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T.O PARAPET <br />EL. (+) 21'-0" <br />T.O. BEAM <br />EL. (+) 17'-4" <br />PARAPET ENLARGE D ETA <br />SCALE: 1 1/2" = V-0" <br />PARAPET ENLARGE DETAIL <br />SCALE: 1 1/2" = V-0" <br />T.O PARAPET <br />EL. (+) 21'-0" <br />0 <br />w <br />J <br />IL <br />a <br />Q <br />at <br />o= <br />cn t <br />J <br />a. t <br />0� <br />W( <br />tU <br />to <br />�t <br />11ft <br />C <br />N <br />0 <br />E— <br />v <br />EL. (+) 17'-4" <br />B.O. STUD <br />FRAMING <br />EL. N 14'-6" <br />(SEE ELEVATIOI <br />ENLARGE DETA <br />SCALE: 1 1/2" = V-0" <br />ITEM # <br />DESCRIPTION <br />�1 <br />8" CMU BLOCK <br />22 <br />PROVIDE 5/8" - 3 COATS STUCCO FINISH OVER WATER BARRIER <br />AND DENSGLASS SHEATHING. PAINT BY COLOR ELEVATIONS. <br />❑2 <br />12" CMU BLOCK <br />23 <br />CHANNEL SCREED. SEE ELEVATIONS FOR DIMENSIONS & SPECS. <br />�3 <br />8" CONCRETE MASONRY UNIT. SEE STRUCTURAL DWG'S. <br />24 <br />PITCH POCKET ROOF FLASHING. <br />�4 <br />12" CONCRETE MASONRY UNIT. SEE STRUCTURAL DWGS. <br />25 <br />PITCH PAN SEALANT. <br />PROVIDE 5/8" - 3 COATS STUCCO FINISH (PAINTED). <br />26 <br />PAPER BACKED METAL LATH (1 LAYER) OVER 30 LB. FELT PAPER <br />❑6 <br />STEEL JOISTS. <br />27 <br />ROOFING INSULATION AND ROOFING MATERIAL AROUND <br />SEE STRUCTURAL DWGS FOR SIZE, SPACING, AND BRACING. <br />THE METAL TUBE <br />�7 <br />STEEL GIRDLE. SEE STRUCTURAL DWGS. <br />28 <br />5/8" EXTERIOR GRADE DENSGLASS SHEATHING SECURELY <br />❑8 <br />CONCRETE BEAM. SEE STRUCTURAL DWGS FOR SIZE. <br />29 <br />3.5" 16 GA. STUD FRAMING SPACED 16" O.C. <br />aCONTINUOUS <br />24 GA. GALV. METAL COPING SECURELY ATTACHED <br />30 <br />8" METAL STUDS @ 16" O.C. FOR FRAMED PARAPET'S SYSTEM <br />TO P.T WOOD NAILERS. COLOR TO MATCH WALL BELOW. <br />ANCHORED TO ROOF STRUCTURE. SEE STRUCTURAL DWGS. <br />10 <br />2X P.T WOOD BLOCK W/ 1/4"X4" THREADED ANCHORS @ 6" O.C. <br />31 <br />1/4" SLOPE MINIMUM. SEE ROOF PLAN <br />STAGGERED <br />11 <br />H <br />SCREW /W SEALING WASHER @ 6" O.C. <br />32 <br />METAL ROOF DECK. REFER TO STRUCTURAL DWGS. <br />12 <br />STUCCO STOP <br />33 <br />WINDOWS. RE: DOOR & WINDOWS SCHEDULE. <br />13 <br />SEALANT <br />STOREFRONT. RE: DOOR & WINDOWS SCHEDULE. <br />2 PIECE COUNTER FLASHING SYSTEM TYPE "STX" BY FRY <br />CANTILEVERED CANOPY W/ STEELOUTRIGGERS; BY AMERICAN <br />14 <br />REGLET. (SPRINGLOCK) <br />35 <br />PRODUCTS INC_ OR EQUAL. PROVIDE SHOP DRAWINGS AND <br />CALCULATIONS SIGNED AND SEALED BY A DELEGATE LICENSED <br />PROFESSIONAL ENGINEER, CONTRACTOR SHALL PROVIDE A COPY OF <br />15 <br />FIBER CAN STRIP. <br />THE SHOP DRAWINGS TO THE TENANT FOR REVIEW. <br />16 <br />CONTINUOUS 4" CANT. <br />36 <br />NOT USED <br />17 <br />R-19 MINIMUM EPS BOARD INSULATION. G.C. SHALL INSTALL <br />37 <br />"' DRIP1 -1" FROM STUCCO FACE. <br />ACCORDING MANUFACTURER SPECIFICATIONS. <br />, <br />18 <br />PARAPET BEYOND. <br />38 <br />NOT USED <br />R19 <br />WALL BEYOND. <br />39 <br />RE: STRUCTURAL DWGS. FOR REINFORCEMENT <br />20 <br />METAL TUBE PARAPET BRACING. SEE STRUCTURAL DWGS. <br />21 <br />1/2" DENSGLASS SHEATHING OVER METAL FRAMED PARAPET <br />SYSTEM. <br />D 110%lifts SA *L <br />■ <br />US,IYI <br />I t e r n d"% tio n a <br />Associates, Inc. AA26001933 <br />Architecture • Planning • Interior Design <br />14125 N.W. 80th Ave. Suite 303 <br />Miami Lakes. Fl. 33016 <br />T. 786-235-9097 <br />F. 305-362-4420 <br />dtiinfo@dtiarchitect.cofn <br />, vw_citiarchitect.com <br />Revisions: <br />Date Description <br />10.30.20 ISSUED FOR BID <br />IL <br />O <br />T_ <br />40 <br />a0~a <br />N <br />M <br />V <br />c <br />W~ <br />2Z <br />LULL <br />W <br />Q <br />W <br />�v <br />to <br />Q <br />H <br />O <br />a <br />�W <br />_j <br />Qa <br />° <br />Z <br />> <br />_j <br />w <br />W <br />v <br />t- <br />p <br />O <br />mot' <br />W <br />Q <br />Z <br />Z <br />o- <br />' <br />a <br />Q <br />o <br />Uj <br />�� <br />T_ <br />J <br />= <br />v <br />zM <br />ao <br />m <br />J <br />Z <br />L <br />0 <br />Q <br />0 <br />D <br />W <br />R <br />_j <br />W <br />12O <br />W <br />2 <br />1 <br />0.(6 <br />Ig <br />O <br />�J <br />OVW <br />Mul <br />to <br />oW <br />Z <br />a <br />= <br />O <br />= <br />W <br />sIL <br />W <br />N <br />OW <br />= <br />OC <br />N <br />L <br />Job Number: <br />19093.01 <br />File name: <br />Issued Date: <br />10,30.20 <br />Drawn by: <br />J.0 <br />Checked bv: <br />C.P <br />I I SHEET NAME I I <br />ENLARGE <br />DETAILS <br />SHEET NUMBER <br />A-8.0 <br />