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TO PARAPET <br />FRAMING <br />38'-6" AFF <br />12" X 4-1/2" EIFS TRIM <br />STUCCO OVER DENS --- <br />GLASS SHEATHING <br />JOIST BEARING °O <br />34'-2" AFF <br />EIFS TRIM. RE: A502-7 <br />T 0 FRAMED <br />OPENING <br />31'-10" AFF <br />B 0 FRAMED <br />OPENING <br />26'-0"AFF <br />N <br />w <br />o�z <br />o�= <br />z u� <br />U)ow <br />:z <br />CnW� <br />w <br />ui>0 <br />WCn <br />0 <br />Iwo <br />> <br />JOIST BEARING <br />17'-8 3/4" AFF <br />FUTURE SIGN BY <br />TENANT <br />CULTURED STONE <br />VENEER OVER FRT <br />PLYWOOD SHEATHING <br />TO ARCH_ <br />I l'-0" AFF <br />WINDOW BEYOND <br />RE: A601 <br />ALUM. STOREFRONT SYSTEM <br />RE: A601 <br />no ,B' E� ,B <br />PREFIN ALUM PARAPET <br />i CAP. RE: A501-2 i <br />I I <br />I I I <br />I <br />II I <br />II I <br />II I <br />II � <br />II I <br />II I <br />II I <br />I I I <br />II I <br />II I <br />II I <br />II � <br />II I I <br />Ili I <br />I <br />III <br />III <br />I j <br />I I <br />I <br />II <br />I I <br />I <br />I <br />1I <br />I I <br />I I <br />I <br />I I <br />I I <br />I•�' <br />T <br />RE: A501-2 FOR TYP <br />PARAPET WALL DETAIL <br />RE: A141 FOR ROOF <br />SYSTEM INFORMATION <br />STRUCTURAL STEEL, <br />RE: STRUCTURAL <br />SPANDREL WINDOW, <br />RE: A601 <br />6" X 1" EIFS TRIM <br />AROUND WINDOW <br />EIFS TRIM. RE: A502-5 <br />EIFS TRIM. RE: A502-7 <br />LIGHT GAUGE FRAMING. — <br />RE: STRUCTURAL <br />4" X 3" EIFS TRIM <br />CONTINUE ROOF INSULATION <br />INSIDE OF TOWER <br />%4' PER FT MIN SLOPE <br />�- STRUCTURAL STEEL, <br />ALL FRAMED EXTERIOR WALLS <br />RE: STRUCTURAL <br />TO BE FILLED WITH MN. R19 <br />BATTEN INSULATION. (NOT <br />SHOWN FOR CLARITY) <br />�- LIGHT GAUGE FRAMING. <br />RE: STRUCTURAL <br />ALL EXTERIOR FRAMED WALLS <br />TO BE MIN 1 HR FIRE RATED. <br />EXTEND SHEATHING ALL THE <br />GYP BOARD <br />WAY TO UNDERSIDE OF ROOF <br />SHEATHING <br />DECK. RE: UL DETAIL U415 <br />RE: A501-2 FOR <br />TYP PARAPET <br />WALL DETAIL <br />RE: A141 FOR <br />ROOF SYSTEM <br />INFORMATION <br />I I III 1 <br />I III <br />I I OF SLAB AND SIDEWALK I I <br />I I I I I I I <br />SIDEWALK I I CONCRETE SLAB ON COMPACTED GRADE I I <br />SLOPE 1% MIN - I I W/ VAPOR BARRIER, RE:STRUCTURAL I I <br />2% MAX I I I I <br />TO FLR SLAB <br />0'-0" AFF <br />I I <br />I I I I <br />I I I f <br />I I I I <br />1 Canopy Section <br />Scale 1/2"=T-0" <br />COLUMN FOOTINGS BEYOND. <br />RE:STRUCTURAL <br />I I I I <br />-----.I----_T-J_L----I <br />I I I I <br />TO PARAPET <br />FRAMING <br />Y 34'-10" AFF <br />12" X 4-1/2" EIFS TRIM <br />STUCCO OVER DENS <br />GLASS SHEATHING <br />TO WINDOW <br />OIL ROUGH OPENING <br />31'-10" AFF <br />.h JOIST BEARING <br />30'-10" AFF <br />B 0 WINDOW <br />OL ROUGH OPENING <br />26'-0" AFF <br />STUCCO OVER DE <br />GLASS SHEATHIN <br />PINEAPPLE GROV <br />MEDALLION. RE: <br />ELEVATIONS <br />JOIST BEARING <br />17'-8" AFF <br />DRIP SCREED. FRY <br />REGLET, DS-75-75 <br />FUTURE SIGN BY TENANT <br />REPLACE DENS GLASS WITH <br />FRT PLYWOOD FOR 4' X 12' <br />AREA BEHIND EACH FUTURE <br />SIGN. RE: ELEVATIONS. <br />3/4" STUCCO OVER 5/8" <br />DENSGLASS SHEATHING <br />B 0 SOFFIT <br />FRAMING <br />9'4' AFF <br />CANVAS AWNING OVER ALUM. FRAME. G.C. TO PROVIDE SIGNED & SEALED <br />SHOP DWGS FROM A FL. REGISTERED <br />ENGINEER TO THE ARCHITECT FOR <br />REVIEW & AS NEEDED FOR PERMITTING <br />DRIP SCREED. FRY REGLET, DS-75-75 - <br />ALUM. STOREFRONT <br />SYSTEM. RE: A601 <br />SIDEWALK <br />SLOPE 1% MIN - <br />2% MAX <br />TO FLR SLAB <br />0'-0" AFF <br />2 Canopy Section <br />Scale 1/2"=1'4' <br />PREFIN ALUM PARAPET <br />CAP. RE: A501-2 <br />RE: A501-2 FOR TYP <br />PARAPET WALL DETAIL <br />RE: A141 FOR ROOF <br />SYSTEM INFORMATION <br />%" PER FT MIN SLOPE <br />STRUCTURAL STEEL,— <br />RE:STRUCTURAL <br />SPANDREL WINDOW. <br />RE: A601 <br />6" X 1" EIFS TRIM <br />AROUND WINDOW <br />EIFS TRIM. RE: A502-5 <br />EIFS TRIM. RE: A502-7 <br />LIGHT GAUGE FRAMING. <br />RE: STRUCTURAL <br />7,4" <br />CONTINUE ROOF INSULATION <br />INSIDE OF TOWER <br />%" PER FT MIN SLOPE <br />I I <br />II — <br />I I I I <br />i <br />I I I I <br />ill I <br />0 STRUCTURAL STEEL, <br />RE: STRUCTURAL <br />II _ <br />— - LIGHT GAUGE FRAMING. <br />RE:STRUCTURAL <br />1 I I <br />I I 1 <br />STRUCTURAL STEEL, <br />RE: STRUCTURAL <br />14 <br />GYP BOARD SHEATHING <br />I I <br />I I I <br />I I ALL FRAMED EXTERIOR WALLS <br />I TO BE FILLED WITH MIN. R19 <br />BATTEN INSULATION. (NOT <br />SHOWN FOR CLARITY) <br />I I <br />I ALL EXTERIOR FRAMED WALLS <br />TO BE MIN 1 HR FIRE RATED. <br />EXTEND SHEATHING ALL THE <br />WAY TO UNDERSIDE OF ROOF <br />I DECK. RE: UL DETAIL U415 <br />I <br />I <br />PARAPET WALL <br />BEYOND. RE: <br />ROOF PLAN <br />II I <br />II I <br />PREFIN ALUM <br />GUTTER. RE: <br />A501-3 <br />I <br />RE: A501-2 FOR <br />TYP PARAPET <br />WALL DETAIL <br />II I <br />PREFIN ALUM <br />DOWNSPOUT TO <br />SPLASHBLOCK <br />BELOW. RE: <br />A501-3 <br />OUTLINE OF <br />I PARAPET WALL <br />BEYOND. RE: <br />ROOF PLAN <br />I <br />RE: A141 FOR <br />ROOF SYSTEM <br />INFORMATION <br />1� <br />2" EXP, JOINT BETWEEN EDGE <br />OF SLAB AND SIDEWALK <br />CONCRETE SLAB ON COMPACTED GRADE <br />W/ VAPOR BARRIER, RE:STRUCTURAL <br />COLUMN FOOTING BEYOND. <br />RE:STRUCTURAL <br />- - - - - - - - - - - - - <br />I I <br />I I <br />I I <br />B-C, D, <br />PARAPq1 WALL BEYOND. <br />RE: R09 PLAN <br />i <br />SHINGLES. SEE <br />NOTE AT RIGHT. RE: A50R 2 FOR ROOF <br />RIDGE [ TAIL <br />TO DORMER <br />OL FRAMING I I 12 <br />25' 8"AFF 6 \ \ <br />SELF-SEF LING <br />SHINGL OVER 30# <br />ROOF EAVE. RE: A502-1, SIM / / / / 1 1 FELT 0E R 5/8" FRT <br />PLYW06 <br />SPANDREL WINDOW. RE: A601 <br />RE: A50, 16 FOR ROOF <br />TERMIN TION DETAIL <br />EIFS TRIM. RE: A502-9 / / <br />1 <br />SHINGLES. SEE NOTEAT RIGHT. / / RE: A50112 FOR TYP <br />PARAPq1 WALL DETAIL <br />PREFIN ALUM GUTTER TIED INTO 1 <br />DOWNSPOUT HIDDEN IN COLUMN <br />BEYOND. ALL DOWNSPOUTS TO BE / RE: A14FOR ROOF <br />TIED DIRECTLY INTO SITE STORM SYSTEM INFORMATION <br />DRAINAGE SYSTEM UNDERGROUND. <br />RE: ROOF PLAN & A5024 ems' 714" <br />B 0 TRUSS ' /" P� FT <br />--- --- --_ --- MIN OPE <br />OL FRAMING - �_ <br />- - - - - - 18'-4"AFFjok <br />JOIST BEARING <br />17'-8" AFF <br />i I I <br />I <br />I � <br />RE: A502-1 FOR ROOF - <br />EAVE DETAIL ( CONTINUE ROOF INSULATION <br />-- I UNDER TRUSS TO EXTERIOR WALL <br />CHANNEL SCREED. FRY I <br />REGLET, PCS-75-75 \ <br />STRUCTURAL STEEL, <br />FUTURE SIGN BY TENANT +T' RE: STRUCTURAL <br />REPLACE DENS GLASS WITH <br />FRT PLYWOOD FOR 4' X 12' _ <br />AREA BEHIND EACH FUTURE LIGHT GAUGE FRAMING. <br />SIGN. RE: ELEVATIONS. ! RE: STRUCTURAL <br />II 1 <br />3/4" STUCCO OVER 5/8" <br />DENSGLASS SHEATHING STRUCTURAL STEEL, <br />I RE: STRUCTURAL <br />L <br />B 0 SOFFIT <br />FRAMING <br />_ <br />9'-0"AFF ------GYP BOARD SHEATHING - <br />t- <br />! f I <br />1 � P <br />� I f <br />CANVAS AWNING OVER ALUM. FRAME. <br />G.C. TO PROVIDE SIGNED & SEALED <br />SHOP DWGS FROM A FL. REGISTERED I <br />ENGINEER TO THE ARCHITECT FOR I <br />REVIEW & AS NEEDED FOR PERMITTING <br />DRIP SCREED. FRY REGLET, DS-75-75 <br />I I <br />I <br />ALUM. STOREFRONT <br />SYSTEM. RE: A601 <br />I I <br />I <br />SIDEWALK <br />SLOPE 1% MIN - I <br />2% MAX <br />TO FLR SLAB <br />0'-0" AFF <br />3 <br />Canopy Section <br />Scale 112"=1'4' <br />ALL FRAMED EXTERIOR WALLS <br />TO BE FILLED WITH MIN. R19 <br />BATTEN INSULATION. (NOT <br />SHOWN FOR CLARITY) <br />ALL EXTERIOR FRAMED WALLS <br />TO BE MIN 1 HR FIRE RATED. <br />EXTEND SHEATHING ALL THE <br />WAY TO UNDERSIDE OF ROOF <br />DECK, RE: UL DETAIL U415 <br />Y2" EXP. 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