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13-1329R-029� � � � CD � � � 0 LL ' ^ LU- � � _ _ ^ (K�- 9--- ---- -- _ (D- _ (D--- IZEWFAKI LU AWNING BY a SPECIALTY ENGINEER 0 It flc� 11 _ 12 - - /5\| |m �] � \ f-2 | LO SLAB 5000 PSI || ,L�'i===p==i==--==�-=-==-�`' Erm � ' | | X 3 �^ --.~ --- . - ----- ^-- - ~ -- -- ~ - - - - . - - ----- �� --- --' -- ~ - ^- - - -- - - .- - -. / _-- -_-' .--- --~- - - . - FRAMING NOTES QQNT- 1� POST-TENSIONED �� DELEGATED ENGINEER ' -^ � > NOTE THAT ALL P.T. SLAB WITH IN AREA | . DESIGNED SHALL BE �NED �OR MAXIMUM c� \ DIFFERENTIAL SETTLEMENT 8 YNTH / RESPECT TO REMAINING P. T. ^ AREAS OUTSIDE OF AREA 1 ^ � FT | / , - rn 1.00 j 2.00 100 SW-1 0 tK C� 8" POST-TENSIONED 5r AWNING BY ' ENGINEER MI M, ' INDICATES #5 TOP BARS INDICATES #5 TOP BARS @12~o.0 (6' LONG W/ 10" HOOK) T-1 INDICATES #5 TOP BARS 0 12"o,c' /10` LONG) INDICATES #5 TOP BARS 012~o.o. (12' LONG W/ 10" HOOK) T-4 INDICATES (2) #4 DIAGONAL TOP & BOTTOM. (5' LONG) INDICATES #5 TOP BARS @12"m.n. (14' LONG W/ 10" HOOK) ~--�—~INDICATES #5 TOP BARS -~----|N0CATEB #5 BOTTOM BARS [@ DENOTES #5 0 12- TOP 8c BOTTOM INDICATES STUD RAIL SHEAR REINFORCING. SEE TYPICAL DETAIL ON SHEET S4`01 him.. I-Lillll GENERAL CONTRACTOR NOTE DO NOT SCALE DRAWINGS 1 COORDINATE DIMENSIONS BETWEEN STRUCTURAL AND ARCHITECTURAL DRAWINGS - NOTIFY STRUCTURAL ENGINEER AND ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. A MINIMUM OF TWO TENDONS SHALL BE pRONDED IN EACH DIRECTION THROUGH SUPPORT COLUMNS (PER ACI 18.12.4) Structural Drawing Updated 12-20-13 Based on Architectural Backgrounds Dated 10-28-13 PERMIT SE T :111 rj Uhyll ARCHITECTURE & INTERIOR DESIGN, INC. � 745odanta avenue, suite 112l � abamoota springs, fl327O1 : phone: 407.830.1400 � ` fax: 407.830.4143 /A8UU2731 � mwwfommarch|hoctuna.com South Miami, FL | � i , ^ , �k��� Fndn ' -- Fmm Deft | / EDITED BY: Yp | i � , i � / � / i ' Fourth ��8 Plan / UU ����� K-��"°U �K 8 K-8~°~°" | � / / | ' i i � ! �-`�~'� 0 W�W� ' �m�� n*w� � m m