Laserfiche WebLink
T.O. STET <br />22' - 4" <br />STEEL JOI <br />RE:STRUC <br />1/2" GWB T <br />UNDERSID <br />T.O. CLE <br />13'-6" <br />SUSPENDI <br />TILE CEILII <br />CONTINUC <br />CAULKING <br />1/2" GWB <br />TUBE STEI <br />RE: STRU( <br />B.O.OVE <br />9'- 0" <br />CONTINUC <br />PERIMETE <br />T.O. MUl <br />3'-0" <br />TERRAZZ( <br />CONCRET <br />RE: STRU( <br />T.O. SLA <br />0' 0" <br />1 SIDE WALL SECTION <br />A6.2 3/4" = V-0" <br />CONT. 8" HORIZONTAL <br />STEEL STUD @ HT. <br />3'-0" A.F.F. -- - <br />SIMPSON A-21 OR MIN. 22 <br />GA. CONT. MTL SUPPORT <br />BRACKET W/ HOLDING <br />CAPACITY 5 LBS/LF, <br />SIMPSON A-21 BRACKETS <br />SHALL BE SPACED AT 16" <br />O.C. OR (2) BRACKETS PER <br />SILL PIECE. BRACKETS <br />SHALL BE ATTACHED <br />USING GALVANIZED <br />SCREWS, PENETRATING <br />STUD MIN V _ <br />5 STONE DETAIL @ SIDING <br />A6.2 3" =1'-0" <br />12 13 <br />CEMENT BOARD LAP SIDING OVER ONE <br />LAYER HIGH DENSITY POLYETHYLENE <br />BARRIER OVER ONE LAYER BUTYL <br />RUBBER MEMBRANE BARRIER OVER 5/8" <br />EXTERIOR GRADE PLYWOOD SHEATHING. <br />RE: EXTERIOR ELEVATIONS <br />BATT INSULATION <br />8" METAL STUD. RE: STRUCTURAL <br />TRIM BOARD TYP. <br />RE: EXTERIOR ELEVATIONS <br />STOREFRONT SYSTEM <br />SHIM AS REQUIRED <br />2X P,T. WOOD BLOCKING AS REQ'D <br />SINGLE PLY ROOFING SYSTEM. <br />UP WALL 8" MIN. <br />SIM <br />26 <br />A3.1 •. <br />I <br />J <br />IT <br />3EFRONT SYSTEM <br />:XPANSION JOINT W/ SEALANT, TYP. <br />CEMENT BOARD LAP SIDING OVER <br />ONE LAYER HIGH DENSITY <br />POLYETHYLENE BARRIER OVER <br />ONE LAYER BUTYL RUBBER <br />MEMBRANE BARRIER OVER 5/8" <br />EXTERIOR GRADE PLYWOOD <br />SHEATHING <br />AMICO SCREED, AMMWS-780-780, <br />COLOR: WHITE <br />CONT. 8" HORIZONTAL <br />STEEL STUD @ HT. <br />SEALANT UNDER SCREED REQ.'D <br />3' 0" A.F.F. <br />MINIMAL GAP <br />PRE -CAST ADHERED MANUFACTURED <br />SIMPSON A-21 OR MIN. 22 <br />STONE WATERTABLESILL <br />GA. CONT. MTL SUPPORT <br />BRACKET W/ HOLDING <br />ADHERED MANUFACTURED STONE <br />CAPACITY 5 LBS/LF. <br />VENEER <br />SIMPSON A-21 BRACKETS <br />2.5# SELF -FURRING GALVANIZED <br />SHALL BE SPACED AT 16" <br />METAL LATH <br />O.C. OR (2) BRACKETS PER ' <br />SILL PIECE. BRACKETS <br />MORTAR SCRATCH COAT AND <br />SHALL BE ATTACHED <br />SETTING BED <br />USING GALVANIZED <br />ONE LAYER HIGH DENSITY SCREWS, PENETRATING <br />POLYETHYLENE BARRIER OVER ONE STUD MIN 1" <br />LAYER BUTYL RUBBER MEMBRANE <br />BARRIER OVER 5/8" EXTERIOR GRADE <br />PLYWOOD SHEATHING <br />6 STONE DETAIL @ STUCCO <br />A6.2 3" = V-0" <br />EEL <br />T.O. ST <br />2 4" <br />mw <br />1/2" GWB TO <br />UNDERSIDE OF <br />DECK <br />WALK-IN BOX <br />INSULATED <br />PANELS <br />1/2" CEMENT BOARD <br />@ WALK-IN BOXES <br />1 <br />I 17 <br />A3.1 <br />011�1' 0" GWB ABOVE <br />CEMENT BOARD <br />BELOW <br />STEEL BEAM. RE: STRUCTURAL <br />INSULATE VOIDS AT BEAMS <br />BATT INSULATION <br />7/8" STUCCO FINISH OVER 3.4# SELF - <br />FURRING GALVANIZED METAL LATH OVER <br />ONE LAYER HIGH -DENSITY POLYETHYLENE <br />BARRIER OVER ONE LAYER BUTYL <br />RUBBER MEMBRANE OVER 5/8" EXTERIOR <br />GRADE PLYWOOD SHEATHING <br />6 <br />A6.2 <br />PRE -CAST ADHERED <br />T.O. MULLION &SILL <br />MANUFACTURED STONE <br />3-0" <br />WATERTABLE/SILL <br />5 <br />ADHERED MANUFACTURED STONE <br />VENEER OVER ONE LAYER HIGH <br />A6.1 <br />TERRAZZO <br />DENSITY POLYETHYLENE BARRIER OVER <br />FLOOR FINISH -- <br />ONE LAYER BUTYL RUBBER MEMBRANE <br />BARRIER OVER 5/8" EXTERIOR GRADE <br />PLYWOOD SHEATHING <br />CONCRETE SLAB, <br />RE: STRUCTURAL <br />T.O.SLAB B <br />S _ <br />0' 0" <br />-......... : ........_ , ; ............ ; . <br />:.. <br />.......... , ; ...........::.----..': <br />� �1 /2 EXPANSION JOINT W /:., ......,.'........ <br />i ;....._._ <br />•.---------- <br />it ;.. <br />-____. <br />- <br />_ - <br />�S EALANT TYP. iii <br />t. <br />.. <br />-__.-. <br />____-. <br />2 SIDE WALL SECTION <br />A6.2 3/4" = V-0" <br />7/8" STUCCO FINISH OVER 3.4# SELF - <br />FURRING GALVANIZED METAL LATH <br />OVER ONE LAYER HIGH DENSITY <br />POLYETHYLENE BARRIER OVER ONE <br />o 0 <br />15/16" ANCHOR <br />LAYER BUTYL RUBBER MEMBRANE <br />BOLT HOLE <br />BARRIER OVER 5/8" EXTERIOR GRADE <br />41/2" <br />PLYWOOD SHEATHING <br />/— AMICO SCREED, AMMWS-780-780, <br />BASE PLATE (TOP VIEVI� <br />COLOR: WHITE <br />/- - SFALANT UNDER SCREED REQ.'D <br />i <br />I <br />MINIMAL GAP <br />j <br />4" SCHEDULE of <br />0 <br />ui <br />40 PIPE > <br />,-- PRE -CAST ADHERED MANUFACTURED <br />:5o0 <br />I <br />STONE WATERTABLE/SILL <br />o <br />4-1/2" SLEEVE � I I <br />I <br />ADHERED MANUFACTURED STONE <br />OVER 4" PIPE o <br />VENEER <br />= <br />m <br />I <br />2.5# SELF -FURRING GALVANIZED <br />I <br />METAL LATH <br />MORTAR SCRATCH COAT AND <br />1/2" THICK <br />BASE PLATE <br />SETTING BED <br />I <br />ONE LAYER HIGH DENSITY <br />I <br />POLYETHYLENE BARRIER OVER ONE <br />LAYER BUTYL RUBBER MEMBRANE <br />BARRIER OVER 5/8" EXTERIOR GRADE <br />T.O. STEEL <br />NU 22'- 4" <br />SINGLE PLY <br />ROOFING SYSTEM <br />JST. BRG. REAR <br />16'- 4 3/4" <br />1/2" GWB TO <br />UNDERSIDE OF DECK <br />11'-0" GWB ABOVE <br />CEMENT BOARD <br />BELOW <br />e <br />WALK-IN BOX INSULATED <br />PANELS <br />1/2" CEMENT BOARD <br />@ WALK-IN BOXES - <br />L <br />I 17 <br />A3.1 <br />7/8" STUCCO FINISH OVER 3.4 <br /># SELF -FURRING GALVANIZED <br />METAL LATH OVER ONE <br />LAYER HIGH DENSITY <br />POLYETHYLENE BARRIER <br />OVER ONE LAYER BUTYL <br />RUBBER MEMBRANE BARRIER <br />OVER 5/8" EXTERIOR GRADE <br />PLYWOOD SHEATHING <br />STEEL BEAM. <br />RE: STRUCTURAL <br />INSULATE VOIDS <br />AT BEAMS <br />6 <br />A6.2 <br />PRE -CAST ADHERED <br />T.O. MULLION &SILL _ _ MANUFACTURED STONE <br />3' 0" WATERTABLE/SILL <br />ADHERED MANUFACTURED <br />STONE VENEER OVER ONE LAYER <br />HIGH DENSITY POLYETHYLENE <br />BARRIER OVER ONE LAYER BUTYL <br />RUBBER MEMBRANE BARRIER <br />OVER 5/8" EXTERIOR GRADE <br />PLYWOOD SHEATHING <br />TERRAllO 5 <br />FLOOR FINISH <br />A6.1 <br />Im <br />CONCRETE SLAB __. ____ ___--- _ <br />RE: STRUCTURAL ...... .---- <br />3 REAR WALL SECTION <br />A6.2 3/4" -1'-0" <br />PLYWOOD SHEATHING BOLLARD COVER <br />BY IDEAL SHIELD <br />BOLLARD ELEVATION <br />(J� GENERATOR BOX BOLLARD DETAIL <br />7/8" THICK 3-COAT STUC <br />FINISH IN ACCORDANCE <br />FLORIDA BUILDING CODI <br />CHAPTER 25 & ASTM C9,' <br />3.4# SELF -FURRING MET <br />LATH INSTALLED IN <br />ACCORDANCE WITH FLC <br />BUILDING CODE CHAPTE <br />ONE LAYER HIGH-DENSI' <br />POLYETHYLENE BARRIE <br />OVER ONE LAYER BUTYI <br />RUBBER MEMBRANE BA <br />5/8" EXTERIOR -GRADE <br />PLYWOOD SHEATHING <br />OVER 8" METAL STUDS <br />g STUCCO DETAIL TYP. <br />A6.2 1 1/2" = V-0" <br />METAL FRAMING <br />RE: STRUCTURAL <br />ONE LAYER HIGH DENSITY <br />POLYETHLENE BARRIER <br />OVER ONE LAYER BUTYL <br />RUBBER MEMBRANE <br />BARRIER OVER 5/8" <br />PLYWOOD SHEATHING — <br />STUCCO "BROWN" COAT, <br />LEVELING COAT — <br />— <br />STUCCO"SCRATCH"BASE <br />COAT OVER SELF FURRING <br />METAL LATH <br />STUCCO FINISH COAT <br />RE: ELEVATIONS — - <br />7/8" TOTAL STUCCO <br />THICKNESS <br />T.O. STEEL <br />11 <br />22'- 4" <br />1/2" GWB TO <br />UNDERSIDE OF DECK <br />B.O. 1 01, OVERHANG <br />NOTE: ALL EXTERIOR <br />WALLS TO HAVE R-30 <br />INSULATION <br />STEEL BEAM. <br />RE: STRUCTURAL <br />INSULATE VOIDS AT BEAMS <br />7/8" STUCCO FINISH OVER 3.4# SELF - <br />FURRING GALVANIZED METAL LATH OVER <br />ONE LAYER HIGH -DENSITY POLYETHYLENE <br />BARRIER OVER ONE LAYER BUTYL RUBBER <br />MEMBRANE BARRIER OVER 5/8" EXTERIOR <br />GRADE PLYWOOD SHEATHING <br />SOFFIT <br />TRIM BOARD, TYP. <br />RE: EXTERIOR ELEVATION <br />7/8" STUCCO FINISH OVER 3.4# SELF - <br />FURRING GALVANIZED METAL LATH OVER <br />ONE LAYER HIGH -DENSITY POLYETHYLENE <br />BARRIER OVER ONE LAYER BUTYL RUBBER <br />MEMBRANE BARRIER OVER 5/8" EXTERIOR <br />GRADE PLYWOOD SHEATHING <br />T.O. MULLION &SILL <br />PRE -CAST ADHERED MANUFACTURED <br />3' - 0" <br />STONE WATERTABLE/SILL <br />ADHERED MANUFACTURED STONE VENEER <br />OVER ONE LAYER HIGH DENSITY <br />POLYETHYLENE BARRIER OVER ONE LAYER, <br />BUTYL RUBBER MEMBRANE BARRIER OVER <br />5/8" EXTERIOR GRADE PLYWOOD SHEATHING <br />5 <br />TERRAZZO <br />A6.1 <br />FLOOR FINISH <br />1/2" EXPANSION JOINT W/ SEALANT, TYP. <br />� T.O. SLAB <br />ol <br />..._._ <br />CONCRETE SLAB. <br />__ it <br />z <br />' <br />RE: STRUCTURAL _._. <br />:._.. <br />;, <br />._..___._.- -_-.; ; _______ <br />it <br />___ <br />I j <br />4 SIDE WALL SECTION <br />A6.2 3/4" =1'-0" <br />METAL STUDS <br />5/8" EXTERIOR PLYWOOD <br />SHEATHING OVER METAL STUDS <br />ONE LAYER HIGH -DENSITY <br />POLYETHYLENE BARRIER OVER ONE <br />LAYER BUTYL RUBBER MEMBRANE <br />MINIMUM 1 1/4" OVERLAP <br />FIBER CEMENT LAP SIDING <br />(COORDINATE WITH MFR'S <br />CURRENT MIAMI-DADE NOA) <br />CONCEALED FASTENER MIN. <br />NO.8-18, 0 0.375" HEAD X 1-34' <br />LONG BUGLE -HEAD SCREW <br />EXPOSED FASTENER MIN. 0.075" SHANK <br />X 2" LONG CORROSION RESISTANT <br />METAL STUD FINISH NAIL (PIN) <br />NOTE: BOTH CONCEALED AND EXPOSED FASTENERS SHALL BE <br />SPACED 7" O.C. MAX. VERICALLY AND 16" O.C. HORIZONTALLY <br />LAP SIDING HVHZ DETAIL <br />S2 <br />cc <br />0 <br />Coo <br />.: <br />A" <br />I <br />V <br />{ <br />M <br />CO <br />^ <br />T <br />LIJ <br />Q <br />� <br />J <br />J <br />U) <br />Q <br />Z <br />•m <br />Z <br />w U <br />z � LL1 <br />Q <br />w Q <br />Q <br />O <br />U N <br />0 <br />N <br />F- <br />Lb <br />N <br />Lo <br />O <br />U) <br />T <br />O <br />T <br />� <br />N <br />p dN- <br />>u <br />J <br />c� <br />m cy' <br />Lo <br />J <br />p ILLQQ <br />LLQ <br />Z <br />J <br />J <br />— J <br />W — <br />a <br />ob Er <br />T <br />O <br />U <br />Q <br />co = <br />CL <br />G� <br />w <br />O <br />W <br />N <br />m <br />a <br />U) <br />Q <br />uj <br />0 <br />z <br />Q <br />Z <br />0 <br />U <br />�Lu <br />V ) <br />J <br />J <br />w <br />J <br />H <br />Lu <br />w <br />w <br />°r <br />� <br />o <br />N <br />CM <br />0 <br />a� <br />c� <br />3 <br />O <br />d <br />m <br />C <br />•x <br />N <br />U) <br />Ix <br />0 <br />w <br />a <br />o <br />�zl <br />o <br />z <br />F— <br />Ln <br />0-1 <br />N <br />0 <br />o <br />w <br />W <br />o <br />Z <br />Y <br />O <br />w <br />Q <br />W <br />n <br />cv <br />F- <br />o <br />oC <br />a <br />OC <br />= <br />a <br />o <br />c <br />0 <br />A6,2 <br />1 1/2" =1'-0" <br />1 1/2" = V-0" <br />