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C <br />B <br />A <br />A <br />17 T.O. STEEL <br />T.O. STEEL <br />17 <br />T.O. STEEL <br />_ <br />A3 f <br />— — — <br />— A3 1 <br />— — — <br />— — <br />22 4" <br />22 - 4 <br />22' - 4" <br />I <br />I <br />STEEL BEAM. RE: STRUCTURAL <br />I I <br />I <br />17 <br />A3.1 <br />' <br />CEMENT BOARD LAP SIDING OVER <br />ONE LAYER HIGH DENSITY <br />CEMENT BOARD LAP SIDING OVER ONE <br />POLYETHYLENE BARRIER OVER ONE <br />LAYER HIGH DENSITY POLYETHYLENE <br />K <br />LAYER BUTYL RUBBER MEMBRANE <br />- BARRIER OVER ONE LAYER BUTYL <br />_ <br />CEMENT BOARD LAP SIDING OVER ONE <br />BARRIER OVER 5/8" EXTERIOR <br />RUBBER MEMBRANE BARRIER OVER 5/8" <br />LAYER HIGH DENSITY POLYETHYLENE <br />GRADE PLYWOOD SHEATHING. <br />EXTERIOR GRADE PLYWOOD SHEATHING <br />BARRIER OVER ONE LAYER BUTYL <br />RE: EXTERIOR ELEVATIONS <br />RUBBER MEMBRANE BARRIER OVER <br />SINGLE PLY ROOFING SYSTEM <br />5/8" EXTERIOR GRADE PLYWOOD <br />SINGLE PLY <br />SHEATHING. RE: EXTERIOR ELEVATIONS <br />ROOFING SYSTEM <br />A <br />.. - <br />- , <br />, <br />' <br />8 METAL STUD <br />R30 BATT INSULATION, TYP. <br />RE: STRUCTURALIx <br />ELL <br />— JST. BRG, FRONT <br />JST. BRG. FRON — _ <br />_ <br />8" METAL STUD. RE: STRUCTURAL <br />17' -10" <br />17' -10"7 <br />STEEL BEAM, <br />STEEL BEAM. <br />RE: STRUCTURAL <br />RE: STRUCTURAL <br />STEEL BEAM. RE: STRUCTURAL <br />STEEL JOIST, BEYOND. <br />RE: STRUCTURAL <br />INSULATE VOIDS AT BEAMS <br />INSULATE VOIDS AT BEAMS <br />STEEL JOIST. RE: STRUCTURAL <br />18 <br />A7 <br />R30 BATT INSULATION (TYP.) <br />_ HANGER ROD ANCHOR <br />15' - 2" <br />I <br />I <br />TRIM BOARD, <br />I <br />- <br />RE: EXTERIOR ELEVATIONS <br />— — — — — <br />— — <br />T.O. CLERESTORY <br />13'-6" <br />1/2" GWB TO <br />R30 BATT INSULATION <br />UNDERSIDE OF DECK <br />2' X 2' ACOUSTICAL <br />I <br />I <br />TILE CEILING <br />8" METAL STUD. <br />STOREFRONT SYSTEM <br />RE: STRUCTURAL <br />' <br />, <br />I <br />STOREFRONT SYSTEM <br />TRIM BOARD. <br />' <br />_ <br />8" 16-GA. MTL. <br />RE: EXTERIOR ELEVATIONS <br />STUDS (� 24"O.C• <br />I <br />TRIM BOARD, TYP. RE: <br />FASCIA PANEL I <br />EXTERIOR ELEVATIONS <br />0 <br />I I <br />TUBE STEEL BEAM. <br />5/8 M.R. <br />RE: STRUCTURAL <br />GWB CEILINGCD <br />_ _ _ <br />CD <br />' — — — <br />_ _ <br />— — — — — — — — — — — — — <br />_ _ _ _ _ _ _ <br />CD <br />— — — — — <br />_ _ _ <br />- - <br />B.O.OVERHANG <br />SIM <br />28 <br />- - - -SOFFIT - - <br />- - - <br />- - <br />26 <br />A3.1 <br />A3.1 <br />/ <br />STOREFRONT SYSTEM <br />DOWNSPOUT BEYOND <br />5 <br />PRE -CAST ADHERED <br />STOREFRONT SYSTEM <br />A6.2 SIM <br />MANUFACTURED STONE <br />WATERTABLE/SILL <br />— T.O. MULLION &3SILL <br />T.O. MULLION & SILL — — <br />— <br />T.O. MULLION &3 SILL <br />_ <br />— <br />11 <br />ADHERED MANUFACTURED <br />STONE VENEER OVER ONE LAYER <br />.' <br />HIGH DENSITY POLYETHYLENE <br />BARRIER OVER ONE LAYER <br />8 <br />5 <br />BUTYL RUBBER MEMBRANE <br />A6.1 <br />A6.1 SIM. <br />BARRIER OVER 5/8" EXTERIOR <br />TERRAllO FLOOR FINISH <br />GRADE PLYWOOD SHEATHING <br />TERRAllO :. <br />TERRAZZO FLOOR FINISH <br />FLOOR FINISH <br />1/2" EXPANSION JOINT <br />g <br />CONCRETE SLAB. <br />W/ SEALANT, TYP. <br />A6.1 <br />RE: STRUCTURAL <br />, <br />. t a 1\\ <br />r <br />, <br />• <br />t , <br />CONCRETES LAB. <br />.......... <br />' <br />CONCRETE SLAB ��� � � •-�� -��� <br />------ <br />S ,. <br />RE: TRUCTURAL <br />,. <br />' <br />RE STRUCTURAL <br />.-. <br />,. <br />t_i <br />.. __ <br />CONCRETE FOOTING.: <br />_ <br />__,_, ____ _,__ ______ .,._._ <br />L. <br />_..... _____ ________ .__._ _____ _ _ ___ ______ ______ ____._ <br />_______ _____ ._..._ <br />- <br />RESTRUCTURAL <br />, <br />' . ,• <br />;; <br />... <br />1 FRONT WALL SECTION <br />2 FRONT WALL SECTION <br />3 FRONT WALL SECTION <br />A6A 3/4" = V-0" <br />A 3/4" =1,-0„ <br />ADHERED MANUFACTURED <br />ADHERED MANUFACTURED STONE <br />STONE VENEER OVER ONE LAYER <br />I <br />VENEER OVER ONE LAYER HIGH <br />CEMENT BOARD LAP SIDING OVER ONE <br />HIGH DENSITY POLYETHYLENE <br />�I , <br />30# ELASTOMERIC SELF ADHERING <br />DENSITY POLYETHYLENE BARRIER <br />LAYER HIGH DENSITY POLYETHYLENE <br />I <br />BARRIER OVER ONE LAYER <br />FOUNDATION PVC <br />MEMBRANE WRAP 12" UP SHEATHING <br />OVER ONE LAYER BUTYL RUBBER <br />BARRIER OVER ONE LAYER BUTYL <br />BUTYL RUBBER MEMBRANE <br />_ <br />WEEP SCREED FWS 875 <br />7/8" STUCCO FINISH OVER 3,4# <br />AND 6" DOWN FOUNDATION <br />MEMBRANE BARRIER OVER 5/8" <br />RUBBER MEMBRANE BARRIER OVER <br />j <br />BARRIER OVER 5/8" EXTERIOR <br />ALUMINUM GLAZING <br />ALUMINUM STOREFRONT <br />�' <br />CONT. MTL FLASHING W/ HEMMED I <br />SELF FURRING GALVANIZED <br />STEEL COLUMN <br />EXTERIOR GRADE PLYWOOD <br />5/8" EXTERIOR GRADE PLYWOOD <br />SHEATHING. RE: EXTERIOR ELEVATIONS <br />I <br />I <br />GRADE PLYWOOD SHEATHING <br />FRAME <br />FRAME <br />EDGES, SET IN A BED OF SEALANT. <br />METAL LATH OVER ONE LAYER <br />RE: STRUCTURAL <br />SHEATHING <br />I <br />SELF -FURRING GALV. LATH & <br />i o o <br />\ <br />> <br />ALIGN FRONT EDGE OF FLASHING `I <br />HIGH -DENSITY POLYETHYLENE <br />SELF -FURRING GALV. LATH & <br />i <br />30# ELASTOMERIC SELF <br />SCRATCH COAT. EXTEND TO <br />1" INSULATED — <br />1/2' SEALANT & <br />1" INSULATED <br />WITH FACE OF STUCCO 1 <br />BARRIER OVER ONE LAYER <br />PVC WEEP SCREED, <br />SCRATCH COAT. EXTEND TO <br />I <br />ADHERING MEMBRANE <br />FOUNDATION <br />TEMPERED GLAZING <br />i <br />BACKING ROD <br />TEMPERED GLAZING <br />BUTYL RUBBER MEMBRANE <br />COLOR: WHITE <br />FOUNDATION <br />WRAP 12" UP SHEATHING <br />AND 6" DOWN FOUNDATION <br />LAP HIGH DENSITY POLYETHENE <br />BARRIER OVER FLASHING <br />t i <br />1/2" TERRAllO 777 ; 'lotWRAP <br />_ \MIN. <br />1/2" TERRAZZO BRAKE METAL <br />6" DOWN SLAB <br />1/2 to 3/4 MAX. -�* o <br />,b•=' T <br />BARRIER OVER 5/8" EXTERIOR- <br />GRADE PLYWOOD SHEATHING. <br />- - <br />LAP HIGH DENSITY POLYETHENE <br />BARRIER OVER FLASHING <br />STARTER STRIP <br />1/2" to 3/4" MAX. <br />PVC WEEP SCREED, <br />COLOR: WHITE —� I <br />CONT. MTL FLASHING W/ <br />HEMMED EDGES (HOLD FROM <br />FRONT OF STONE 1/4" MIN. <br />CONIC. SLAB ON <br />VAPOR RETARDER I <br />i <br />I <br />/ <br />CONIC. SLAB ON -- EDGE BRAKE METAL TO <br />( <br />VAPOR RETARDER MATCH STOREFRONT) <br />- <br />T-- ! <br />'' = I .: <br />- 1 ' • - I ' <br />EXTEND LATH TO FOUNDATION. <br />RE: EXTERIOR ELEVATIONS <br />5/8" BITUMINOUS <br />EXPANSION JOINT —� <br />1/2" TERRAZZO <br />o <br />T <br />1 r <br />CONT. MTL FLASHING W/ <br />HEMMED EDGES (HOLD FROM <br />FRONT OF STONE 1/4" MIN.) <br />CONT. MTL FLASHING W/ <br />HEMMED EDGES, SET IN A BED <br />s ' •� <br />IN A BED OF SEALANT <br />' <br />• <br />3„ I <br />1 <br />8" METAL STUDS <br />SET <br />/ ° <br />' : :' 6 <br />" '; <br />CONIC. SLAB ON <br />SET IN A BED OF SEALANT <br />OF SEALANT. ALIGN FRONT <br />' = -' <br />SELF FURRING METAL LATH AND <br />- <br />o <br />_ <br />- 1/2" TO 3/4" MAX. <br />_ ; , ` ° ' . ' •'; , ' % } <br />'' <br />> ° �_ ` _ ^ <br />- ° e <br />3" X 8" PRE CAST �, I �i <br />VAPOR B ARRIER <br />1/2" to 3/4" MAX. <br />EDGE OF FLASHING WITH <br />° <br />3"' <br />SCRATCH COAT BEHIND PRE- <br />1/2" TERRAllO <br />„ T <br />%_ <br />° : , <br />, _' . ' = . ° : , , d�' ; <br />,g <br />_ - <br />: ° : a' .. ING <br />;; • _� _, :. 4., + LANDSCAP <br />= <br />STONE BASE OD I <br />• • <br />FACE OF STARTER STRIP. <br />CASE STONE BASE <br />CONC. SLAB ON <br />4 3" X 8 PRE CAST STONE BASE <br />,., <br />• ..,.' ; ` <br />° <br />° MATERIAL <br />° • •- '• a. '. • " ' ~- • " •- , _'. °. - + + <br />30# ELASTOMERIC SELF <br />`� <br />3" X 8" PRE -CAST <br />• Q CO <br />VAPOR BARRIER <br />:. _co <br />` : �, _ ; ._ . ,. _ ; ,�� _ , <br />- e _ „ <br />- a,. • <br />ADHERING MEMBRANE. I <br />STONE BASE <br />:.. , , ,; _ :' ° <br />• <br />.. ; .': CONCRETE SIDEWALK <br />,.- ° I <br />WRAP SHEATHING � •� ••-' <br />P 12" UP <br />�'� �' <br />N <br />,• - <br />:...... ; . r - , c <br />• de . <br />RE CIVIL <br />#x• '- '; <br />a <br />AND 6" DOWN FOUNDATI - <br />ON.; N <br />3 X 8 PRE CAST STONE BASE <br />30# ELASTOMERIC SELF- <br />♦: <br />1 <br />ADHERING <br />RING MEMBRANE.�, <br />v <br />" <br />.._..: .. - -. -.. ..• - .., . ° <br />:........... f <br />.._.__ , ° . _ . .. - -• <br />; . :__. _ �� <br />_._._._:.: 1/2 EXPANDABLE FILLER <br />:..........: <br />: RECESSEC &CAULKED <br />_ .. - , • �a - <br />::.. _; ;...... :. .= . <br />, ._....-_; <br />N <br />... L <br />SIDEWALK <br />AND 6" DOWN FOUNDATION <br />. <br />o- <br />, <br />SIDEWALK <br />:. _, i <br />:. <= , <br />� <br />: _ THICKENED SLAB <br />• ' , b. _' : - THICKENED SLAB AT <br />__________; ____• - ;. ° , _ _.. STOREFRONT <br />1/2 EXPANDABLE FILLER, <br />RECESSED &CAULKED v <br />CAULK WITH SIKAFLEX SL <br />:. - <br />5/8 BITUMINOUS <br />t. CAULK WITH SIKAFLEX SL <br />• s <br />• <br />...... STOREFRONT <br />��:.: <br />FOUNDATION <br />1/2" EXPANDABLE FILLER <br />:::< <br />EXPANSION JOINT <br />S <br />...,. FOUNDATION <br />.. <br />.. .. <br />._......................................................................:..... <br />: -` ..----: <br />_ : <br />�� � <br />.....:..: :.....:..:..: ...... ...... ...... ....... ....... <br />::. .. .. .. <br />.. <br />`•�,,.: <br />RE: STRUCTURAL <br />D &CAULKED <br />RE. STRUCTURAL <br />r <br />CONCRETE FOUNDATION <br />" <br />CONCRETE FOUNDATION . <br />RE: STRUCTURAL <br />RE: STRUCTURAL <br />_ <br />5 PERIMETER BASE FLASHING <br />8 SECTION AT STOREFRONT GLAZING <br />g SECTION @ STOREFRONT GLAZING @ LANDSCAPING <br />10 FOUNDATION FLASHING D TAIL <br />@ STUCCO <br />11 BASE FLASHING <br />@ COLUMNS <br />12 FOUNDATION FLASHING DETAIL <br />@ SIDING <br />A6.1 1 1/2" =1'-0" <br />A6.1 3" =1'-0" <br />A6.1 1 1/2" = V-0" <br />A6.1 3" =1'-0" <br />«.'.� <br />co <br />co <br />Y_ <br />rn <br />�a <br />W <br />°C <br />Z <br />a <br />J <br />U) <br />Q <br />Z <br />m <br />Z, <br />w <br />cf) <br />z <br />3: <br />Lu <br />Q , <br />U <br />O <br />N <br />Qw <br />0 <br />N <br />LO <br />00 <br />N <br />LO <br />ui <br />cr <br />0 <br />F_ <br />T <br />C) <br />T <br />N <br />>L <br />J <br />CO <br />m °'3 <br />LL <br />00 <br />LL <br />z <br />� J <br />Q <br />W 2 <br />W <br />Q <br />0 <br />z <br />U <br />Q <br />M <br />W <br />W <br />0 <br />N <br />U) <br />J_ <br />Q <br />Lu <br />0 <br />0 <br />z <br />z <br />0 <br />U <br />Lu <br />J <br />w J <br />J <br />w <br />w <br />m <br />Mo <br />': <br />� <br />N <br />(o <br />d <br />0 <br />co <br />7 <br />a <br />m <br />i�uj <br />I Q' <br />) <br />a <br />! <br />� <br />0 <br />z <br />o <br />z <br />F- rn <br />C) oo <br />O N <br />a <br />N <br />�.,) <br />F <br />10 <br />Z <br />Q � <br />o <br />uW <br />he <br />w Un <br />0 <br />