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0 <br />zo <br />xx x xx <br />x ; <br />F� <br />ri` <br />FRON <br />FS CORNICE TYP. O <br />TYP. SHEATHING NOTE <br />5/8" GP DENSGLASS GOLD GYPSUM <br />SHEATHING OR EQUAL TO <br />\112' 16 GA 16" O/C WALL STUDS <br />sib" WITH 1 1 1/4" TYPE S <br />SCALE: 3/4" <br />2 1 '— 2 9 9 <br />TOP OF ST E CAP <br />AT COLUM BEYOND <br />2 <br />A5.2 <br /># Ox ( ) <br />S-12 COATED BUGLE HEAD SCREWS <br />3/8" FROM ENDS AND EDGES <br />AND AT 4" O/C. <br />EIFS PRIMARILY FEATURE O O <br />WITH SIGN CONTRACTOR <br />SEE EIFS <br />TERMINATION <br />)F FEATURE AT <br />ARAPET DETAIL <br />IFS CORNICE TYP. <br />'EXISTING FRAMING <br />YP. SHEATHING NOTE <br />(8" GP DENSGLASS GOLD GYPSUM <br />HEATHING OR EQUAL TO <br />3 GA 16" O/C WALL STUDS <br />JITH #10xl 1/4" TYPE(S) <br />-12 COATED BUGLE HEAD SCREWS <br />(8" FROM ENDS AND EDGES <br />ND AT 4" O/C. <br />'A.F. EIFS THICKNESS <br />'0 ACCOMMODATE <br />DIMENSIONS ON WEST <br />AND NORTH ELEVATION <br />SECOND CONDITION AT CORNICE <br />x x x x v <br />x x x x <br />1/2" EIFS. TYP. SHEATHING NOTE <br />' GP DENSGLASS GOLD GYPSUM SHEATHI <br />O UAL TO 16 GA 16" O/C WALL STUDS <br />WIT 1 1/4" TYPE(S) <br />S-12 CO BUGLE HEAD SCREWS <br />3/8" FROM AND EDGES AND ' O/C. <br />x x x <br />Xx <br />x x x x <br />1 1/2" 1 1/2" FOAM AND T RED <br />-5/8" STUCCO FINISH / E <br />8„ <br />BAGEL (SCORED, <br />EIFS W/ 1423 STOL <br />R3.0 TEXTURE) <br />"sto" brand OR SIMILAR <br />xxx <br />xxx <br />r 1 1/2" 1 1/4" <br />1 v� TYP ATHING NOTE <br />1'-0' 6° sib" P DENSGLASS GOLD GYPSUM SHEATHIN <br />EQUAL TO 16 GA 16" O/C WALL STUDS <br />WITH #10xl 1/4" TYPE(S) <br />S-12 COATED BUGLE HEAD SCREWS <br />cc <br />O 3/8" FROM ENDS AND EDGES AND AT 4 O/C. <br />- - - - - - - - - ------------------------_------ <br />° Cz <br />3' o o------O---C-------C-------[—-0---=---�— <br />1 °D EIFS SOFFIT <br />SOFFIT DRIP EDGE <br />If W1UU [I 1dX <br />f I w manufacture EIFS <br />bs' s. HALF -ROUND EIFS HIGH WALL <br />NOSING <br />b° R O <br />D ° SPLIT FACE CMU LOW WALL, TYPICAL <br />LOWER WALL & BASE <br />ARCHITECTURAL SPLIT FACE CMU <br />ANGELUS BLOCK COMPANY A5.2 <br />8, 2' V COLOR: OAK; INTEGRAL COLOR ` <br />(SIMILAR TO SW 1090 CRAFT BROWN, <br />23% LRV) <br />2. <br />D. <br />° <br />RS <br />G° <br />j. <br />BLUE IDENTITY BANDS: TK PRODUCTS "TK 6010-10" <br />D b COLOR PMS 300 "ROSS BLUE" MATTE FINISH ---- <br />IT <br />LATEX PAINT OVER SMOOTH SURFACE EIFS SUBSTRATE <br />TO PROVIDE A SMOOTH AND UNIFORM APPEARANCE; <br />PROVIDE CONTROL JOINT AT TOP AND BOTTOM OF BAND. <br />CONTROL JOINT WIDTH %2'. SOURCE:TK PRODUCTS; <br />Co n <br />D <br />D <br />° b <br />1 <br />R3 <br />SPLIT FACE CMU LOW WALL, TYPICAL <br />LOWER WALL & BASE <br />ARCHITECTURAL SPLIT FACE CMU <br />ANGELUS BLOCK COMPANY <br />D ° . <br />COLOR: OAK; INTEGRAL COLOR <br />(SIMILAR TO SW 1090 CRAFT BROWN, <br />23% LRV) <br />' b <br />°1 b <br />D <br />2 FRONT CAM TY SECTION <br />S C A LU /4" = / — 0 <br />4" <br />et <br />5/ <br />1/2 <br />WEATHER RESISTANT <br />CAP FLASHING <br />"sto" brand <br />OR SIMILAR <br />BARRIER MEMBRANE <br />SUPPORTING STRUCTURE <br />BLOCKING TO SUPPORT <br />SUBSTRATE <br />CAP FLASHING <br />STO GOLD FILL WITH STO <br />DETAIL MESH <br />STO GOLD COAT <br />STO ADHESIVE <br />STO INSULATION <br />DRIP EDGE TO DIRECT <br />WATER AWAY FROM <br />STO BASE COAT AND MESH <br />SURFACE OF WALL <br />STO FINISH <br />FILLET SEAL <br />FACE -WRAP <br />STO GOLD COAT <br />TERMINATION ONTO <br />STO GOLD FILL WITH STO <br />BLOCKING <br />DETAIL MESH <br />STO GOLD FILL WITH STO <br />STARTER TRACK WITH WEEP <br />DETAIL MESH WRAPPED <br />HOLES <br />OVER PARAPET <br />SUPPORTING STRUCTURE <br />Sto EIFS NeXT with Gold <br />Guard Moisture Protection <br />System Components <br />SUPPORTING <br />STRUCTURE <br />STO GOLD COAT <br />STO GOLD FILL WITH <br />6" 6" <br />STO DETAIL MESH <br />6" <br />77 N METAL FLASHING <br />SUBSTRATE <br />N o STONE CAP 2 <br />_, <br />r STONE CAP 1 <br />0 <br />STO INSULATION <br />4" 8 <br />STONE VENEER LOW WALL <br />¢,� 4�� <br />(ZT() ROCF rnAT Akin <br />lo <br />"sto" brand OR SIMILAR MASONRY \ <br />STO BONDING AGENT <br />(OPTIONAL) <br />O STO POWERWALL <br />SCRATCH COAT <br />Sto Powerwall Stucco on Masonr <br />Components <br />TYP. SHEATHING NOTE <br />5/8" GP DENSGLASS GOLD GYPSUM SHEATHI <br />OR EQUAL <br />EIFS HIGH WALL <br />EIFS STARTED TRACK WITH WEEP <br />TYP SHEATHING NOTE <br />MESH 5/" GP 8DENSGLASS GOLD GYPSUM SHEATHING <br />OR EQUAL <br />STO FINISH 5 TYP CAC STONE CAP PROF L ES 4 <br />)EFS TO SP E T FACE VENEER ON CMU <br />1/2 wide max <br />follow manufacture <br />specs. <br />5.2 SCALE: 3/4" = 1'-0" A5.2 SCALE: 3/4" = 1'-0" <br />` E M E M / (VERIFY) T.O. PARAPET C ��— —�■ — — — <br />li <br />III II <br />III II <br />III II <br />3 III If <br />A5.2 <br />jai <br />I: _________ ______ <br />(EVEL1 1 37'-0" T.O. STEEL COLUMN ----------------- ---_-- <br />L J (VERIFY) <br />,I <br />PROVIDE 5/8" PLYWOOD BACKING AT SIGN <br />LOCATIONS AND THREADED EYE -BOLTS FOR <br />TEMPORARY BANNERS, SEE DETAIL 10/A3.0 <br />FOR CONSTRUCTION AND AE1 TENANT PLAN. <br />G.C. TO COORDINATE LOCATIONS <br />WITH TENANT. <br />CLEVEL <br />1 29 —2 T.O. STEEL COLUMN 14-1 <br />J (VERIFY) <br />I I' <br />G.C. TO V.I.F. ,COORDINATE SIGN LOCATION <br />WITH SIGN CONTRACTOR. I <br />I ' <br />EIFS SOFFIT <br />2 <br />SOFFIT DRIP DGE A5.2 <br />EIFS <br />HALF -ROUND <br />LEVEL <br />NOSING <br />13'-6" T.O. ST <br />(VERIFY) <br />RAND OR SIMILAR <br />UPPORTING STRUCTURE <br />TO MESH <br />TO DETAIL MESH <br />TO BASE COAT <br />TO FINISH <br />RIP REVEAL <br />TO MESH DOUBLE <br />'RAPPED AROUND <br />]SIDE CORNERS <br />TO INSULATION <br />xX <br />U B S TR A TE <br />1 FRONT C\ <br />SCALE: 3/8" = 1'-0" <br />I <br />e <br />D <br />D <br />P <br />D <br />n D. <br />°!... <br />• <br />. • <br />•.. e.. <br />• <br />• • <br />• <br />• <br />• <br />NCRETE <br />CAP 1 <br />Proj, Mgr, <br />JU <br />Job. Capt. ! <br />SG <br />Drawn by <br />JT RON BARR, A.I.A. <br />Revd by STATE OF FLORIDA f <br />R B AR 0016160 I <br />t <br />Q <br />z z V O p v <br />0= <br />a <br />o U op <br />CD <br />O <br />d o <br />U <br />X Z S <br />m F OV FF z�� <br />V Y <br />W 0 <br />O <br />u. <br />w° <br />o W z O 2 W <br />z W Z <br />O O U} <br />O <br />O <br />K uWi <br />a}} Z~ <br />m W U Z Z Q <br />O <br />Z N V <br />O -W 0 <br />W OQO ug <br />0= W <br />J <br />O <br />W JQ O <br />W O 'i p U <br />O O O <br />Q p 6 <br />m Z_ <br />N~ <br />3 <br />d <br />w <br />W Y W <br />a? <br />W v. <br />¢ z= <br />S ai z~ <br />a z <br />a= <br />z2: <br />F v <br />Wo9Fmoo=W <br />w <br />D a d <br />~ O O <br />n z o <br />Z � <br />z p? <br />U <br />6 Z, D <br />Xa' z p <br />n <br />O O LL <br />O Z V= <br />O W W Z <br />O= tp V¢_ <br />z w 2 <br />Z O <br />= z a <br />a <br />= U LL O� w w <br />O 0 a U <br />F- 4 W <br />Q <br />f- d O O O w F <br />Z Z 2 Q <br />© <br />COPYRIGHT 2012 <br />BARR ARCHITECTURAL STUDIO <br />Revisions: <br />CONTRACTOR CLARIFICATION 5-5-14 <br />CADFILE No. <br />d' <br />a <br />M <br />zt <br />a <br />M <br />o <br />.� <br />AA <br />lV <br />w <br />pmo <br />�P=�cwaw <br />LP=0�"a <br />urg <br />oR <br />0 <br />o <br />W <br />N <br />� <br />0 <br />0_ a) <br />d' N M W a)C <br />L M <br />co N cn <br />C <br />ILL .� N cu <br />a. <br />W <br />~o E <br />`~ a <br />zo c <br />(J <br />CU I0 U) I E <br />c <br />0 <br />CU <br />N m L <br />z O <br />� r U <br />in L <br />0 <br />LO Q. v <br />L <br />CU <br />Sheet T' 'CAVITY <br />DETAILS <br />Scale: AS NOTED <br />Date: Sheet No. <br />07.12.13 1 <br />Project No.A50 <br />12-027 <br />