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08-40-159075 NO 5 4 P RAPET 3 C-1 lS% �� oc �p EL. +23'-6" 0. PARAPET V / +191-101, / ELEV.— +191-101, LEV.—+19'-10" \ 10 � / 0O �2ELEV. , ,i / �`�% > C �@ o +20'-0" //// ELEV. 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. 3. * DENOTE COLUMNS TO BE CORNER PROTECTED WW�YV W4V V W W:.UV V wW W i Y NW UU W i! W i '1 W V • • • W V W ! V 4 V t YYiU W •ice •CG • Y • !W•W Y W R • f • N fa Ci t" i V • i • i W i • W W B v•• W W � • W r. Y W • • U • •f' YW VUy V w W W C v v•• W y• WWW u Uy V W fIN W i v W• V w W W fi 4 V W V V V V• W V Vul: cr ti W ,. '�W V V•.V• V v rc �Q, 3 // /' \ 20 0 /1' O // \ \ G,• � \ ir oo,+19'-1 " \ / / �'` c�� cn \ 3 ELEV. +20'-2" ��, \ \o ��� \ Te D r K ELEV. � `L/ ELEV. G H I J 3� �\ +20'-0" I 2 ' \ '-'/ O \ \ 121'-2" \ \ C?O o \. 11 / / \\\�s� QF,O �,/ r��P� �, E20 0° �Q �'� �pW 2a -0 28'-0° 19'-a, 2a' -0 14'-a° 3'-6 3 /,�, `L� �lGQO \ FILL W/ C.M.U. 5 ,,o, ja, \ ro 2�0%/,/�� �%�' '�� �' +�o, \ G d j ✓ C� / SMOOTH EXTERIO`i /@ELEV.3 68 +20'-2\ I I I @>\ti EL. +23'-6„ / pQ \ \ / / b, `jam \ �/ T� T.O.PARAPET \\\ray TB -1 1 ELEV. +20'-0" OQO \ \13�� \ \\ 17 ELEV. `�6 X CaC�o /, j ✓ o +19'-10" \ QG• @�2 ` � �J� r \5�P ,o \ r,,� �� � N I d' EL. +23,_ „ \ j /� p , r 1 _ _ ELEV. T.O. PARAP T ao, 6 \ c'° , j S O, 'a/-20 F +19'-10"� '�� 3 �� >\2 0, / 1 �j 1 " I ELEV. c3 " C C. SLAB W/ ,> �i o \\ r +19-10 a 2 SL / ':' \ 2F /� 6 \ �'� v \ I - 4 @ 2" EA. WAY ;o �F,9 CL DOWN Cj m I 2"SL r T MID- EPTH. N T.O. PARAPETELEV. ELEV.- +20'-2" O, r i v +20'-0" m ,• �\ ELEV. \ ti �I I S< L = / �' I s� h / 3 o I @ \ 9 * O 1* +20'-0" �� \ \ \ 1 a j /` 34 3a I b' 42 T 0 / +a \ \ C� , O \/ / \ 5 23 / 2SB-58 30 TB -1 TB -1 TB -1 c� EL. +A3 PET ELEV. \ �, o, pig 3 \ 1 - - - - - - - - - �� +19'10" 2��� @- 10" \ /-------- ---- -_-_. - - 1 - - 'y _ E E4 1 "x a' -o"' -, #4 - 1 ' a' -o° TB -1 Tc, I I 3 R 4" III o - b, !f \ �s rr r'�/ / r ELEV. +23'-6 +20'-0" 3 +20'-0" 3 a N " S-20 0 +20'-0" En w EA , // ELEV. \ \ S ,�� �P 4 3 m I J o PARAPET o m I b U J 0 LLI C7 `? DN u 0D u / \. > / cv I ❑ ❑ nI I ❑ Q cn i a �' .� 2SB-12 .r U7 I Tc, +19 -10 \ \ / y 0 F,p' `T' 1 cn f w w III ¢ L_ — — H- o — �, N w - Lu = N I I w - iv N w a cn - _ tk ��00 / " 1 0 2SB a 0 2SB 9 35 (D 1 T 39 43'1 — - TB -1 31 Q ; 2SB-10 2SB-11 o _ 10 A `I �- I y� 4 1' - --- -- - --- L _ - — --- � - -- � o - 8 3 0, :0 0, I - — - ^-- __ - — ---- ----� _ # @112'T \ --- --- a � co Ua \ ry 1 ° b #4 Ix i'-0" I I o b ELEV. i i _ #4 11 'x 8'-0'. TYP. 2 EL. +23'-6" \ 2� / '9� \ np ' �� / I I ELEV. ~ - T.0. PARAPET / o, ��. �? ry I I +20'-2" N I I `� 11 @j `� +20'-2" 1 I `� 3 N I �: S-201 IM. b'° 1" P.C.J. @ S-6" I III III I j � o m l I S� U I 2" SL 1 r� - C c� 3 1 1 0 3 l i Q4" CONC. SLAB W/ I r N I a r _ r'a \ ELEV. �' ,���' � �. „ � � j r � j _ 4" CONC. SLAB W/ +19-10 �� Fq cn ao 1 co I _ cn m I LL 1 I I—ELEV. r N `L p 'qCa' J 3 o r I #4 @ 12" EA. WAY m 1 I I c�I #4 @ 12" EA. WAY m N Q LL I i�l IAT I 11 +20'-2" LEV. AT MID-DIEPTH. �,0' N I 1 N 1 I 1 1 #4 1 "x i' OI' 1 1 +20-0 Q ELEV. ��� = I I ELEV. 0 1 1 0 #4 1 "x a'-0" o o I I +19'-10" y� 20'-0" ,OIVp LOOP E ❑ 0 4 "x i'-0" +20'-0" o - 1 1 ❑w - I I +20 0" a I I o I I � N \ ' w = I I w o III o- w© III 0-1 w a tui Lu � Q o \ / 2SB-1 \ 25 L — — 2SB 2� 28 2SB-3 32 2SB-4 —36 — `� — —40 ,•,._2SB-� r 44J — 2SB-7— __ '� 46 * aU 4a - " — _---- — --- _ - ' tV 7 6 CONC. SLAB W/ — — __� — — — o - I o - © _cD CD #5 a 12 BOTT. & y�, D LrD - �I - -� - 1 #5 AD J o III - J N _ c~v I I ~ r co ,- I j cD D #4 @ 12" TEMP. iii 1 kiOTT. #4 I 'x V -a° cn '� cn `� #4 I "x a'-0" N m i I N b �III - - N � � ILi- � - _ � I � _ - 3 I I � (j I I _ I I co TB Tc,- --=1 3 © 3so - El 11 m r -_= --- I LL - r I U ELEV. .- m I ELEV. #4 x ELEV. # 12" TOP T \ x I N r ELEV. I I ELEV. " +1 NI 1 +19'-10' / � +19 10' I I +19- I 1 +191-101,_ - - - - I I \ TT 11 T I II I Tc -1 TB Tc, 2B-12 2SB-12 2SB-12 2SB-12 5 2SB-12 2SB-12 2SB-12 " TO ADD�L 5 5 S_ 01 5 EL. +23'-6" 1 5 5 T.O. PARAPET I I I I I I I I 137" 14'-5" 2a'-0" 19'-O" 2$'-0" 28'-10" 26'-0" 28'-0" 28'-0" 177'-2" I I I I I I I I 1 E L.5 F G H I J K L �Nj� SECOND FLOOR FRAMING PLAN. 3132" = 1'-0" 7 *26000522 _h Q m U m � � t O � F- I O W I � C O � p, W F- F- W K i J a i Z L Ca a y ua y� w c N � M m M O m � N O C eh W 4 � I w o I O m � m 4 '7 N m U C w o 1 2 t ac U U U � S I Lu ARCHITECTURE_ INTfRfR(kEEG? III G SEAL' �••�'.`* ••• r 1� Q. ,...C) .. e MARIO A. SUAREZ�' P.E. 25414 II zO Od C (1 O w do (n M w � Q�O cf) U W 6 LL n N Uj Z OILZ z� 0 < Z p `n N NU' w"� <� w Z >a 0� 4c o (n CA Q Z �0 1 OXFORD UNIVERSAL 4311 PONCE DE LEON BLVD. CORAL GAILES, FLORIDA 33146 5966 SOUTH DIXIE BUILDING 5966 & 5970 SOUTH DIXIE HIGHWAY MIAMI, FLORIDA 33133 MATEU 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 A07HORI2ED 6Y THE ARCHITECT/ENGINEERS OF RECORD. PHASE PERMIT DRAWINGS FILE NAME: PROJECT NO, MA0605 DRAWN 6Y: M.A.S. CH€OKEO 6Y: ISSUE DATE: DECEMBER 10, 2007 REVISIONS 3. CITY COMM. 04-2208 6, BLDG. DEPT. (08-27-08) SHEET TITLE SECOND FLOOR FRAMING PLAN SHEET' OF: S-103 20