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08-40-1555 4 7/% E L . 0'E) 0" c9 / \ / / / / s \ A ELEV. 0'-2" CIV 2 x 6'-0" A irl 61, la 4" 5 W/*4 / j, TRENCH D IN \ @ 12" EA. ca \WAY BO rc- \ o 4 O" i co/ / \ /i 6/ / \ \moi o \\\o, @� EL. '-O" GROUND FLO +11.8' GVD O\ .° 3 / fib, � \\ \ \2� // ELEV. 0-0" \ \\ '° \ sem, f \ \\ a / a 6 \ \ 12 0 / ZO \ o O ellzz 41 �-E\LE _2'o / / \2 +a O � �' ST 7 \ \ 2 H I " co C. W 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 r• Y• Y • 4 r r V • V V W 4 • U Y 4 i 4 ♦♦♦ i 4 V u V V V W w w 4 V Y • U i Y *26000522 V u�k6 6 • V i V V• W V V Y Y Lr. V O V u M U M � Y Q. U w t t O O 1- V V u 4 Y • V • '~' W V • l G Y ♦ u U VV wVy u VV4 66 w •wV K `r O a • V• f • Y t i H � W � V V V � J l l V Y G L w v u r JW y w 2 r YY V Zall i V p V— • YiY Y Guu • wr• r.n♦�.,r Y � o r � — N O y M O M � cu O C M W J ti a U O M M 4 M o � M t O a ti N U t p K U w K 121'-2" 28'-0" 14'-8" 31-6" 28'-0" 19'-0" ` ��i// \\ 4Q / ,�h AD DL LOA \\ 17/ / d,4�Q1 22 D coI TC -2 01 ts' O r� j iij \ \ `PC? X21 / F �� / / N 80 PSF cQ o IIDII 5-201 \ / I ccs @ I ( U i TRENCH DRAIN �jCD / / /` � 5 Ua DOWN r UP tv 2 SL11 11 1 o c`\v 4 CONIC. SLAB 0 GRADE �5 D p \ 4 , / \ 2 ELEV. 01-01'I cv W/6x6-W1,4WWF NW COMPACTED FIL TO 95•/. OPTIMUM DENSI AS PER / �� `� ��Q�/\\\ / \\ �6Rz \\ 18 / o, 5 I TB -1 � 50 I PROC OR TEST \ / // \ G o �, � \ / 23 / TB -1 3 \\ '� °" AO SLEEVE I�4 x a 4 x a' o" TB -1 - M _ a R 4° 0 � "'-o° � � I Tc -1 2 5'-5" 0 / w s -2o '0" \ / / s 2 0. �' �1\ I m 1 I N It 24 m 1 I ❑ " ❑ 3 I I ❑ ❑ `n — —SB -12 m O, C\G !�P' `.� Lu S-30 Lia d Lu L Ln — CL o TB -1 4 @ 12" T. 00 \Z �Q 4 2� 1 �'x a' o° w I I LL _ N w - 15 / •'f6' S1 Y \ �, sT� / o QO \ o �? — 1 c7 0 —� - — — r o 27 — SB -8 — — 31 — —� SB -9— 35 c� - 5B-10 39 © SB -11 — 43 QJ \\ o s� \ (-'VV/ I ° o *4 11 Ix a'-0' ° o I I o o I I o o 4 h hx V-0-1 i a, �� \ �,�C� G'� 1 P.C.J."I@ 51-_6_41 III I I r I I I I * mI I EL o I r: 2 TO I o III - III o III m I I I 4" CONC. SLAB 2 SL I o 0, \ 6: „ S q I - _ , 1 �-? # 4 @ 12" EA, WAY 1 N o d!� \"�O L LOAD Q GOF r7 I I co I I m I I I I a ATMID-DEPTH. ILO 20 TC 580 F/ R co I I 4 CONC, SLAB W/ m '' N m m c° u)I I EL• 0 -0 GROUND FLOOR I I 11 N �\ \� cn I I X4`4 @ 12 EA. WAY i i @j I I +1 1.8' NGVD 18-2 18.-2 \ / 11 I I AT MID -DEPTH. r - E / o I I b 1 I v �i 4 @ 111 ..x a' -o° o4 x a' 0" ❑ b III ❑ 1 E 0'-1 II Lu s Lu Lij cr Ir LuTICW o Q i T Q I 0 b c� SB -i 25 SB -2 2a 1 SB -3 c� 32 SB -4 36 SB -5 c.2 r 40 I ...- _ SB 6 v 44 1 1 - SB -7 46 I — 0 48 5 o I I N NI 1 N 6" CONC. SLAB I `H 3`5 AD or Q I I o Q q �n W/ #5 @ 12" EA. I in - — fi BOTT. cv N c� co r D to , I �— III `� *4 @ �'x a' a" E � I I p WAY BOTT. _ L1J I _ 14 @ x a o" @ m F? _ I� I a 0 11 T I o III o I r co I� I TB = — 0 O CL O O NII 1 C? — r U) N m I I c"I I #4 Cad h Ix 8'-0' 4 12" TO s -2o1 I 8' X 0' a" � CL N I L= m =I 26 --� _----- 29 I -------- ------33 - _---- r -------- I I ------ - I ---= _---_----_- - I-- ------ . __-- - -- —t - - 6 I f _^- -- -- ------ ---- - -- - --- - - - - --- - - - - 37 cp 41 45 47 -'- I Tc -7 Tc- I 1b =_---__ =-T =_ ___�_ _= II II Ir �' I I col I�TOPADdf _---=��=�_ _=-_=s5� LL L�-- --J I - - 1 -------- WF -16 ----- - - -- -- 5-300 J I 5 SU CE 5-201 00 �J 19'-4" `H 9'-0" 30 -0" 6'-8" 30'-0" 5'-0" 10'-1 11 5' 6" 3'-911 14'-5 I I I I I I 141-811 28'-0" 28'-0" 28'-0" 19'-0" 28.0 11 39' 0" 28' 10" 280" 41'9 3' 6.. r '�F�{ ' 3- `•.,' 80'-911 206'-0" I I E E.5 F G H I J K K.8 L N GROUND FLOOR FRAMING PLAN. 3/3211 = 11-011 =0j ARCHITECTURE INTERIOR DESIGN PLANNING SEAL: ` �✓ co G3 .'� f✓ MARIO A. SUAREZ � P.E. 25414 '`••�- ` '� OXFORD UNIVERSAL 4311 PONCE DE LEON BLVD. CORAL GABLES, FLORIDA 33146 5966 SOUTH DIXIE BUILDING 5966 & 5970 SOUTH DIXIE HIGHWAY MIAMI, FLORIDA 33133 MATED ARCHITECTURE INC. THIS DRAWING IS THE PROPERTY OF MATED 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 AOTHORI2ED By THE ARCHITECT/ENGINEERS OF RECORD. PHASE PERMIT DRAWINGS FILE NAME: PROJECT NO: MA0605 DRAWN 6Y: M.A.S. CHECKED 6Y: ISSUE DATE: mol z_ u�k6 6 GROUND FLOOR FRAMING PLAN W H ��/ 28 � .�.. cn Q. U w U X rLm 0IL z 19 Z Z U 66 w 40 = Lu Z W < �<_ Ix 1_0' LLQ Zall n� OXFORD UNIVERSAL 4311 PONCE DE LEON BLVD. CORAL GABLES, FLORIDA 33146 5966 SOUTH DIXIE BUILDING 5966 & 5970 SOUTH DIXIE HIGHWAY MIAMI, FLORIDA 33133 MATED ARCHITECTURE INC. THIS DRAWING IS THE PROPERTY OF MATED 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 AOTHORI2ED By THE ARCHITECT/ENGINEERS OF RECORD. PHASE PERMIT DRAWINGS FILE NAME: PROJECT NO: MA0605 DRAWN 6Y: M.A.S. CHECKED 6Y: ISSUE DATE: DECEMBER 10, 2007 REVISIONS SHEET TITLE GROUND FLOOR FRAMING PLAN SHEET: OF:� S-101 19