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08-40-160015 Q A 0 5 �O ELEV.+191-101, ELEV. +191-1011 FA A +23'-6" PARAPET = C.M.U. NON-BEARING WALL C.M.U. BEARING WALL CONC. WALL NOTE 1; 1. EXTERIOR WALL SHALL BE REINFORCED W/ #5 @ 32" IN GROUTED CELL 2. INTERIOR WALL SHALL BE REINFORCED W/ #5 @ 48" O.C. // 2�� A � \ 2\\ r, ,+G,�' \ /\ \\ 3. PROTECTED OLUMNSTOBECORNER / \ Via, \ 2"� ELEV. / >\ @'\ o \�+20'-0" ELEV.- �/ +19'-10" rc- - ELEV. `L ✓� \ , 3 / \ \ +20'-0" PAI \ � Cel ; 3'` / / \ \ ,�P \�•� .s, � / \ \ �• \ .. LE ELEV, \ r ELEV. 2 '�a \ \ / p 2' \ \ 12 /�/ E19101, \ G H I J K K.8 L BELQW % / ELEV. 5�.' 121'-2° X2a 0 19 -0 10 2a -0 28'-0" ELEV\ \ Ca 0 \ \ j \ FILL O C.M.U. 3 /r�, `� .;o tC !r/r/C ��2„0\ +20'-2\ h� 3 d SMOOTH EXTERIOR g / �. Ir 2r / \, \ EL. +23'_6" T.O. PARAPET / ELEV. 00 \'� d \ \' \ 2F� / o, O'G'� j \ TB -1 +20 - �2� \ \ 13 st ! \ \ G'�'� \\\ 17 \ ELEV. +19-10 / G ,,2 e/ °(J r� P� \ r, o/ j / \/ F b I in ` �2e�`@ ,dam\��,� "�G� /�+ \\5� �o/ or Ce�j /� j F 2., a� ��p /i%/ `° T �' 1 _ I _ @j OL EL. +23'-O„ \'o, / / S. 04 5-20 ELEV. T.O. PARAP T �� \ \ �`d s� �<! ` /�' I U T I E19' 1LEV'0' " CONC. BLAB W 2 S91- -0 \ \ms's G''F` DOWN c 4 @ 12 EA. WAY N ELEV. j� 'o, G''�` tk /� / ��O a EL. +23'-b NII 2 SL ,- T MID\DEPTH, N 5 \ \ \ \ +20-2 \10% % f�` / / / I +20-0 14 a ,'� / �', 2 N T.O. PARAPET \ \ 25 / o, .- I p \ELEV. 'r sr' Ego -�o" 18 /�` \ / I N -2b : < s�- EL. x-23 -6 \ ELEV. \ \� ��, / ip\\ \ ,a / \ 23 2SB-58 30 TB -1 34 TB -1 3a I TB -1 Nt 42 9 * 0 Ilk r 0. PA PET +19'-10" ZFr 6' �O� 3 ` x� F�� / / \ 23 / EVE #4 11� "x B' -o" - 4 �1.� I TB -1 o mss✓ Cep 2/ / \ Q,,// I 3 s 0 \ _ - - 7 ICYc' / ELEV, +23'-6" + 00'_0.€'d \ 1 +20'-0" 3 �, w —'� 2 ELEV. \ �Q, oe co +20-0 PARAPET 3 m i -� y w N co S-20 0 �, \ cS j �5 24 \ 3 u_ C? c? U- Q U 0 LL I Q W r +19--10" +'� \\ / y `L / / N . I 1 ❑ ❑ N a J ❑ N� c� cn N \ 2�/ \ 19 / �/\s Oip �2 �Q Ij II �n �;. cn + o a cn o _ L_—��2SB-12 - — TC -1 TI, cr N w w N w b N cV w I / o,, C� \ 'A \O, 1 '1 31 � 35 I ( T 39 43 — — ` — — — / / P�� \ \ 27 — — --. 2SB-8 — — — - 2SB-9— �I 2SB-10 — — O _ 2SB-11 O r o TB -1 0 T— - —.^— --� @112 T a a .v " @ co \ EL. +23'-6" \' y / m� \- I� \ \. 2F ; / C,' \\ Cel I I ELEV. N a4 y 21x ='-0" N �' I I N ELEV. I I o4 h 'x a'-0.. TYP. T.O. PARAPET ,\ o, p \ '�`4 N� � �� �_ �� I I +20'-2" (3j � I I raj CO I I @j 1D +20'-2" I I �j C° 3 � I- 12 P.C.J. @ 5'-6" I III I I B III co I I S ,� R 5-201 IM. �, 3 I I _ $ I I 3 I I LL. i I �� v 2 S L ELEV. °` ca\ \ 6:0„ S qC 3 o I ,- I cn I 4" CONC. SLAB W I r `� I a 4" CONC. SLAB W +19'-10" `L , �F -� r I b I _ I I I I •� / ,. Ln \ R N - m #4 @ 12 EA. WAY m " cel m I m I to I �- _I I ��ELEV. T'-,-ELEV. #4 @ 12 EA. WAY cv N LL 1 cv 1 MILS -MID- T I I / � AT MID- EPTH. i;0, N I � I I co ill I I I +20 -2 ELEV. G / I I I I @ I #.4 °x a' -a' 1 1 +20'-0"ELEV. \ > 20'-0" SECOND LOOR E o ELEV, 0 0 #4 1 'xs' 0" 0 0 0 +19'-10" / a / / \ ❑ �' 4 "x a'-0" +20'-0" 0 =' I I � ❑ � ELEV. ❑ � I 1 ❑ I 1 ❑ � w>= �w I I U cr i I +20 0 LL �� I I cc - I I cc N \ \ \ w Q 11 w o III CL w Q iII LL. u O III w Q I I w o T - \ CD 2SB-1 —25 .._._ — — 2SB 2� — 2a —2SB-3 — 32 1 — r — 2SB-4 0 —ca7-36 L— — �� o — —40 —2SB-L 44)1-,— 2SB-7 r 46 �k @� 48 6°CONC.SLABW/ —�— —--wlr--.. _.. _.._ �� .--- ---` —--------_._—_._ ----- - - — ' 1 I III o o 11:II IL 3 11II o TB -1 #5 @ 12" BOTT. & o 3 �5 ADD L �"' 0 I� r 0 � 0 �•- 0 � o �- o \ #4 12" TEMP. zo az III J I BOTT. J cm 1 I I J c\ J cv I'I I ci v 1 1 cv @ �- C°4 1 "x s' -o" c° cn 4 I' "x a1 o" GD Ln @1 @� fD T' I ii rn `O 04 N -7 .r CID it N to ' rc _ TB = rc i I T. 3 co O 1 0 3 rn � o7 -1 0 3 I I1 o U o NI' 'I o T I— T y... I 1 T L r 8 �r - -. - -- u_ \ cu ELEV. N II U ELEV. ELEV. m1 ELEV. - 1 " ELEV. „ ~ g—p�o- -Q" m - '` +19'-10" +19'- +1 NI III +19'-10' T4 ~,`0 +19'-10" 12 TOP / O - - - - - - / \ - --^ — I — — - - - - - rc-i TB 213-12\ 2' SB 49 2SB-53 2SB-54 2SB-55 2SB-56 2SB-57 2 TOP V x 6ADD L '-0" 2 EL. +23'-6" 9'-8" 9' 8" 91-61' 5-201 159'-2" T.O. PARAPET 1 I I I I I I I I I I V V V 4 Vv V V • V U i• u u G • • M V • 4 W Y ••i • V V U V • V • • y ••• goo 4 V V W W G V V • • V • • • 4 V • • V V V V V • • Y ♦ • l goo owe •I•• 44GUV UG• •G•i ♦ • Y U • Y l i • • V i V • i V • V l YiuV V VV•i• • •Y• i W••• 13'-7" 1 14'-5" 1 28'-10" 2k-0" 1 28'-0" 29'-0" 28'-0" 19'-0" 1, 28'-0" I I I I I I I I I SECOND FLOOR FRAMING PLAN 3/32II _ 11—OWI 10 Lo 0 7 A #26000522 � O M U 't C Q � C ~ O U W LL 2 > U C 47 � F- f' w � .0 L V. 4 y .n w h q w � � N O � h � t O N C � C W LL � Q o " o M M w me W � t U c C U ARCHITECTURE INTER" DESIGf j PLANNING n SEAL: c XK LLB'u MARIO A. SUAREZ �' P.E. 25414 0 crJ U d z tw UW �w z W 12 C _H'I lie �© u c� OXFORD UNIVERSAL 4311 PONCE DE LEON BLVD. CORAL GABLES, FLORIDA 33146 5966 SOUTH DIXIE BUILDING 5966 & 5970 SOUTH DIXIE HIGHWAY MIAMI, FLORIDA 33133 MATE ARCHITECTURE INC. THIS DRAWING IS THE PROPERTY OF MATEU ARCHITECTURE INC. UNLESS OTHERWISE PROVIDED FOR BY CONTRACT. THE CONTENTS OF THIS DRAWING ARE CONFIDENTIAL AND SHALL NOT BE TRANSMITTED TO ANY PARTY EXCEPT AS AUTHORIZED BY THE ARCHITECT/ ENGINEERS OF RECORD. PHASE PERMIT DRAWINGS FILE NAME; PROJECT NO: MA0605 DRAWN BY: M.A.S. CHECKED 1Y; ISSUE DATE: DECEMBER 10, 2007 REVISIONS 3. CITY COMM. 04-2208 SHEET TITLE SECOND FLOOR FRAMING PLAN SHEET: OF: S-103 19