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/ <br />I 26'-4" T.O.M. <br />I � I <br />I / PREFINISHED METAL COPING <br />W/1" STANDING SEAM END <br />JOINTS <br />BOND BEAM- SEE STRUCTURAL EXTEND MEMBRANE ROOFING <br />UP CMU PARAPET OVER BLOCK <br />2x4 MTL STUDS TO FACE OF COPING <br />_ _ I EXTEND MEMBRANE ROOFING <br />UP CMU PARAPET OVER BLOCK MEMBRANE ROOFING <br />/ I I TO FACE OF COPING OVER e" APA RATED <br />6 I I l i SHEATHING <br />22'-8 3/8 M.O. <br />A-6.1 I <br />ALUMINUM STOREFRONT\ <br />SYSTEM — — <br />SPANDREL GLASS <br />5 <br />0, gla <br />A-6.1 <br />I 19'-4" M.O. <br />I <br />II <br />17'-7 1 /2" <br />TOP OF EIFS <br />CORNICE <br />4 <br />II <br />RIGID INSULATION <br />II <br />,1, 15'-4 3/4" <br />TOP OF EIFS I/ <br />CORNICE <br />I II <br />I I I STEEL DECK AND BAR <br />JOISTS, SEE <br />STRUCTURAL <br />3 <br />A-6.1 I 1 <br />13'-4" M.O.RECESS <br />2" <br />DRIP EDGE. SEE <br />EIFS SCORE <br />JOINT FOR DTL�—/ <br />EIFS SYSTEM <br />I\ <br />3 <br />�-6 <br />FINISHED GRADE, SLOPE <br />TO PROVIDE POSITIVE <br />DRAINAGE <br />PROVIDE FOAM -FILL <br />INSULATION AT <br />RIGID INSULATION <br />STEEL DECK AND BAR <br />JOISTS, SEE <br />STRUCTURAL <br />Y 0 <br />Qw0aw <br />J = <br />Z - L) LU <br />Qx=)Pz <br />oL 14'-8" a w 0 CO tL <br />�. 13'-4" M.O. <br />CMU WALL WITH 2 Y" METAL <br />STUDS (24 GA) @ 16" O.C. UNO <br />W/ ONE LAYER %" GYP. BD. TO <br />DECK ANCHORED TO CMU AT Y4 <br />POINTS AND 1" RIGID <br />INSULATION. <br />PROVIDE FOAM -FILL <br />INSULATION AT / <br />PERIMETER WALL <br />PERIMETER WALL CMU <br />CMU / <br />PAINT INTERIOR ABOVE b 10'-0" B.O. CANOPY <br />STRIPE AT SERVICE <br />BAYS ONLY \ <br />PAINT STRIPE AT 6A-2 <br />SERVICE BAYS ONLY A-9 <br />io <br />8'-0" B.O. BAND (6A-3 <br />A-9 <br />PAINT INTERIOR BELOW <br />STRIPE AT SERVICE <br />BAYS ONLY <br />CONCRETE SLAB, SEE <br />_ STRUCTURAL <br />(-�r \ U �"`Y`� C, S��' Jc'; O�.il-ii`� <br />I I <br />I 1 <br />I <br />- <br />I <br />I <br />— — d <br />I P <br />d <br />I <br />I <br />I <br />d I <br />I <br />I I n <br />- I 9 -CONCRETE FOOTING, <br />. I <br />_— <br />SEE STRUCTURAL <br />: <br />I I <br />_ I I <br />I • <br />II <br />4 WALL SECION - REAR <br />SCALE-3/4 -1TO <br />ALUMINUM <br />STOREFRONT SYSTEM <br />1" INSULATED GLAZING, <br />TEMPERED AS REQUIRED <br />Ili :� :�'.:: •:: <br />26'-4" T.O.M. <br />COPING W/1" STANDING <br />SEAM END JOINTS <br />BOND BEAM- SEE <br />STRUCTURAL <br />EXTEND MEMBRANE ROOFING <br />UP CMU PARAPET OVER BLOCK <br />TO FACE OF COPING <br />MEMBRANE ROOFING <br />OVER 8" APA RATED <br />SHEATHING—-, <br />I <br />122'-0 3/8" M.O. <br />I <br />RIGID INSULATION <br />BOND BEAM - SEE 21-S Q X Z <br />STRUCTURAL 1, 14'-8" o- w 0 vn U. <br />q PROVIDE FOAM -FILL <br />DRIP EDGE. SEE EIFS INSULATION AT <br />_ SCORE JOINT FOR DTL PERIMETER WALL i <br />CMU <br />13'-4" M.O. I <br />6A-1 CMU WALL WITH 2 Y2" METAL <br />i A-9 STUDS (24 GA) @ 16 O.C. UNO <br />W/ ONE LAYER V GYP. BD. TO <br />/ \ DECK ANCHORED TO CMU AT Y4 <br />/ ® \ POINTS AND 1" RIGID <br />/ \ INSULATION. <br />SLOPE I IN1 1 <br />1/8" PER FT. <br />10'-T B.9! CANOPY <br />N, Ile <br />LIGHT FIXTURE SEE <br />ELEC. (TYP.) r2A <br />A-5 <br />STONE VENEER BEYOND <br />6A-4 <br />CONCRETE SLAB, SEE <br />STRUCTURAL <br />i_ <br />kA <br />31 <br />a - <br />('C�09�� <br />° <br />c I I I I <br />° <br />I <br />CONC F (SO ! <br />TN I <br />, <br />I I I ' <br />I <br />I <br />- 1- <br />__ 5'rH <br />I4 ° <br />I I ' <br />e .4 <br />I. <br />7-7 <br />I <br />e . <br />I I <br />I <br />I <br />I <br />I I <br />i <br />I I <br />y1/nLL- %JL_V I IVI14 - <br />SCALE:3/4"=V-0" <br />1" INSULATED GLAZING, <br />TEMPERED AS REQUIRED <br />ALUMINUM <br />STOREFRONT SYSTEM — <br />A� 3,-4" M.O. <br />4" CMU <br />8" CMU <br />STONE <br />VENEER <br />CONCRETE SLAB, SEE <br />STRUCTURAL <br />19'-4" M.O. <br />DRIP EDGE. SEE EIFS <br />SCORE JOINT FOR DTL <br />IOC'��`•JOB-'vVr�:��rii;�o,�✓�:'�16r,-�:'�i't;����%ii�J� '� --- --� ---! ----- �'�"� — - <br />I <br />d. <br />I <br />! I i <br />I <br />EF <br />a + <br />• I <br />- -- tl I <br />- <br />y — <br />• ° <br />a.' <br />4 �I� <br />I <br />P : 4 <br />d• <br />-- 1 ! -.i j <br />- -- - 1 - - <br />2 WALL SECTI9 - STO E RO�NT <br />SCALE . 3/4 —1 -0 <br />PREFINISHED METAL <br />COPING W/1" STANDING <br />SEAM END JOINTS <br />BOND BEAM- SEE <br />STRUCTURAL <br />EXTEND MEMBRANE ROOFING <br />UP CMU PARAPET OVER BLOCK <br />TO FACE OF COPING <br />MEMBRANE ROOFING <br />OVER e" APA RATED <br />SHEATHING <br />DIAGONAL BRACING - <br />SEE STRUCTURAL-\ <br />CMU WALL WITH 2 Y2" METAL — <br />STUDS (24 GA) @ 16" O.C. UNO <br />W/ ONE LAYER %" GYP. BD. TO <br />DECK ANCHORED TO CMU AT Y4 <br />POINTS AND 1" RIGID <br />INSULATION. <br />PROVIDE FOAM -FILL <br />INSULATION AT <br />mtRRt:5K Nt MWI-I' i <br />3/4" P.T. PLYWOOD <br />DECKING <br />PERIMETER CHANNEL <br />PROVIDE CONTIN'UOU; <br />MEMBRANE THROUGH <br />CHANNEL TO WRAP TC <br />OF PERIMETER TUSE <br />CONTINUOUS PRESSU <br />BAR <br />PERIMETER TUBULAR <br />STEEL -SEE <br />STRUCTURAL. <br />STEEL ROOF DECKING <br />PAINT UNDER&DE OF <br />CANOPY DECK AND <br />SUPPORTS <br />VINYL BASE <br />CONCRETE SLAB, SEE <br />STRUCTURAL <br />CONCRETE FOOTING, <br />SEE STRUCTURAL — <br />26'-4" T.O.M. <br />164" TOP OF MASONRY <br />r6 Y <br />PREFINISHED METAL <br />COLLECTOR BOX <br />DOWNSPOUT <br />CMU - SEE STRUCTURAL <br />STONE VENEER <br />1/2" EXPANSION MAIL <br />AT SIDEWALK/BUILDING <br />JOINT, TYP. <br />4" CONCRETE SIDEWALK, <br />SLOPE TO PROVIDE <br />POSITIVE DRAINAGE <br />CONCRETE FILL <br />II I I I - <br />I I I I II II II I III -- <br />I <br />i I I <br />- - I <br />4 I <br />I , <br />1 ° ° 1 -- --- - -- I 4° <br />° <br />d , <br />i - <br />I <br />I <br />I I <br />i <br />SCALE:3/4"= V-0" <br />8x8 STL. PLATE <br />1" DIA. ROD WITH <br />THREADED ENDS <br />TERMINATING AT <br />THREADED SOCKETS <br />311 <br />3" <br />SECURE WITH <br />THREADED ROD, <br />NUTS, AND <br />WASHERS BOTH <br />SIDES OF BOTTOM <br />BRACKET SUPPORT <br />10'-0" B.O. CANOPY <br />I <br />Pee. <br />Ln � <br />N <br />Y p <br />M E <br />IULU <br />- Z 08 <br />O_ UOC)s <br />tnU <br />M p s <br />wnew <br />0ZO; <br />tY I— < C) <br />LUQNtom OL..U_ <br />o <br />O CST �O <br />� �tcQM <br />z`,:, <br />° <br />c�•;�- <br />'?: <br />Uvv> y <br />w�C`" <br />d n <br />W co 5 <br />O O � t <br />H1 VI zdli <br />UN 1d� <br />ISSUE DATE <br />12-1-08 <br />DATE <br />fi <br />This drawing and the design shown is the <br />roe of the ar hite <br />P P rtY <br />c ct The re roduction <br />P <br />co in or use of this drawl <br />PY 9 <br />n without their <br />9 <br />written consent is rohibite p d and any <br />infringement will be subject to legal action. <br />WALL SECTIONS <br />A=45 <br />8-STRAIGHT PROTOTYPE - REVISION 16 - 06-18-08 <br />