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08-1320-016K J I H z' 48' -9' 24' -0" 9' -0' 8' REINF. MASONRY BLOCK 12 WALL BELOW OPENING SEE _ ARCH. DWGS. FOR HIGH, FILLED -- W/ 3000 p s.i. GROUT AND REINF. W/ 1 05 a 24' O.C. MAX. 05 GAUGE L- LADDER TYPE EVERY 16' O.C. 5 N -- -- UF -36 14 i i WF_ 36 - ,-- ----------------- -- --- - - -� -� O� I--- - - - - -- ------ - - - --1 j__�•__- I • I - -� L_ 0 METAL STAIR ; QA r BY OTHERS. I - -- 24' 0Y I 9._ (P al l le-al I K 0' -2' 9' -0' ' -0' UP-39P Y 11F -36 U 3 F $2>rj E O O 114' -4' ON 9' -0' 11' -0' 9' -0' 11' -0' 9' -0 11' -0' 9' -0" 9' -0' 3' -8' 3' -8' 3' -8" 9' -0' 6' -2' # 8' -4" lol- 1 Fox: (954) 442 7190 Ik� e^.nail: remosbldg @aol.com ' -0' SCHOOL I South Miami _ South Miami, FL 33143 CONSULTANTS: JEANETH ARDILA I 2' -0' I ALEJANDRO CABAL -CABAL architect MARCEL ADRIAN PEREZ architect -18501 Pines Blvd., Suite 107 Pembroke Pines FL 33029 -36 EDUARDO GONZALEZ P.E. INC. WF -36 Y OI I I I I I Tel: (305) 445 5100 _T OI I I I I �- - -- _� Y - Pedro Arias P.E. 63813 LLF -36 -2071 Johnson Street, Suite 115 O Qr 13 e -mail: pedroa @ingemel.com � - -i r -- WF -8 ------- - - - - -- - -� r -- WF -8 - - - --- -- -- -- - -� WF -8 oil ------ - - - - --- --� r -- WF -S - - - - -- - - - - -- I -690 NE 13th Street Suite 105 - -- po -' - -i I�_g r- -- - --- -- --� - - - -i r---__i - - - - -J L-------------- -- - - -J L--------- t---- - - - - -J L------------- - - - - -J L-- - - - - -1 4' CONCRETE SLAB OVER VAPOR B 0 10 8 0-- B = 10 O -$ _10 - - -� BARRIER ON WELL COMPACTED FILL - - -- I W /6x6 1.4 X IA W.W.M. REINF. (TYP) I 1 I OI 1 -- 1 F-1.1 I F I � �- t- WF -36 L--------- ------------------------- - - - - -i Y L -- - - - -- — — —� ------------ --- Y - - - - - -� �,C - - - - °11 -36 - �1 _ L— - - - -- — - - -- - - --- -- — I L. - - -- 1 I Model File: Drawn by: I ------ --- -------------- - - - - -i i----------- - - - - -- ------------ --- - -- nio 11 7 111, ! Date: 12/03/08 Scale: As Show Copyright Sheet Title FOUND. /GROUND FLOOR FRAMING • PLAN. iiij Sheet:Nomb_ er V r (%!'r• siTiz�� {V ` .•�o . 4• SOMERSET SOUTH MIAMI S-5 O r- - - � 0' -2' 9' -0' ' -0' UP-39P Y 11F -36 U U � I — c.,J` 5 23 -4' (2) WF_ e- Q 114 I n2 1Zi 1Zi n Lt - - -- -- - - - - -- - - - 60T 9' - (3) "8 AT EACH CORNER (TYP.) J I H GROUND FLOOR NOTEs> I. S TDENOTE ALL WALLS REINF. MASONRY BLOCK FILLED WITH 3000 pa.1 GROUT t WALLS REINF. W/ (1) 'S a 48' O.G. MAX 4 • 9 GAUGE LADDER TYPE EVERY I6' O.C. (U.ON.) 2: SLAB TO BE 4' CONIC. SLAB ON VAPOR BARRIER OVER WELL COMPACTED FILL, RENFORCED W/ 6X6 - W 1.4 X W 1.4 W111.R 3.- TOP OF SLAB ELEVATION +0-0' TYP, UNLESS OTHERWISE NOTED. 0' -0' ELEV. DENOTES MIN. ELEV. REQ. SEE CIVIL ENGINEERING DOCUMENTS FOR MIN. ELEVATION REQ. ABOVE MEAN SEA LEVEL. 4.- FOR GENERAL NOTES, SECTIONS AND DETAILS, SEE SHEET S -I, AND S -5. 5: COORDINATE ALL SLAB DEPRESSIONS AND OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 6.- PLAN AND CALCULATIONS HAVE BEEN DESIGNED WITH COMPLIANCE WITH F.5.C. 2004 EDITION T: TOP OF FOOTING ELEVATION 4-0' MIN. BELOW EXISTING GRADE ELEVATION. BOTT. OF FOOT. ON TOP OF LIMESTONE LAYER 3' -0' MIN. BELOW EXISTING GRADE. SEE SOIL REPORT PREPARED BY ARDAMAN 4 ASSOC. DATED 10- 01-08. 8.- METAL STAIR 4 RAILING BY OTHER SUBMIT SHOP DWGS FOR APPROVAL PRIOR TO FABRICATION. SUBMIT SHOP DWGS SIGNED AND SEALED BY FLORIDA REGISTERED ENGINEERS WITH APPROVAL PRIOR TO FABRICATION. STRUCTURAL STEEL DESIGN 4 CONSTRUCTION SHALL COMPLY WITH AISG SPECIFICATION FOR THE DESIGN, FABRICATION t ERECTION OF STRUCTURAL STEEL FOR BUILDING NINETH EDITION. _i UI• G.J. L---- - - - - -- TOP OF SLAB ELEV. t0'- 0' ■X' -X' Nts.VD. 4' CONCRETE SLAB OVER VAPOR BARRIER ON WELL UI COMPACTED FILL W /6x6 I j U 1.4 X IA W.W.M. REINF. (TYP) 10 BOTT. OF FOOT. 3' -0' MIN. BELOW EXISTING GRADE © 11 I I ------------- _j U U U U 8' REINF. h1ASONRY BLOCK WALLS -� FILLED W/3000 p e.T. GROUT AND REINF. W/I 05 a 48' O.C. MAX., - - - - 0OJ GAUGE LADDER Yt PE EVERY 16' - O.C. IN ALL WALLS. ITYPJ. --- - - - -36 - - - - -- - 3 —Fi - 1Fi— --- -- -- — - -- — t:, O1 r, O) I I I $ -5 G F E ELBAENTS 3 F $2>rj E O O 114' -4' ON 9' -0' 11' -0' 9' -0' 11' -0' 9' -0 11' -0' 9' -0" 9' -0' 3' -8' 3' -8' 3' -8" 9' -0' 6' -2' # 8' -4" lol- 1 Fox: (954) 442 7190 Ik� e^.nail: remosbldg @aol.com ' -0' SCHOOL I South Miami -5876 SW 68th Street South Miami, FL 33143 CONSULTANTS: JEANETH ARDILA I 2' -0' architect ALEJANDRO CABAL -CABAL architect MARCEL ADRIAN PEREZ architect -18501 Pines Blvd., Suite 107 Pembroke Pines FL 33029 -36 EDUARDO GONZALEZ P.E. INC. WF -36 Y -717 Ponce de Leon Blvd., Suite 335 -36 Tel: (305) 445 5100 Fax: (305) 445 6644 WF -36 M.E.P. ENG.: INGEMEL SA LLC. -36 Y - Pedro Arias P.E. 63813 LLF -36 -2071 Johnson Street, Suite 115 Pembroke Pines FL 33029 USA IIF_36 13 e -mail: pedroa @ingemel.com - - - - -- - -i r -- WF -8 ------- - - - - -- - -� r -- WF -8 - - - --- -- -- -- - -� WF -8 r -- ------ - - - - --- --� r -- WF -S - - - - -- - - - - -- - -� r--- WF -8 -690 NE 13th Street Suite 105 - -- - - -- - -i I�_g r- -- - --- -- --� - A.R. 0011702 j--- - - - - --J L------------ - - - - -- J L ------- t--- - - - - -J L-------------- -- - - -J L--------- t---- - - - - -J L------------- - - - - -J L-- - - - - -1 4' CONCRETE SLAB OVER VAPOR B 0 10 8 0-- B = 10 O -$ _10 - - -� BARRIER ON WELL COMPACTED FILL - - -- I W /6x6 1.4 X IA W.W.M. REINF. (TYP) I 1 I -- I n I - -- � I 3 I -- 1 F-1.1 I F I � �- t- WF -36 L--------- ------------------------- - - - - -i Y L -- - - - -- — — —� ------------ --- Y - - - - - -� �,C - - - - °11 -36 - �1 _ L— - - - -- — - - -- - - --- -- — I L. - - -- 1 Project No: USC13-1 Model File: Drawn by: ----------- ------- --- - - - - -0 - - - - -0 i-- - - - - -- ------ --- -------------- - - - - -i i----------- - - - - -- ------------ --- - -- nio 11 7 111, ! Date: 12/03/08 U � I — c.,J` 5 23 -4' (2) WF_ e- Q 114 I n2 1Zi 1Zi n Lt - - -- -- - - - - -- - - - 60T 9' - (3) "8 AT EACH CORNER (TYP.) J I H GROUND FLOOR NOTEs> I. S TDENOTE ALL WALLS REINF. MASONRY BLOCK FILLED WITH 3000 pa.1 GROUT t WALLS REINF. W/ (1) 'S a 48' O.G. MAX 4 • 9 GAUGE LADDER TYPE EVERY I6' O.C. (U.ON.) 2: SLAB TO BE 4' CONIC. SLAB ON VAPOR BARRIER OVER WELL COMPACTED FILL, RENFORCED W/ 6X6 - W 1.4 X W 1.4 W111.R 3.- TOP OF SLAB ELEVATION +0-0' TYP, UNLESS OTHERWISE NOTED. 0' -0' ELEV. DENOTES MIN. ELEV. REQ. SEE CIVIL ENGINEERING DOCUMENTS FOR MIN. ELEVATION REQ. ABOVE MEAN SEA LEVEL. 4.- FOR GENERAL NOTES, SECTIONS AND DETAILS, SEE SHEET S -I, AND S -5. 5: COORDINATE ALL SLAB DEPRESSIONS AND OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 6.- PLAN AND CALCULATIONS HAVE BEEN DESIGNED WITH COMPLIANCE WITH F.5.C. 2004 EDITION T: TOP OF FOOTING ELEVATION 4-0' MIN. BELOW EXISTING GRADE ELEVATION. BOTT. OF FOOT. ON TOP OF LIMESTONE LAYER 3' -0' MIN. BELOW EXISTING GRADE. SEE SOIL REPORT PREPARED BY ARDAMAN 4 ASSOC. DATED 10- 01-08. 8.- METAL STAIR 4 RAILING BY OTHER SUBMIT SHOP DWGS FOR APPROVAL PRIOR TO FABRICATION. SUBMIT SHOP DWGS SIGNED AND SEALED BY FLORIDA REGISTERED ENGINEERS WITH APPROVAL PRIOR TO FABRICATION. STRUCTURAL STEEL DESIGN 4 CONSTRUCTION SHALL COMPLY WITH AISG SPECIFICATION FOR THE DESIGN, FABRICATION t ERECTION OF STRUCTURAL STEEL FOR BUILDING NINETH EDITION. _i UI• G.J. L---- - - - - -- TOP OF SLAB ELEV. t0'- 0' ■X' -X' Nts.VD. 4' CONCRETE SLAB OVER VAPOR BARRIER ON WELL UI COMPACTED FILL W /6x6 I j U 1.4 X IA W.W.M. REINF. (TYP) 10 BOTT. OF FOOT. 3' -0' MIN. BELOW EXISTING GRADE © 11 I I ------------- _j U U U U 8' REINF. h1ASONRY BLOCK WALLS -� FILLED W/3000 p e.T. GROUT AND REINF. W/I 05 a 48' O.C. MAX., - - - - 0OJ GAUGE LADDER Yt PE EVERY 16' - O.C. IN ALL WALLS. ITYPJ. --- - - - -36 - - - - -- - 3 —Fi - 1Fi— --- -- -- — - -- — t:, O1 r, O) I I I $ -5 G F E ELBAENTS CONCRETE STRENGTH Tc (PSI.) COLUMN 10,11, 4 SOFFITS f'c ■4000 PSI. GROUND CONC. SLAB f'c =2500 PSI. ALL OTHERS t MASONRY GROUT f'c ■3000 PSI. FOR SIDEWALK AND PARKING SEE SITE PLAN AND ARCH. DUY� FOUNDATION AND GROUND FLOOR FRAMING PLAN SCALE 1/8' . r -0' r J 2) lZ u. METAL STAIR —_ BY OTHERS. %0 WFAI I — I I L \ \ \ I N \ w — \ `3 L I I � I I I I I 0 U,.� 4 I 1 2 II I 0 I ci._ 1 J 4' CONCRETE SLAB OVER • �_4 • 71 I 0 VAPOR BARRIER ON WELL •; ; r l COMPACTED FILL W /6x6 • -I t I = 1.4 X 1.4 W WM. REINF. (TYP) ELEVATOR PIT O ; ELEV. -4' -0" �l 1, 't SEE STEP DOWN I I All I Q I TAI C ; �I I 2 ICI J �9 I @I WF -36 2 Z L� L - - -- Z - -- - J _ I - _- ______ 11F =1z I _' - 1.1 1 IMMM I 5 r - --- i r----- - - - - - -- -- - -� S 0 Q) N ],C ------ I I 111 I rA I -- ----- --- - - - -_ -0' - - - ---- 1------- - -r_0� -- Sr2� --- J6' -21 i 10' -0' 8' CONCRETE SLAB OVER VAPOR BARRIER L ON WELL COMPACTED I I FILL W /"4a12'O.C. ; I EACH WAY BOTT. p C ; A I I I �I I �I I fe — . — . — . — . — . — . — . — . _ . — ai J 12 F. Q CITlf OF SOUTH BUILDING MIAMI DEPT. APPROVED 13y.• GATE- .J NOTICE: ARCHITECT 4 STRUCTURAL DRAWINGS HAVE TO BE CONSULTED TOGETHER CALL ARCH/ENGINEER FOR ANY DISCREPANCY HEFORE BTARt OF WORK ' `c t y ��. ' c� J. EDUARDO GONZALEZ P.E., INC STRUCTURAL ENGINEERS fir, a 717 Ponce d. Leon Blvd. Butts 309 Corol Coble.. Florldo 3313' Td. (305) 445 -5100 Fax (305) 445 -6544 •.,.� ~ ' STATE OF FLORIDA REGISTRATION/ 24927 STATE OF FLORIDA LICENSE / CA- 0006166 �•• PROJECT / 0572 ••+ ti�poaeeryd�.. dmu. 1. ld4r�. Wap�rpreu� .�.pr.d�.rau..a.gy+nanacsa► r Yid �'ror aYirp pa ed'�"hr tlw w"" cpooild �rldi6= � wJv ft&T coufta�1°�inMkr- i ,MREMO ALEJANDRO REMOS R.A. _a;rchitects - AIrlandro Remos R.A. 0011702 18501 Pines Blvd., Suite 107 Pembroke Pines FL 33029 --Tel: (954) 442 7122 Fox: (954) 442 7190 Ik� e^.nail: remosbldg @aol.com SOMERSET CHARTER SCHOOL South Miami -5876 SW 68th Street South Miami, FL 33143 CONSULTANTS: JEANETH ARDILA architect ALBERTO CHINCHILLA architect ALEJANDRO CABAL -CABAL architect MARCEL ADRIAN PEREZ architect -18501 Pines Blvd., Suite 107 Pembroke Pines FL 33029 STRUCTURAL ENG.: EDUARDO GONZALEZ P.E. INC. Structural Engineers J. Eduardo GonzAlez P.E. -717 Ponce de Leon Blvd., Suite 335 Coral Gables FL 33134 Tel: (305) 445 5100 Fax: (305) 445 6644 e -mail: eddygon @bellsouth.net M.E.P. ENG.: INGEMEL SA LLC. DESIGN & BUILD ENGINEERING COMPANY STATE OF FLORIDA CA No. 9113 Pedro Arias P.E. 63813 Patricia Morales P.E. 63818 -2071 Johnson Street, Suite 115 Pembroke Pines FL 33029 USA Tel: (954) 3182264 Fax: (954) 450 7216 e -mail: pedroa @ingemel.com pmorales@ingen-el com CIVIL ENG.: Consulting Engeneering & Science, Inc. Nelson H. Ortiz P.E. 57556 -10700 North Kendall Drive Suite 400 Miami FL 33176 Tel: (305) 378 5555 Fax (305) 279 4553 e -mail: nortiz@CESMIAMI.com LANDSCAPE ARCH.: M. L. A. GROUP INC. Scott McClure RLA 6666695 -690 NE 13th Street Suite 105 Fort Lauderdale FL 33304 Tel: (954) 763 4071 Fax (954) 4671688 e -mail: mlagroupinc @yahoo.com SEAL: A.R. 0011702 REVISIONS: Project No: USC13-1 Model File: Drawn by: J.A / M.A. / A.C. Approved by: A.R. Date: 12/03/08 Scale: As Show Copyright Sheet Title FOUND. /GROUND FLOOR FRAMING • PLAN. iiij Sheet:Nomb_ er V r (%!'r• siTiz�� {V ` .•�o . 4• SOMERSET SOUTH MIAMI