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08-1320-005E: PROPERTY 24'-& LINE LA 14- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -PLAYGROUND .' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A- F-------- 11, CLASSROOM J` P AWN CS IM R 0140 1-o r 107 OCC. LOAD k-A 468 SM20=24 STAIR 06 7 STUDENTS FE I DROP OFF PORCH FE rA HALL ,/W-%2 ... ... .. ...... J STORAGE ANITOJ A _01 I ta SW 68th STREET 141•-4* It 5• 3• 3. 40 O AffN ,•-a. 3t1V qtm aitz 1 6md 624 6� 11 PROUECTON Aoovr • ... . . ...... .. .. ........ @ F U CLASSROOM CLASSROOM CLASSROOM 106 105 104 .. . . .. ..... ... .... . . OCC. . LOAD .... OCC LOAD '0" ... C'dA6Ab W sf20 =28 544 W20=28 W sf20=28 4'.I0 A- 4`117 14ticri 4'.10 P ho .......... . .. ...... I ;W CLASSROOM 108 OCC. LOAD 544 sf/20=28 '.11 a- lit 14. CIO % 4 4• • Iy AP V110 0_1E_ L FOOD PREPARATION FURN(FUREr EOUIPMLNISANO )(TURES11YOUt" CONCROEPLANTER 50 ,-V r 7 Otrm-tt o� 21•1• LMOSCAPLARFA (IYP.) 0 CH .013 W 113 CONCRCTE --.f VOICEL STOP PM G KITCHEN EQUIPMENT SCHEDULE MK DESCRIPTION MANUF (1) MODEL I HOT FOOD TABLE EAGLE DHT4.120 2 COLD FOOD STATION EAGLE CP41c5 3 CASHIER'S STATION CAMBRO ES28 4 I CONVECTION OVEN (ELEC) SOUTHBEND EH-205C 5 I HOLDING /PROOFING CABINET EAGLE HPFNLSI 6 1 MILKCOOLER TRUE TMC49S 7 WIRE SHELVING UNIT EAGLE S4.74-1848C 8 JANrrORSINK EAGLE F-1916 9 UTILITYCART LAKESIDE 322 10 ICE MAKER WARN ICE-O-MATIC ICE0400FAO III REMIGERAToRFREEzER BEVERAGE -AIR PRF24-24-S 12 EXHAUSTCANOPY GREENCHECK G-XEW 13A RANGE(GAS) GARLAND H2B 138 GRIDDLEGRILL (GAS) APW-WY0TT GGM-24 13C DEEP FAT FRYER (GAS) MONTAGUE RF40 130 HIGH PRESSURE I STEAMER MARKET-FORGI SBSTE 141 WORKTABLE EAGLE T304=-BS IS 3COMPARTMENT SINK EAGLE 414-16-3-24 16 3,COMPAR`rMENT SINK EAGLE 414.16-3-24 17 21COMPARTMENT SINK EAGLE 414-162 Is WALK-IN REFRIGERATORIFREEZER KOLPACK 3d C9 77.7-7.71fil 9 110 CLASSROOM CLASSROOM LASS OCC. LOAD OCC. LOAD 544 W20=28 544 sf20 =28 $ PROPERTY --- --- I LINE 1'. 0 1 ------ is --- - -- 4 d' ` ' 0 - ------ -- 1 4. =FIR ELEV.:t 9-W I ------- T.O. CONC. SLAB STAIM I -------- A-05 —COIX. Fw ST A6 I I & CLASSROOM CLASSROOM CLASSROOM 103 102 101 7 OCd1dAb' OCC. LOAD occ. LOAD 5F_ 544 Wf&=28 A- 20=28 544 sf/20=28 W 04� 10, 4• 14' 1 Cr A- A- 4••I(Y 141-10' 14, 4- Iff IFE 6 07 Z, U.1 MAIN HALL A' 11�0 .2141. T-0 _*r Irtiarer. PULTUNTIL –PROPERTY CORRIDOR I A"ER10OR . 0. FRAME -F LINE T& ARE SET 3l 10" .. .. . ... .. .. ........ .. .. . ..... .. .. . ..... . ......... .. .. ....... ..... .. .. ..... 1 4' " " ..... - - * .... * 0 .. .. .. ...... 00 OFFIrE#I 60 A- I I PAI V5—,7 All 4 • 0 4 q-1 W4 A-09 CLASSROOM CLASSROOM CLASSROOM 112 113 OCC. LOAD LOAD OCC.LOAD -944 sf/20=28 544 sf/20=28 Na 525 sf/20=27 ;on E 13REAK I@ 4• OFFICE#2 f-1 iii � � I: ro: rsa._:: xa:s:ess:,::.e�1•�-r_�ev�1�:.9i L`i,� _ oil Lim t t1 IM sif IMAV"ZI11MUTIMIrm P-11 - I aJ PROPERTY LINE O 0D C (B (A 1) 001D LEGEND SECTION S GENERAL 5ECTION SECTION WALL5ECTION 1 t=msow$ = DOOR 01 5TOREfRONT PLAN P WINDOW PLAN Fw_T-_6_1- W I LAYERS (A. SIDE Fvff- --2 F Ilarizaniall3dw.141 0STAXILARDIVANII `TM AREAS * *111ILFIRIERATED wi HR. iFFLERATED 0 02HILRRERATED W WnE %. G•WIL 11" PARTITION USENOISM M 5/8 *G.W1I 5/B*typa-X 111111IMERSIDEGIF O Studs @IIA'7111IT-WHIM RIESISTANIG.WR R ROOF SF RUC TIM AS PER FEIC M42 A: R Ruff STMEM O OVER R-4.5 FJGIUPMTM TAPED G PAINTED k ea side Design talL I B BETWEENRIMMSM 5/8" type-1 gm.b. ca. side STUCI 35rj3"cr5%" 3%. ar5%" NIL SUMS —3%"nr5%" NTL STUDS @24* 0.C.-256A KIL STUDS -4- @ 24'0.C.-25 GA. @ 24* D.C.-25 GA. I aJ PROPERTY LINE O 0D C (B (A 1) 001D LEGEND SECTION S GENERAL 5ECTION SECTION WALL5ECTION 1 t=msow$ = DOOR 01 5TOREfRONT PLAN P WINDOW PLAN LAN LANDSCAPEARrA LANDSCAPEAREA FIRST FLOOR PLAN D__ (TYP4 LEVEL 01-011 Scale %8' =V -0" WALL TYPES 8" CMU WALL FURRED 8" CMU WALL STRUCTURAL MEMBER 4" OR 6" REGULAR PARTITION 3-5/8", OR 5-518" MTL. STUDS @ 24" O.C. WITH 1/2" DRY-WALL EACH SIDE I HR. FIRE RATED 4" OR 6" PARTITION 3-5/8" MTL. STUDS @ 24" O.C. (# WP 1200) 17777 7/7 WITH 5/8" TYPE-X DRY-WALL EACH SIDE GA WP-1200 Ve" (I 5.9mm) Fire-Shield Gypsum Wallboard or %"(I 5.9mm) Fire-Shield MR board screw attached horizontally to both sides 3 Ve" (92.1mm) steel stud, 24" o.c. (610mm). All wallboard joints staggered GYPSUM CONSTRUCTION GUIDE -7th EDITION STUD PARTITIONS: 1)ATTACH TOP & BOTT. TRACKS WIHILTII X-OW20THP 314'* PINS @ 24- O.C. 2)SEAL TOP OF DRYWALL ON WP 1200 PARTITIONS WIHILTII CP601S FIRESTOP. SEE DETAIL ON SHEETA-02 FIRE NOTES; o FE - 5 lb ABC Fire Extinguisher mounted @ 48" AFF to top in recessed cabinets 75' max. travel distance, protruding no more than 4" if in exit access. 100% Fully automatic sprinklered Building. A Separate Permit and full shop drawings will be provided for the Fire Sprinkler System and Fire Alarm System. GENERAL NOTES: - Florida Fire Prevention Code NFPA 129-2.4(2003 Edition) In buildings required to be provided with a standpipe system In accordance with this Code, not less than one standpipe shall be provided and kept In -CONSTRUCTION TO CONFORM TO service during construction. Such standpipes shall be Installed when the F.B.C. 2004 EDITION W1 BROWARD progress of construction Is not more than 50 it. (15 mt) In height above COUNTY AMENDMENTS. grade. Standpipes shall be provided with approved fire department hose connections at accessible locations adjacent to usable stairs and shall be -SHOP DRAWINGS FOR PRE-CAST JOIST, designed to furnish 500 gal ( 1900 L)of water per minute at the top-most RAILINGS, STOREFRONT ARE REQUIRED outlet at 65 psi (450 kPa). This standpipe shall be extended as TO BE APROVED BY BUILDING DESIGNER construction progresses to within one floor of the highests point of PRIOR TO SUBMITTING TO THE BUILDING construction having secured docking or flooring. If the standpipe Is DEPARTAMENT. temporary, It shall be designed to furnish 100 gal (380 L) of water per -PRODUCT APPROVAL REQUIRED FOR, minute at 65 psi(450 kPa) with a standpipe size of not less than 4 In. (10 cm) and STOREFRONT, STOREFRONT DOORS, shall remain In service until the permanent standpipe ROOFING MATERIALS, STEEL ENTRY DOORS. Installation Is complete. ALL PRODUCTS APPROVAL ARE TO BY NFPA 10.1.5 ( 2003 Ed.)At least one portable extinguisher having a APPROVED BY BUILDING DESIGNER raring of at least 4-A-30-B.C. shall be within a travel distance of 75 ff. or PRIOR TO SUBMITTING TO THE BUILDING less to any point of a structure under constructlom DEPARTAMENT. NFPA 105(203 Ed)Personnel normally on the construction site -PREFAB. METAL STAIRS AND RAILINGS shall be instructed In the use of the fire extinguishers provided. CONTRACTOR TO PROVIDE SHOP DWGS. A Florida Registered Architect or Professional Engineer shall RISERS @ 7- furnish Inspection of all reinforced masonry structures -ALL DOORS IN THE MEANS OF EGRESS BE SECTIONS 506.2 AND 506.3 HAVE BEEN USED FOR THE ONE SINGLE ACTION RELEASE, SHALL COMPLY INCREASE STORY WITH FAC AND SHALL NOT REQUIRE THE USE OF A KEY, TOOL OR SPECIAL KNOWLEDGE TO GENERAL NOTES DURING CONSTRUCTION NFPA OPEN FROM THE EGRESS SIDE. Florida Fire Prevention Code NFPA 1 (2003 Edition) 16.2.3.1.1.. Storage of flammable and combustible liquids shall be In accordance -FIRE CODES IN EFFECT ON PLANES with Chapter 66. FLORIDA FIRE PREVENTION CODE (FFPC) January 1, 2005 16.2.3.1.2. Storage of Class I and 11 liquids shall not exceed 60 Gal (227 L) WITH DADE COUNTY AMENDMENTS, within 50 ft. (15 mt)of the structure. (241:55.1.2.) WHICH INCLUDES NFPA 101, 2003 EDITION, 1112.3.1.3. Storage areas shall be kept free of weeds, debris, and combustible NFPA 1, 2003 EDITION, & STATE STATUTES, 2003 EDITION. materials not necessary to the storage. (241:55.1.3.) -GROUP OCCUPANCY. EDUCATIONAL GROUP 'E' 16.2.3.1.4.Open flames and smoking shall not be permmited In flammable and combustible liquids storage areas, -BLDG. TYPE. NB 16.2.3.1.5. Such storage areas shall be appropriately posted as " no smoking" areas. (241:55.1.5) -FULLY SPRINKLED BUILDING 16.2.3.2.1 Class I and Class 11 liquids shall be kept in approved safety SUBMIT SHOP DWGS. FOR SPRINKLER DROPS containers.(241:5-5.2.1) 16.2.3.2.3 Class I liquids shall be dispensed only where there are no open flames AND OPTAIN PERMIT FOR WORK or other sources of Ignition within the possible path of vapor travel. -MOUNT 5LB. ABC FIRE EXTINGUISHER (241:5-52.3) 48" AFF TO TOP. - All approved NOAs and shop drawings shall be submitted prior to their related -FLAMMABLE OR COMBUSTIBLE LIQUIDS WILL BE NOT Installations ( Exterior windows, doors, storefront, low nd step slope, precast STORED HANDLED OR USED ON THE CONSTRUCTION Joists and beams, truss engineering, etc.) SITE. - Prior to the installation of any footing foundation system for this building, the "FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS" building official will be provided with a statement of allowable bearing capacity from an architect or professional engineer. "GAIL LIVER WOOD IRKING @ 111"O.C. MR 4.5 RIGID INSULATION 1WEEN FURRING SIMPS. CA II *VTEXTURED STUCCO FINISIL SECTION S SECTION S 2.0 @ r stffemrs SECTION t=msow$ = =M� % %M94 PLAN P PLAN P Ilari2ental Batw.Mt Studs PLAN Fw_T-_6_1- W I LAYERS (A. SIDE Fvff- --2 F Ilarizaniall3dw.141 0STAXILARDIVANII `TM AREAS * *111ILFIRIERATED wi HR. iFFLERATED 0 02HILRRERATED W WnE %. G•WIL 11" PARTITION USENOISM M 5/8 *G.W1I 5/B*typa-X 111111IMERSIDEGIF O Studs @IIA'7111IT-WHIM RIESISTANIG.WR R ROOF SF RUC TIM AS PER FEIC M42 A: R Ruff STMEM O OVER R-4.5 FJGIUPMTM TAPED G PAINTED k ea side Design talL I B BETWEENRIMMSM 5/8" type-1 gm.b. ca. side STUCI 35rj3"cr5%" 3%. ar5%" NIL SUMS —3%"nr5%" NTL STUDS @24* 0.C.-256A KIL STUDS -4- @ 24'0.C.-25 GA. @ 24* D.C.-25 GA. GENERAL NOTES: - Florida Fire Prevention Code NFPA 129-2.4(2003 Edition) In buildings required to be provided with a standpipe system In accordance with this Code, not less than one standpipe shall be provided and kept In -CONSTRUCTION TO CONFORM TO service during construction. Such standpipes shall be Installed when the F.B.C. 2004 EDITION W1 BROWARD progress of construction Is not more than 50 it. (15 mt) In height above COUNTY AMENDMENTS. grade. Standpipes shall be provided with approved fire department hose connections at accessible locations adjacent to usable stairs and shall be -SHOP DRAWINGS FOR PRE-CAST JOIST, designed to furnish 500 gal ( 1900 L)of water per minute at the top-most RAILINGS, STOREFRONT ARE REQUIRED outlet at 65 psi (450 kPa). This standpipe shall be extended as TO BE APROVED BY BUILDING DESIGNER construction progresses to within one floor of the highests point of PRIOR TO SUBMITTING TO THE BUILDING construction having secured docking or flooring. If the standpipe Is DEPARTAMENT. temporary, It shall be designed to furnish 100 gal (380 L) of water per -PRODUCT APPROVAL REQUIRED FOR, minute at 65 psi(450 kPa) with a standpipe size of not less than 4 In. (10 cm) and STOREFRONT, STOREFRONT DOORS, shall remain In service until the permanent standpipe ROOFING MATERIALS, STEEL ENTRY DOORS. Installation Is complete. ALL PRODUCTS APPROVAL ARE TO BY NFPA 10.1.5 ( 2003 Ed.)At least one portable extinguisher having a APPROVED BY BUILDING DESIGNER raring of at least 4-A-30-B.C. shall be within a travel distance of 75 ff. or PRIOR TO SUBMITTING TO THE BUILDING less to any point of a structure under constructlom DEPARTAMENT. NFPA 105(203 Ed)Personnel normally on the construction site -PREFAB. METAL STAIRS AND RAILINGS shall be instructed In the use of the fire extinguishers provided. CONTRACTOR TO PROVIDE SHOP DWGS. A Florida Registered Architect or Professional Engineer shall RISERS @ 7- furnish Inspection of all reinforced masonry structures -ALL DOORS IN THE MEANS OF EGRESS BE SECTIONS 506.2 AND 506.3 HAVE BEEN USED FOR THE ONE SINGLE ACTION RELEASE, SHALL COMPLY INCREASE STORY WITH FAC AND SHALL NOT REQUIRE THE USE OF A KEY, TOOL OR SPECIAL KNOWLEDGE TO GENERAL NOTES DURING CONSTRUCTION NFPA OPEN FROM THE EGRESS SIDE. Florida Fire Prevention Code NFPA 1 (2003 Edition) 16.2.3.1.1.. Storage of flammable and combustible liquids shall be In accordance -FIRE CODES IN EFFECT ON PLANES with Chapter 66. FLORIDA FIRE PREVENTION CODE (FFPC) January 1, 2005 16.2.3.1.2. Storage of Class I and 11 liquids shall not exceed 60 Gal (227 L) WITH DADE COUNTY AMENDMENTS, within 50 ft. (15 mt)of the structure. (241:55.1.2.) WHICH INCLUDES NFPA 101, 2003 EDITION, 1112.3.1.3. Storage areas shall be kept free of weeds, debris, and combustible NFPA 1, 2003 EDITION, & STATE STATUTES, 2003 EDITION. materials not necessary to the storage. (241:55.1.3.) -GROUP OCCUPANCY. EDUCATIONAL GROUP 'E' 16.2.3.1.4.Open flames and smoking shall not be permmited In flammable and combustible liquids storage areas, -BLDG. TYPE. NB 16.2.3.1.5. Such storage areas shall be appropriately posted as " no smoking" areas. (241:55.1.5) -FULLY SPRINKLED BUILDING 16.2.3.2.1 Class I and Class 11 liquids shall be kept in approved safety SUBMIT SHOP DWGS. FOR SPRINKLER DROPS containers.(241:5-5.2.1) 16.2.3.2.3 Class I liquids shall be dispensed only where there are no open flames AND OPTAIN PERMIT FOR WORK or other sources of Ignition within the possible path of vapor travel. -MOUNT 5LB. ABC FIRE EXTINGUISHER (241:5-52.3) 48" AFF TO TOP. - All approved NOAs and shop drawings shall be submitted prior to their related -FLAMMABLE OR COMBUSTIBLE LIQUIDS WILL BE NOT Installations ( Exterior windows, doors, storefront, low nd step slope, precast STORED HANDLED OR USED ON THE CONSTRUCTION Joists and beams, truss engineering, etc.) SITE. - Prior to the installation of any footing foundation system for this building, the "FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS" building official will be provided with a statement of allowable bearing capacity from an architect or professional engineer. "GAIL LIVER WOOD IRKING @ 111"O.C. MR 4.5 RIGID INSULATION 1WEEN FURRING SIMPS. CA II *VTEXTURED STUCCO FINISIL SECTION S SECTION S SECTION S SECTION t=msow$ = =M� % %M94 PLAN P PLAN P PLAN P PLAN Fw_T-_6_1- W WT -1 F Fvff- --2 F Fw 0STAXILARDIVANII `TM AREAS * *111ILFIRIERATED wi HR. iFFLERATED 0 02HILRRERATED W WnE %. G•WIL 11" PARTITION USENOISM M MUNGERSIDEDIF WALLS IFTIEDIESIINCILED 1 111111IMERSIDEGIF O OVER W[IM FURRING @ V 011 @IIA'7111IT-WHIM RIESISTANIG.WR R ROOF SF RUC TIM AS PER FEIC M42 A: R Ruff STMEM O OVER R-4.5 FJGIUPMTM DesigmLabLt "FIRE AND SkInBAMER D Design talL I B BETWEENRIMMSM "GAIL LIVER WOOD IRKING @ 111"O.C. MR 4.5 RIGID INSULATION 1WEEN FURRING SIMPS. CA II *VTEXTURED STUCCO FINISIL SECTION S SECTION S SECTION S SECTION t=msow$ = =M� % %M94 PLAN P PLAN P PLAN P PLAN Fw_T-_6_1- W WT -1 F Fvff- --2 F Fw 0STAXILARDIVANII `TM AREAS * *111ILFIRIERATED wi HR. iFFLERATED 0 02HILRRERATED W WnE %. G•WIL 11" PARTITION USENOISM M MUNGERSIDEDIF WALLS IFTIEDIESIINCILED 1 111111IMERSIDEGIF O OVER W[IM FURRING @ V 011 @IIA'7111IT-WHIM RIESISTANIG.WR R ROOF SF RUC TIM AS PER FEIC M42 A: R Ruff STMEM O OVER R-4.5 FJGIUPMTM DesigmLabLt "FIRE AND SkInBAMER D Design talL I B BETWEENRIMMSM SCMZ:KTA SCAM MTL NOTE: FIRE RATED INTERIOR & CORRIDOR WALLS OFE-Fire Extinguisher NOT NEEDED PER F•B.C. 2004 EDrnON -708.3 EXCEPTION 01 -TABLE 11016.1 -Fire Extinguisher During Construction & N.F.P.A. 7.5.11.4 'VTEXTURED STUCCO FINISH C.N It ......................................................... ..................... ........... ------------ ---- ---- ----- - ------- -------- GROSS AREA FOOTAGE FIRST FLOOR AREA: 11,172 Sq. Ft. SECOND FLOOR AREA: 12,826 Sq. FL TOTAL GROSS AREA: 23,998 Sq. Ft. .......... . ......... .. ................... .... I .. . ... ... ... . .. ......... ... ..... -ITY OF SOUTH MIAMI BUILDING DEPT. STRUCTURAL SECTION ?PROvED BY: J It O 17�$ C) 1-s- El AUHEIANDRO 43EMOS JRA. a , =c n, -I t c-c --s Alejandro Remos R.A. 0011702 -18541 Pines Blvd., Suite 107_ -Pemb,-nke Pines FL 33023 - W 1� -. (iYA) 442 7122 .Fa)c6j4}442 1194 e-mail• remosbldg(q)aol.com SOMERSET , T CHARTER SCI-10 L South Miami -5876 SW 68th Street South Miami, FL 33143 CONSULTANTS: JEANETH ARDILA a r c h i t e c t ALBERTO CHINCHILLA a r c h i t e c t ALEJANDRO CABAL-CABAL a r c h i t e c t MARCEL ADRIAN PEREZ a r c h i t e c t -18501 Pines Blvd., Suite 107 Pembroke Pines FL 33029 STRUCTURAL ENG.: EDUARDO GONZALEZ P.E. INC. Structural Engineers J. Eduardo Gonz6lez P.E. -717 Ponce de Le6n Blvd., Suite 335 Coral Cables FL. 33134 Tel: (305) 4455100 Fax: (305) 445 6644 e-mail: eddygon@bcllsoLith.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) 318 2264 Fax: (954) 450 7216 e-mail: pedroa@ingemel.com pmorales@ingemel.com CIVIL ENG.: Consulting Engineering & 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@CESMI/Wi.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)467168B e-mail. mlagroupinc(g)yahoo.com SEAL: E 2008 A.R. 0011702 REVISIONS: Project No: 0880 Model File: Drawn b Y-' J.A / M.A. A.C. --- Approved by: I A.R. Date: 12/03/08 Scale: AS Show Copyright Sheet Title FIRST FLOOR PLAN Sheet Number en An-10'lm SOMERSET SOUTH MIAMI 'VTEXTURED STUCCO FINISH C.N It ......................................................... ..................... ........... ------------ ---- ---- ----- - ------- -------- GROSS AREA FOOTAGE FIRST FLOOR AREA: 11,172 Sq. Ft. SECOND FLOOR AREA: 12,826 Sq. FL TOTAL GROSS AREA: 23,998 Sq. Ft. .......... . ......... .. ................... .... I .. . ... ... ... . .. ......... ... ..... -ITY OF SOUTH MIAMI BUILDING DEPT. STRUCTURAL SECTION ?PROvED BY: J It O 17�$ C) 1-s- El AUHEIANDRO 43EMOS JRA. a , =c n, -I t c-c --s Alejandro Remos R.A. 0011702 -18541 Pines Blvd., Suite 107_ -Pemb,-nke Pines FL 33023 - W 1� -. (iYA) 442 7122 .Fa)c6j4}442 1194 e-mail• remosbldg(q)aol.com SOMERSET , T CHARTER SCI-10 L South Miami -5876 SW 68th Street South Miami, FL 33143 CONSULTANTS: JEANETH ARDILA a r c h i t e c t ALBERTO CHINCHILLA a r c h i t e c t ALEJANDRO CABAL-CABAL a r c h i t e c t MARCEL ADRIAN PEREZ a r c h i t e c t -18501 Pines Blvd., Suite 107 Pembroke Pines FL 33029 STRUCTURAL ENG.: EDUARDO GONZALEZ P.E. INC. Structural Engineers J. Eduardo Gonz6lez P.E. -717 Ponce de Le6n Blvd., Suite 335 Coral Cables FL. 33134 Tel: (305) 4455100 Fax: (305) 445 6644 e-mail: eddygon@bcllsoLith.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) 318 2264 Fax: (954) 450 7216 e-mail: pedroa@ingemel.com pmorales@ingemel.com CIVIL ENG.: Consulting Engineering & 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@CESMI/Wi.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)467168B e-mail. mlagroupinc(g)yahoo.com SEAL: E 2008 A.R. 0011702 REVISIONS: Project No: 0880 Model File: Drawn b Y-' J.A / M.A. A.C. --- Approved by: I A.R. Date: 12/03/08 Scale: AS Show Copyright Sheet Title FIRST FLOOR PLAN Sheet Number en An-10'lm SOMERSET SOUTH MIAMI