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I I I I LAff'I' 1 II I if I -L_ 1- 1 1 1 1 I YI 11 , I_ _ I I I I I 1 I'r l .'IILRlflll�l 111�I1!1 --- I- - IC L- - _-- - - I - - ---- -- -- -- - -- I - I I ' I-L 1 11 1 1 1 1 1 1 1 ' ' 1 --- -_ -----I- .. _ _. i I <br />f— — — <br />+ 24'-0" _.._ <br />TOP OF PARAPET. <br />SEE STRUCT. DUJ35. <br />J. BEARING 0 LOW POINT. <br />SEE STRUCT. DUGS. <br />6 <br />I <br />I <br />I <br />"I <br />I <br />+ <br />BOTTOM OF GONG. BEAM <br />SEE STRUCT. DUCaS. <br />I <br />4 <br />I <br />0 <br />I <br />I _ <br />FF.E. <br />13 <br />1 <br />A-6.0 <br />2 <br />A-6.0 <br />BUILDING SECTIONS A -A <br />SCALE. 1/4" = 11-011 <br />0 <br />" <br />BUILDING SECTIONS B-B <br />SCALE: 1/4" = 11-011 <br />SECTION KEY NOTES <br />al 8- GMU 4 METAL FRAME PARAPET, 3/4" 3 GOAT SMOOTH STUCCO PAINTED. <br />2❑ NEW DECORATIVE EIF5 EXTRUSION WITH LIGHT TEXTURE FINISH. GG. SHALL <br />SUBMIT SHOP DWG'5 FOR ARCHITECT'S REVIEW. 60. SHALL INSTALL AS <br />MANUFACTURER'S RECOMMENDED SPECIFICATIONS. <br />3❑ 3/4" THICK STUCCO FIN15H IN (3) GOATS ON PAPER BACKED METAL LATH (1) LAYER ON 30 <br />LB. FELT PAPER ON 5/8" EXTERIOR 6RADE DENS6LA55 SHEATHING SECURELY ATTACHED <br />TO 2X8 PT ® 52" ON 8" 16 GA. STUD FRAMING SPACED ® 16" O.G. 6.G. SHALL PROVIDE <br />CONTROL JOINTS AS SPECIFIED IN EXTERIOR ELEVATIONS. (10'-0" O.G. MAX) PAINT FIN15H <br />TO BE SELECTED BY ARCHITECT/OWNER. <br />® LEDGE5TONE COLUMNS (TYP) OWEN5 CORNING CULTURED STONE COUNTY <br />LEDGESTONE- GHAR12ONAY CW-20006. GG. PROVIDE SAMPLE AND INSTALL <br />AS PER MANUFACT. RECOMMEND. <br />STEEL GIRDER. SEE 5TRUCTURAL DRAWINGS. <br />© FIRE RATED CANVAS CANOPY. 6G. SHALL PROVIDE SHOP DRAWING 4 INSTALL A5 <br />PER MANUFACTURER SPECS. SEE EXTERIOR ELEV. FOR COLOR SPEC. <br />❑1 REINFORCE CONCRETE BEAM. RE: STRUCTURE. <br />® COPING FLASHING AND COUNTER FLA5HIN6 SECURELY ATTACHED TO P.T. WOOD NAILER. <br />COLOR TO BE SELECTED BY OWNER / ARCHITECT. <br />® b- STEEL COLUMN. SEE STRUCTURAL OWG'S . <br />10 IMPACT RE51STANT WINDOW -DOOR STOREFRONT, COLOR ALUMINUM ANODIZED TO MATCH <br />EXISTING SHOPPING CENTER. RE: WINDOW -DOOR SCHEDULE. <br />II BOND BEAM GAP. SEE STRUCTURAL DW6'5. <br />12 CONTINUOUS METAL COPING SECURELY ATTACHED TO 5/6 DEN56LA55 ON 5-5/6" 20 <br />GA METAL FRAMIN6 AT 16" O.G. SEE STRUCTURE. <br />13 CONCRETE FOOTIN6, RE: STRUCTURE. <br />14 CONTINUOUS 1/2" EXPANSION FIBER, TYP. <br />15 6 MIL. V15OUEEN 5TEC70 WRAP POLYETHYLENE OVER WELL COMPACTED FILL. SEE <br />STRUCTURAL DRAMN65, TYP. <br />Ib STEEL JOISTS. RE: SEE STRUCTURE DWG'S. <br />I� EXPOSED WALL <br />IS PAINTED GONG. BLOCK W/ 2 GOATS RU5T-OLEUM WATERTITE LV (LOW VOG) <br />F1-,11 CONCRETE COLUMN. 5EE STRUCTURAL 12W6'5. <br />20 WA <br />21 4" THRESHOLD GONG. SLAB BELOW DOORS. RE: I1,12/ A-3.1 <br />22 ROOF INSULATION. SEE ROOF PLAN d ROOF DETAILS. <br />23 WELL COMPACTED FILL. <br />24 METAL DECK. ,RE: STRUCTURE. <br />25 CONCRETE BEAM/BOND BEAM SEE STRUCTURAL DW6'5 <br />26 I HR RATED DEM151N6 PARTITION - SEE WALL TYPES SHEET A- <br />27 4 REINFORCED 5LA5 ON GRADE <br />28 ROOF SYSTEM JOHN MANSVILLE 555 MODIFIED BITUMEN W/ 6LA5KAP GR <br />MEMBRANE, N.O.A. 13-012q.lq OR EQUAL. PROVIDE MIN. 4" INSULATION W/ <br />MIN. R-Iq INSULATION VALUE. <br />2q 24 GA. GALVANIZED STEEL 05M" 5URFACE MOUNTED REGLET AS MANUFACTURED BY <br />-FRYRE6LET" OR APPROVED EQUAL. 6.6. SHALL APPLY POLYURETHANE SEALANT A5 <br />REQUIRED BY MANUFACTURER AT TOP AND IN RECE55 TO SEAL A&AIN5T WATER <br />PENETRATION. <br />30 TERMINATION BAR A5 MANUFACTURED BY "FRYREGLET" OR APPROVED EQUAL. G.G. <br />SHALL PROVIDE SEALANT AS REQUIRED BY MANUFACTURER. <br />31 RUBEROID BASE FLASHING. <br />32 CONTINUOUS 4" ENERGY&UARD CANT STRIP SET IN BITUMEN AS MANUFACTURED BY <br />JOHN MANSVILLE <br />33 I" GYP BD ON I" FURRING VV R=4.1 RIGID INSULATION <br />IN CAVITY TO UNDERSIDE OF DECK <br />® 2 x 12 P. T. WOOD NAILER <br />35 STEEL ANGLE AT 16" O.G. IN METAL STUDS OR CONCRETE GAP. SEE STRUCTURAL <br />DRAWINGS. <br />® CONT. 226A TOP CHANNEL FAST. TO STRUCTURE W/ LOW VELOCITY POWER ACTUATED <br />PIN5-TYP. <br />3i PROVIDE FIRE 5AFIN6 AND SEALANT AROUND ENTIRE PERIMETER OF DEM151NG <br />PARTITION.. <br />® R-19 BATT INSULATION <br />3q I/2" STUCCO JOINTS, FRY REGLET CHANNEL SCREED # P56-75-50 <br />pTec <br />0n <br />Associates, Inc. AA26001933 <br />Architecture • Planning • Interior Design <br />14125 N.W. 80th Ave. Suite 303 <br />Miami Lakes, F.I. 33016 <br />T. 786-235-9097 <br />F. 305-362-4420 <br />dtiinfo@dtiarchitect.com <br />www.dtiarchitect.com <br />roTv� <br />arro, R.A. <br />13079 <br />Revisions: <br />Date Description <br />V <br />W <br />l--I <br />A <br />z <br />W <br />U <br />M <br />A <br />a <br />o <br />� <br />0 <br />H <br />Z <br />1z" <br />0 <br />0? <br />O <br />H <br />U <br />� <br />a <br />0 <br />� <br />O <br />P4 <br />a <br />W <br />N <br />x <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 />11 SHEET NAME <br />BUILDING <br />SECTIONS <br />H� <br />W <br />SHEET NUMBER <br />A-500 <br />