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ill''luIIILI II I it III, q 11 _ _ I ll 1-1 ! -I I -i -I - - - _ I111il'111-''_9L1IIII I_' I I I I I I <br />- - I_ I - - I I - I - 1 11 l _ _ I I I II --LEL 1 _ - - - - - <br />12 <br />+ 24'-0" _ <br />TOP OF PARAPET. <br />SEE STRUCT. DWGS. <br />f - I <br />Il <br />I <br />i <br />+ IT-411 <br />JOISt SEARINCs. L POINT <br />SEE STRUCT. DWCxS. <br />35 <br />34 <br />1 <br />A-9.2 <br />1 <br />' 30 - <br />29 <br />31 <br />32 <br />28 <br />22 <br />12 <br />+ 24'-011 <br />TOP OF PARAPET. <br />SEE STRUCT. DWCxS. <br />8 1 <br />©� <br />2�5r <br />JOIST 5EARING. 0 LCJ POINT <br />SEE STRUCT. M)36. <br />x <br />;x <br />1 <br />A-92 <br />4 <br />i I I <br />1 <br />I <br />i <br />19 — - <br />16 3 <br />d <br />A-9.2 <br />121 <br />141 <br />+ 01-011 14 <br />F.F. __.. _...__ _ _.__ -_ __...__ _-\ <br />F1 <br />■ <br />m <br />n6c�--3- <br />1 /4" <br />e <br />1 <br />N <br />+ 10'-0" <br />50TTOM OF GONG. 5 AM <br />SEE STRUCT. DWC:S. <br />WALL SECTION <br />2 SCALE: 3/4" <br />131 <br />4 <br />0 <br />C <br />E <br />III <br />33 <br />33 <br />21 <br />35 <br />34 <br />1i <br />:301 = <br />29 � <br />:311 <br />:32fl <br />28 <br />22 <br />SECTION KEY NOTES <br />❑1 8" GMU 4 METAL FRAME PARAPET, 3/4" 3 GOAT SMOOTH STUCCO PAINTED. <br />2❑ NEW DECORATIVE EI175 EXTRU51ON WITH L16HT TEXTURE FINISH. 60. SHALL <br />SUBMIT SHOP DW65 FOR ARCHITECT'S REVIEW. 6G. SHALL INSTALL A5 <br />MANUFAGTURER'5 RECOMMENDED SPECIFICATIONS. <br />3 3/4" THICK STUCCO FIN15H IN (3) GOAT5 ON PAPER BACKED METAL LATH (1) LAYER ON 30 <br />LB. FELT PAPER ON 5/8" EXTERIOR GRADE DEN56LA55 5HEATHING SECURELY ATTACHED <br />TO 2X5 PT @ 32" ON 8" 16 6A. STUD FRAMING SPACED ®. 16" O.G. G.G. SHALL PROVIDE <br />CONTROL JOINTS A5 SPECIFIED IN EXTERIOR ELEVATIONS. (10'-0" O.G. MAX.) PAINT FIN15H <br />TO BE SELECTED BY ARCHITECT/OWNER. <br />® LED6E5TONE COLUMNS (TYP) OWEN5 CORNING CULTURED STONE COUNTY <br />LED6E5TONE- CHARDONAY 05V-20006. 6C. PROVIDE SAMPLE AND INSTALL <br />AS PER MANUFAGT. RECOMMEND. <br />STEEL GIRDER. SEE STRUCTURAL ORAWIN65. <br />© FIRE RATED CANVAS CANOPY. 6C. SHALL PROVIDE SHOP DRAWING 4 INSTALL A5 <br />PER MANUFACTURER SPECS. SEE EXTERIOR ELEV. FOR COLOR SPEC. <br />REINFORCE CONCRETE BEAM. RE: STRUCTURE. <br />® COPING FLA5HIN6 AND COUNTER FLA5HING SECURELY ATTACHED TO P.T. WOOD NAILER. <br />COLOR TO BE SELECTED BY OWNER / ARCHITECT. <br />® 6" STEEL COLUMN. SEE 5TRUCTURAL DWG'S . <br />10 IMPACT RE515TANT WINDOW -DOOR STOREFRONT, COLOR ALUMINUM ANOD I ZED TO MATCH <br />EXI5TIN6 5HOPPING CENTER. RE: WINDOW -DOOR SCHEDULE. <br />II BOND BEAM GAP. SEE STRUCTURAL DW6'S. <br />12 CONTINUOUS METAL COPING SECURELY ATTACHED TO 5/5" DEN56LA55 ON 3-5/5" 20 <br />GA METAL FRAMING AT 16" O.G. 5EE STRUCTURE. <br />13 CONCRETE FOOTING, RE: STRUCTURE. <br />14 CONTINUOUS 1/2" EXPAN51ON FIBER, TYP. <br />Fi-51 6 MIL. V15QUEEN 5TE60 WRAP POLYETHYLENE OVER WELL COMPACTED FILL. SEE <br />STRUCTURAL DRAWING5, TYP. <br />Fiol STEEL JOISTS. RE: SEE STRUCTURE DWG'S. <br />F7 EXP05ED WALL <br />IS 1 PAINTED GONG. BLOCK W/ 2 GOATS RU5T-OLEUM WATERTITE LV (LOW VOG) <br />i- I GONORETE COLUMN. SEE STRUCTURAL DWG'S. <br />20 N/A <br />21 4" THRESHOLD GONG. SLAB BELOW DOORS. RE: 11,12/ A-3.1 <br />22 ROOF INSULATION. SEE ROOF PLAN 4 ROOF DETAILS. <br />23 WELL COMPACTED FILL. <br />24 METAL DECK. ,RE: STRUCTURE. <br />25 CONCRETE BEAM/BOND BEAM SEE STRUCTURAL PASS <br />26 I HR RATED DEM151NG PARTITION - SEE WALL TYPES SHEET A- <br />2� 4" REINFORCED SLAB ON GRADE <br />28 ROOF SYSTEM JOHN MAN5V I LLE 555 MODIFIED BITUMEN Al GLA5KAP OR <br />MEMBRANE, N.O.A. 13-0121.11 OR EQUAL. PROVIDE MIN. 4" INSULATION Al <br />MIN. R-11 INSULATION VALUE. <br />21 24 6A. GALVANIZED STEEL "5M" SURFACE MOUNTED RE6LET A5 MANUFACTURED BY <br />"FRYRE6LET" OR APPROVED EQUAL. G.G. SHALL APPLY POLYURETHANE SEALANT A5 <br />REQUIRED BY MANUFACTURER AT TOP AND IN REGE55 TO SEAL A6AIN5T WATER <br />PENETRATION. <br />30 TERMINATION BAR AS MANUFACTURED BY "FRYRE6LET" OR APPROVED EQUAL. G.G. <br />SHALL PROVIDE SEALANT AS REQU I RED BY MANUFACTURER. <br />31 RUBER01 D BASE FLA5HI N6. <br />32 CONTINUOUS 4" ENER6Y6UARD CANT STRIP SET IN BITUMEN A5 MANUFACTURED BY <br />JOHN MAN5VILLE <br />33 9" GYP BD ON I" FURRING W/ R=4.1 RIGID INSULATION <br />N CAVITY TO UNDER51 DE OF DECK <br />34 2 x 12 P. T. WOOD NAILER <br />35 STEEL ANGLE AT 16" O.G. IN METAL STUDS OR CONCRETE GAP. SEE STRUCTURAL <br />DRAWING5. <br />36 CONT. 226A TOP CHANNEL FAST. TO STRUCTURE W/ LOW VELOC I TY POWER ACTUATED <br />PINS-TYP. <br />37 PROVIDE FIRE SAFING AND SEALANT AROUND ENTIRE PERIMETER OF DEM151NG <br />PARTITION.. <br />38 R-11 BATT INSULATION <br />3a 1 /2" STUCCO JOINTS, FRY RE6LET CHANNEL 5GREED # P5G--75-50 <br />1 , E;C <br />1 na <br />Associates, Inc. AA26001933 <br />Architecture • Planning • Interior Design <br />14125 N.W.80th Ave. Suite 303 <br />Miami Lakes, FI. 33016 <br />T.786-235-9097 <br />F. 305-362-4420 I <br />dtiilnfo@dtiarchitect.cdtnm <br />www.dtiarchitect.ca <br />`yp <br />ar o arro, R.A. <br />013079 <br />Revisions: <br />Date Description <br />V <br />W <br />H <br />Az <br />~ <br />W <br />U <br />0 <br />x <br />0 <br />a <br />kn <br />� <br />0 <br />� <br />0 <br />H <br />�z <br />0 <br />0 <br />H <br />U <br />� <br />PO <br />A <br />0 <br />a <br />0 <br />0 <br />U <br />W <br />N <br />x <br />�? <br />a <br />N <br />Job Number: <br />12049.01 <br />File name: <br />Issued Date: <br />07.16.13 <br />Drawn by: <br />MCab <br />Checked by: <br />C.PIZARRO <br />SHEET NAME <br />WALL <br />SECTIONS <br />W� <br />`n SHEET NUMBER <br />F�1 <br />a <br />A-6*0 <br />