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I <br />a <br />0 <br />a- <br />ru <br />0 <br />N <br />O <br />Oi <br />N <br />4 - <br />L <br />N <br />0 <br />A - <br />r8 <br />dM <br />3-5/6" 20 GA STUD - <br />FRAMING <br />SPACED AT 16" O.G. <br />EIFS WITH LIGHT TEXTURE FINISH.— <br />G.C. SHALL SUBMIT SHOP DWG's 0 <br />FOR ARCHITECTS REVIEW. G.C. <br />SHALL INSTALL AS <br />MANUFACTURER RECOMMENDED <br />SPECIFICATIONS. TYP. <br />SIN <br />N <br />r <br />DRIP EDGE. <br />i 5/8" EXTERIOR GRADE <br />DENSGLASS SECURELY <br />CONTINUOUS METAL COPING - " ATTACHED TO 3-5/8 20 GA <br />SECURELY ATTACHED TO FRAMING STRUCTURE. <br />METAL FRAMING STRUCTURE. <br />5/8" EXTERIOR GRADE STEEL ANGLE. SEE STRUCTURAL <br />DENSGLASS SECURELY GS <br />ATTACHED TO METAL STUD 3-5/8" 20 GA STUD 2 x P. r. WOOD NAILER <br />FRAMING W/ SELF TAPPING SCREWS FRAMING x <br />STAGGERED -6 12" O.G. SPACED AT 16" O.C. x x x x x !i STUCCOCASING BEAD. <br />CONTINUOUS METAL COPING SECURELY ATTACHED TO x <br />P.T. WOOD NAILER W/ SNAP TYPE FASTENERS AS PER <br />SEALANT <br />O IN MANUFACTURER - <br />METAL <br />RERM TA G- <br />); <br />�. <br />._._...--- <br />_---- <br />.._..v__.._� , .o...rf : 8 CON BETE MASONRY UNIT. SEE STRUCTURAL DWGS. <br />c: �� ,�� <br />_ .____._ _ _ _ ___ __. _ __. __ _ _.._ 3/4" 3 COAT STUCCO' TYP. PAINT FINISH <br />x x x y �, <br />x <br />x x x -=�N ,. COLD TO BE SELECTED BY <br />x x 2 x P. T. WOOD NAILER ,n ARCHI ECT/OWNER <br />A� SEALANT r SEALAqT <br />�i;�✓.�� n,'\may SEALANT <br />K GA AND SEALANT AS PER MANUFACTUER <br />a r n <br />STUCCO CASING BEAD.'''`` �' x x SPU`IGATIONS. <br />EIFS WITH LIGHT TEXTURE FINISH. ��� �� <br />® { 2 FTO COUNTERFLASHING SYSTEM TYPE <br />> �G.G. SHALL SUBMIT SHOP DWG's mtr� <br />STEEL ANGLE. SEE STRUCTURAL DUGS. FOR ARCHITECTS REVIEW. G.C. „ <br />��,,, 1\1 �,'�k�J*�,lb '" *,+*• F, <br />SHALL INSTALL AS STX Y FRY REGLET. ISPRINGLOCK) <br />BOND BEAM. SEE STRUCTURAL DWGS. <br />A MANUFACTURER RECOMMENDED <br />SPECIFICATIONS. TYP.` <br />a - R-19 MINIMUM EPS BOARD INSULATION. <br /><d <br />, G.C. SHALL INSTALL ACCORD ING <br />8" CONCRETE MASONRY UNIT. SEE STRUCTURAL DUGS. GAF "TOP COAT" WATER MANUFACTURER SPECIFICATIONS. <br />-��- <br />PROOFING TO BE APPLIED <br />,\5, Ix BEFORE FRAMING INSTALLATION <br />> 1 3/4" 3 COAT STUCCO, TYP. PAINT FINISH `" X CONTINUOUS 4"CANT. <br />all MIN. 8��MIN. <br />COLOR t0 BE SELECTED BY DRIP EDGE.' SEE ROOFING SEE ROOFING 1/4�� SLOPE MINIMUM <br />.`. <br />SEE ROOF PLAN <br />ARCHITECT/OWNER <br />Va -ice DETAILS DETAILS <br />x r <br />x <br />rs x <br />G.A.F. TOP COAT WATER PROOFING <br />TO BE APPLIED BEFORE FRAMING�� n, �� <br />�, r� f� u <br />>y' INSTALLATION. �� <br />x, ; <br />K <br />pt.4Vill <br />2" I 6" I 3" I 3" I 312" <br />2X8 PT AT 32" O.C. <br />8" 16 GA. STUD FRAMING <br />SPACED AT 16" O.C. <br />3/4" - 3 COAT STUCCO ON PAPER BACKED METAL LATH <br />(1) LAYER ON 30 LB. FELT PAPER ON 5/8" EXTERIOR <br />GRADE DENSGLASS SHEATHING. G.G. SHALL PROVIDE <br />CONTROL JOINTS 6 EVERY 10'-0" O.C. UNLESS OTHERWISE <br />SPECIFIED IN EXTERIOR ELEVATIONS. PAINT FINISH TO <br />BE SELECTED BY ARCHITECT/OWNER <br />- 8" CONCRETE MASONRY UNIT. SEE STRUCTURAL DUGS. <br />3/4" 3 COAT STUCCO, TYP. PAINT FINISH <br />COLOR TO BE SELECTED BY <br />ARCHITECT/OWNER. <br />GAF "TOP COAT" WATER PROOFING TO BE APPLIED <br />BEFORE FRAMING INSTALLATION <br />SEALANT <br />GASKET AND SEALANT AS PER MANUFACTUER <br />SPECIFICATIONS. <br />"-- 2 PIECE COUNTEI;;ZFLASHING SYSTEM <br />METAL ROOF DECK. <br />STUCCO CASING BEAD. REFER TO STRUCTURAL DWGS. <br />3/4" - 3 COAT STUCCO G.G. SHALL PROVIDE <br />CONTROL JOINTS a EVERY 10'-0" O.G. UNLESS <br />OTHERWISE SPECIFIED IN EXTERIOR ELEVATIONS. <br />PAINT FINISH TO BE SELECTED BY <br />ARCHITECT OWNER. <br />STEEL JOISTS. SEE <br />STRUCTURAL DWGS FOR <br />SIZE, SPACING, AND <br />BRACING. <br />ENLARGE DETAILS O ENLARGE DETAILS <br />SCALE: : 1 1/2" = 1'-011 O SCALE: 1 1/2" = 1'-0" <br />TYPE "STX" BY FRY REGLET. R-n MINIMUM EPS BOARD INSULATION. G.C. SHALL <br />(SPRINGLOCK) INSTALL ACCORDING MANUFACTURER SPECIFICATIONS. <br />CONTINUOUS 4" CANT. <br />8" MIN. 8" MIN. <br />SEE ROOFING SEE ROOFING E SLOPE MINIMUM <br />S <br />DETAILS DETAILS SEE ROOF PLAN <br />STEEL JOISTS. SEE <br />STRUCTURAL DUGS FOR <br />SIZE, SPACING, AND <br />BRACING. <br />MET ROOF DECK <br />REFER TO STR=TURAL DWGS. <br />OENLARGE DETAILS <br />SCALE : 1 1/2" = 1'-0" <br />FIRE RATED <br />FRAME. GC. SHE <br />CANVAS <br />ENLARGE DETAILS <br />® SCALE: 1 1/2" = 1'-0" <br />5/8" GYPSUM BOARD. <br />CONCRETE BEAM. SEE STRUCTURAL DUGS. <br />INSULATION. SEE TYPE WALLS. <br />IX FURRING STRIP. <br />CORNER <br />GUARD. <br />TRUELITE ALUMINIM <br />STOREFRONT. COLOR <br />WHITE TO MATCH EXISTING. <br />Tec5 y <br />a so <br />n 3_ <br />Associates, Inc. AA26001933 <br />Architecture • Planning • Interior Design <br />114125 N.W. 80th Ave. Suite 303 <br />Miami Lakes, FI. 33016 <br />T. 786-235-9097 <br />F. 30 .3 2-442 5 6 0 <br />iinf r hi dt . a dtta c tect co m <br />www.dtiarchitect.com <br />A <br />n/ <br />1 <br />C to Parro, R.A. <br />013079 <br />Revisions: <br />Date Description <br />Az <br />W <br />U <br />Px <br />A <br />h--I <br />a <br />o <br />� <br />H <br />� <br />�z <br />C� <br />O <br />U <br />w <br />0 <br />a <br />0 <br />a <br />0 <br />w <br />� <br />x <br />� <br />x <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 />ENLARGED <br />DETAILS <br />SHEET NUMBER <br />W A-9,62 <br />a <br />