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08-40-153a.5 Gi /Q1 5 4 / tk \\ 3.2 / ^ \ x / \ ELEV. 0'-2"- \ \ / / 2 X 61_„11 \ b `J / ADDYL 6,, 2 36" 0 NT.. 311 HOLES / TC.1 \ / A / 5 O Tae 01> B \5 EL\\ O'-0'1 GROUND FLOOR +11.8\ NGVD PIA Zzo / 3 ,\g �e 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 Q11) zo '°\\ � 12 // \�, G H I O K K.8 L 10, 121-2 10 101,\ �.A G¢ \ / / .O. O \ x / �r� \ �'' ♦N /'1 I_ 11 I_ it I II I_ 11 1 II I II 6 2 28 0 28 0 19 -0 28 0 141 3L 4 16 lb \ �,n \ � , Off\ ` / � � \ \ S� / ,�•ti \, � \ � I Js° 5 \ ° �, '�' \ ! 6 \\ 3,�� ; \� \\ 4�� , - / sol �`,p \ti \ 3 A 17 / / N. �Q1 W/#4@ 12 A. WAY EA. FACE ADD'L LO80 PSF A \ / 22 co I 0 CL p / y Ito _ 6< co/ \ *O / @ 2 j 'o. V� '` \\\ `' F¢// ��°' ;o �\ \ `' ,O / ? `3 U c� C) j -TRENCH v a 0. Q- `ti 2 O \ / / / � / / x O, �f� U DOWN �, UP cv �, q 4 CONC. SLAB ON%GADE p \ ,�o j / y; cS�� 6, / 'QUO a T 2 SLi o Q \, a 1 6, n, 2 / NW/ 6x6 -W1.4 WWF ONWEL. 10 +° \ �/ \ \ \o� �' ¢/ o, T` ELEV, 0'-0" W a COMPACTED FILLTO 951 \ \ ° \ � \ 5 / I I cN OPTIMUM DENSI AS PER / �1; PROCTOR TEST \r' �/ // \ \ �CaG \\� \ E�:S I TB -1 I / \V/ // \\\ , \ y / \ 23 /--__B-1=====-30 3 4 50 Lj \ //� p \2 k A°4 20 5 SLEEVE - ._ ... ...I. - 11 - -- -- - - - --- - - - - - - - #41211 Tl B ,� \ � ;�� \ FOR 4" 011 Lu to T0'1 a —-- -- \\ \r� �O r I ry u- I 61. [Q O O d C7 O O l CVV7 1 �sQ `J ` \\ 19 / Q. � P� n n � ul O -3a 3 I I CC --: L,... ...,-.� ..—,.. - i— V ❑ ❑ I ❑ ❑ LLSB-12 c� rt m a g #4 1�xa70 Lu W w ZN W II —� k 2 Q� 1 SB -8 c� 31 c� SB -9 SB -10 SB -11 F a 27 — .._._ — - — — _ 35 [� cr — —.. — — 39 c� 'r:_ — — 43 p TB -1 #4 12" T Tal a \--- O 11D ti b CL 1L EL \\ / \\3 �'9 P I I c\j#4 w�Ix B1-01°- I I b I I o #4 h 'x:'-0" _ t / I \ 51 / �g� oG�, � �o �-- cm cP P.C. @ 5'-6" I i I I I I I I ao I @� , ELEV, 0'. 11 I r=p 1 1 1 0 3 11 I 3 III Q �-I I I•I 2 SL \�a \•� 0, et S 1 3 � 4 CONC. SLAB v I o AD 'L LOAD O 3 - �--- --- T F p co I �? #4 @ 12" EA. WAY I co \ 3 580 F R T I( 4 CONIC. SLAB W/ --- so( I >, m I 11 n. cv ,� ( EL. 0 —0 GROUND FLOOR LL I I I cv AT MID -DEPTH. I 51-511 181.211 18'-211 \ \\ cS; ti \\ J U, I ILLm I i #4 @ 12" EA. WAY � ( @j I 1 +11.a NGVD ( I I T C AT MID -DEPTH. E o 0 34 "x =1.011 III U o #4 11I IIx i'-0" o o III o I \a + Ems, ,�,1 \ j TC - x o I I ci © I I ❑� I I ❑ „v U Lu Lu Lu I I N W- I I Lu I I Lu I I w N 1 S I ZZ / 1 \ \ 25 I T 0 C I 0 o i 0 I I 0 — SB -1 �� S -2 c SB -3 32 SB -4 36 SB -5 40 SB -6 cs rr 44 SB -7 c� 46 . 6" C__c4_ ONC. SLAB — — q 3— — — c — — — —o N I —o o CL _ a _ cq W/ #5 @ 12" EA. I ir) r jT BO T. v III N b cv bl I I E b © o T 1 3 0 4a J WAY B TT. Io � Iw �— III I co #4 6604'x uo11 ,- #4 I 'hc i' -0'I r- iD Zo I r ioI BOTT. �,� i III # "x r-011 3 � q 't ILLm I I r I� cn -' ( TC_, — TB = _ _ _ cu\ p I I o G I I o ( o I o� — I J r � : ' \ � T01 *- 3 T.,. '. I T ? r � 9 `" " I I ci I #4 M 21x it -0" #4 12" TO 5-201 m 8` °�-° �I O" X Y 0 811 \ r �� — I w I rcc] 26 29 I 33 cv 3 I I I 6 _ L O ITC -1 (Dco rc-1 T II Li 11=`I— ' ��_---- -- I� 37 = �I j� Lo Lo 41 45 47 1 , -5 x I IL 1 -- ...,.,.... WF -16 --------- ....._..,............,...._ _ - -- 5-30 -� I S-201 -6 5 I L LE FACE L .__gym7 SU 411-911 • 1 m 191-011 14'-a'1 80'-9" --- 2061-011 I I I I I I I I E E.5 F G H I J K K.8 L 00 co CV �I Lo! GI O h,r GROUND FLOOR FRAMING PLAN. 3/3211 _ 11-011 on U• Y #21000522 uu o G ro v u • M w c c _4 5 r � O ul W w � a. _a Q c n y In w h O i 1j N M y M 4 M c " G N � h 0 r M W w O � O M M q N �• O M w w W O t IL x� U O C U c a F-- ARWTECq, k OR DESIQN PLANNING AW ,'01, , MARIO A. SUAREZ P.E. 25414 fU• • Y ••iVV o itiouse Lu G V• Y ~ co Q� V • • Y U • r y r w r G • r G u r • • r • r• u V• V i i • r V V u do ;2 LL z in G �0 • • 4 • • • i • Y • ■ r u uu • r G• G r ■ • • r Y • u y u• y • • uur uuu •r•• vuyyu wrr u • • u • y u V U u • V • V • G V V • Y V • • U ••Gf Y Y4V V• r •ru i VV• 4 16 lb \ �,n \ � , Off\ ` / � � \ \ S� / ,�•ti \, � \ � I Js° 5 \ ° �, '�' \ ! 6 \\ 3,�� ; \� \\ 4�� , - / sol �`,p \ti \ 3 A 17 / / N. �Q1 W/#4@ 12 A. WAY EA. FACE ADD'L LO80 PSF A \ / 22 co I 0 CL p / y Ito _ 6< co/ \ *O / @ 2 j 'o. V� '` \\\ `' F¢// ��°' ;o �\ \ `' ,O / ? `3 U c� C) j -TRENCH v a 0. Q- `ti 2 O \ / / / � / / x O, �f� U DOWN �, UP cv �, q 4 CONC. SLAB ON%GADE p \ ,�o j / y; cS�� 6, / 'QUO a T 2 SLi o Q \, a 1 6, n, 2 / NW/ 6x6 -W1.4 WWF ONWEL. 10 +° \ �/ \ \ \o� �' ¢/ o, T` ELEV, 0'-0" W a COMPACTED FILLTO 951 \ \ ° \ � \ 5 / I I cN OPTIMUM DENSI AS PER / �1; PROCTOR TEST \r' �/ // \ \ �CaG \\� \ E�:S I TB -1 I / \V/ // \\\ , \ y / \ 23 /--__B-1=====-30 3 4 50 Lj \ //� p \2 k A°4 20 5 SLEEVE - ._ ... ...I. - 11 - -- -- - - - --- - - - - - - - #41211 Tl B ,� \ � ;�� \ FOR 4" 011 Lu to T0'1 a —-- -- \\ \r� �O r I ry u- I 61. [Q O O d C7 O O l CVV7 1 �sQ `J ` \\ 19 / Q. � P� n n � ul O -3a 3 I I CC --: L,... ...,-.� ..—,.. - i— V ❑ ❑ I ❑ ❑ LLSB-12 c� rt m a g #4 1�xa70 Lu W w ZN W II —� k 2 Q� 1 SB -8 c� 31 c� SB -9 SB -10 SB -11 F a 27 — .._._ — - — — _ 35 [� cr — —.. — — 39 c� 'r:_ — — 43 p TB -1 #4 12" T Tal a \--- O 11D ti b CL 1L EL \\ / \\3 �'9 P I I c\j#4 w�Ix B1-01°- I I b I I o #4 h 'x:'-0" _ t / I \ 51 / �g� oG�, � �o �-- cm cP P.C. @ 5'-6" I i I I I I I I ao I @� , ELEV, 0'. 11 I r=p 1 1 1 0 3 11 I 3 III Q �-I I I•I 2 SL \�a \•� 0, et S 1 3 � 4 CONC. SLAB v I o AD 'L LOAD O 3 - �--- --- T F p co I �? #4 @ 12" EA. WAY I co \ 3 580 F R T I( 4 CONIC. SLAB W/ --- so( I >, m I 11 n. cv ,� ( EL. 0 —0 GROUND FLOOR LL I I I cv AT MID -DEPTH. I 51-511 181.211 18'-211 \ \\ cS; ti \\ J U, I ILLm I i #4 @ 12" EA. WAY � ( @j I 1 +11.a NGVD ( I I T C AT MID -DEPTH. E o 0 34 "x =1.011 III U o #4 11I IIx i'-0" o o III o I \a + Ems, ,�,1 \ j TC - x o I I ci © I I ❑� I I ❑ „v U Lu Lu Lu I I N W- I I Lu I I Lu I I w N 1 S I ZZ / 1 \ \ 25 I T 0 C I 0 o i 0 I I 0 — SB -1 �� S -2 c SB -3 32 SB -4 36 SB -5 40 SB -6 cs rr 44 SB -7 c� 46 . 6" C__c4_ ONC. SLAB — — q 3— — — c — — — —o N I —o o CL _ a _ cq W/ #5 @ 12" EA. I ir) r jT BO T. v III N b cv bl I I E b © o T 1 3 0 4a J WAY B TT. Io � Iw �— III I co #4 6604'x uo11 ,- #4 I 'hc i' -0'I r- iD Zo I r ioI BOTT. �,� i III # "x r-011 3 � q 't ILLm I I r I� cn -' ( TC_, — TB = _ _ _ cu\ p I I o G I I o ( o I o� — I J r � : ' \ � T01 *- 3 T.,. '. I T ? r � 9 `" " I I ci I #4 M 21x it -0" #4 12" TO 5-201 m 8` °�-° �I O" X Y 0 811 \ r �� — I w I rcc] 26 29 I 33 cv 3 I I I 6 _ L O ITC -1 (Dco rc-1 T II Li 11=`I— ' ��_---- -- I� 37 = �I j� Lo Lo 41 45 47 1 , -5 x I IL 1 -- ...,.,.... WF -16 --------- ....._..,............,...._ _ - -- 5-30 -� I S-201 -6 5 I L LE FACE L .__gym7 SU 411-911 • 1 m 191-011 14'-a'1 80'-9" --- 2061-011 I I I I I I I I E E.5 F G H I J K K.8 L 00 co CV �I Lo! GI O h,r GROUND FLOOR FRAMING PLAN. 3/3211 _ 11-011 on U• Y #21000522 uu o G ro v u • M w c c _4 5 r � O ul W w � a. _a Q c n y In w h O i 1j N M y M 4 M c " G N � h 0 r M W w O � O M M q N �• O M w w W O t IL x� U O C U c a F-- ARWTECq, k OR DESIQN PLANNING AW ,'01, , MARIO A. SUAREZ P.E. 25414 UJ� z o Lu CO ~ co Q� M u r� U w U! 0a. z co z t C7 W w z�' - t J �� u) co do ;2 LL z in �0 ow �t n OXFORD UNIVERSAL 4311 PONCE DE LEON BLVD. CORAL GABLES, FLORIDA 33146 5966 SOUTH DIXIE BUILDING 5966 & 5970 SOUTH DIXIE HIGHWAY MIAMI, FLORIDA 33133 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 AUTHORQED BY THE ARCHITECT/ ENGINEERS OF RECORD. PHASE PERMIT DRAWINGS FILE NAME: PROJECT NO: MA0605 DRAWN /Y; M.A.S. CHECKED BY: ISSUE DATE: DECEMBER 10, 2007 REVISIONS -1 FIRE DEPT, COMM. 01-16-08 -3. CITY COMM. 04-30-08 Aa4*irrrw= GROUND FLOOR FRAMING PLAN SHEET: OF: S-101 19