PER SMACNA STANDARDS CLOSURE FLANGE 2 3/4"3 3/8" DETAIL 1 WRAP ROOF MEMBRANE UP PARAPET WALL & UNDER METAL COPING EXTERIOR SHEATHING 9"9 3/8"3 3/8" 3/8" 1 1/4" RING SHANK NAILS (2 PER CLEAT FACE)3 1/4"6 1/8" SLOPE 1/4"/FT T/ WALL FRAMING / MASONRY REFER TO SECTIONS 5 5 / 8 " 3/8" 2" WRAP ROOF MEMBRANE UP PARAPET WALL & UNDER METAL COPING EXTERIOR SHEATHING COL 3 3/8"3 1/4" COL 2' - 0 " 3/ 8 " 1'-6" 1' - 6 " STEEL COLUMN (REFER TO FUEL CANOPY DWGS.) C - COLUMNL PANEL CLIP 2 x 4 WOOD FRAMING EXTERIOR SHEATHING FIBER CEMENT RAINSCREEN PANEL (STONE TEXTURE) SEALANT 4" CMU BELOW2'-0" 2' - 0 " 2'-3" 2' - 3 " EDGE OF MASONRY SILL STEEL COLUMN (REFER TO FUEL CANOPY DWGS.) C - COLUMNL MASONRY SILL ABOVE A404 6 L 4" x 12" x 24" CMU TO MATCH BUILDING A404 6 C - COLUMN PLAN DETAIL AT MASONRY BASE PLAN DETAIL AT FIBER CEMENT PANELS T.O. SLAB +100'-0" T.O. CURB +100'-6" STEEL TUBE COLUMN, SEE FUEL CANOPY DRAWINGS SITE PAVEMENT, SEE CIVIL DWGS FOR ELEVATION SEE FUEL CANOPY DRAWINGS FOR COLUMN FOUNDATION SIZE & DETAILS CONTINUOUS MASONRY SILL W/ DRIP EDGE TO MATCH BUILDING 4"x12"x24" C.M.U., TO MATCH BUILDING T.O. SILL +102'-10" FIBER CEMENT RAINSCREEN PANEL SYSTEM (STONE TEXTURE) TO MATCH BUILDING EXTERIOR SHEATHING ON 2x4 WOOD FRAMING STARTER TRACK BY PANEL MFR. PREFINISHED MTL FLASHING ON FULL BED OF MASTIC; EXTEND BEYOND PANEL SYSTEM, TYP. PANEL CLIP BOTTOM OF CANOPY STARTER TRACK BY PANEL MFR. 4" MASONRY ACCENT BAND TO MATCH BUILDING 12" SHIM AT ANCHOR, TYP. (2) 2 x 4 WOOD PLATE, TYP. METAL COUNTERFLASHING WELDED TO COLUMN WEEPS @ 24" O.C. METAL FLASHING 2x4 WOOD TOP PLATE COL C - COLUMNL 15# FELT PAPER, VENTED 65 8" TYPICAL SILL PROFILE 3 5 8 " DRIP EDGE, TYP. 2 5 8 " 112"518" 65 8" 3 5 8 " 2 5 8 " 1" 4"25 8" SILL PROFILE AT WINDOW 1" SILL PROFILE AT FUEL CANOPY 518" 3 5 8 " 25 8" 2 5 8 " 1" 212" A404 . WALL SECTIONS & DETAILS . . AS NOTED 1 SCALE 3/4" = 1'-0" WALL SECTION 2 SCALE 1 1/2" = 1'-0" DETAIL - THRU WALL SCUPPER 02-26-16 4 SCALE 1 1/2" = 1'-0" PARAPET DETAIL 3 SCALE 1 1/2" = 1'-0" PARAPET DETAIL @ BRICK 5 SCALE =1 1/2" = 1'-0" PLAN DETAIL - COLUMN ENCLOSURE AT FUEL CANOPY REV. NO. SPCR NO. 4927 EAST 146TH STREET 261 KAPPA DRIVE, DATE REVISIONS BY GIANT EAGLE, INC. PITTSBURGH, PA 15238 2016007.00 01-20-16 CARMEL, IN 46033 02-26-16 02-24-16 6 SCALE =3/4" = 1'-0" SECTION - COLUMN ENCLOSURE AT FUEL CANOPY 7 SCALE = 3" = 1'-0" DETAIL - MASONRY SILL PROFILES 108-18-16 BULLETIN #4--- 1 1 1