DD_UPDATED_STRUCT[1]
S0-01 GENERAL NOTES DATE: Thursday, June 12, 2025 11:43 AM USER: Ladiz Diaz Agosto FILE: C:\DM WORKSPACE\21192\CHECKOUT\S0-01.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • S0-02 SPECIAL INSPECTIONS DATE: Thursday, June 12, 2025 11:43 AM USER: Ladiz Diaz Agosto FILE: C:\DM WORKSPACE\21192\CHECKOUT\S0-02.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com …
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S0-01 GENERAL NOTES DATE: Thursday, June 12, 2025 11:43 AM USER: Ladiz Diaz Agosto FILE: C:\DM WORKSPACE\21192\CHECKOUT\S0-01.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • S0-02 SPECIAL INSPECTIONS DATE: Thursday, June 12, 2025 11:43 AM USER: Ladiz Diaz Agosto FILE: C:\DM WORKSPACE\21192\CHECKOUT\S0-02.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC NTS TYPICAL CONCRETE WALL OPENING REINFORCEMENTS DETAILS NTS TYPICAL RE-ENTRANT SLAB DETAILS NTS TYPICAL SLAB OPENING DETAILS SCALE: SLAB ON GRADE 3/4" = 1'-0" SCALE: CONSTRUCTION JOINT @ 75 FT MAX. 3/4" = 1'-0" SCALE: CONTROL JOINT @ 15 FT. MAX 3/4" = 1'-0" SCALE: SLAB ON GRADE 3/4" = 1'-0" SCALE: CONSTRUCTION JOINT @ 75 FT MAX. 3/4" = 1'-0" SCALE: DOOR LINTEL DETAIL 3/4" = 1'-0" SCALE: DOOR JAMB DETAIL 3/4" = 1'-0" NTS TYPICAL DOOR OPENING AT CMU WALL DETAIL NTS BOND BEAM DETAIL @ OPENING DETAIL SCALE: TYPICAL CMU WALL FOUNDATION DETAIL 3/4"=1'-0" SCALE: TYPICAL CONCRETE PAD DETAIL 3/4"=1'-0" SCALE: CONCRETE PLANTER REINFORCEMENT DETAILS 1/2"=1'-0" NTS TYPICAL CMU WALL PLAN DETAILS SCALE: TYPICAL SLAB APRON DETAIL 3/4"=1'-0" SCALE: TYPICAL WALL REINFORCEMENT AT PIPE LOCATIONS DETAIL 3/4"=1'-0" S0-03 DETAILS OF REINFORCEMENT DATE: Thursday, June 12, 2025 11:47 AM USER: Ladiz Diaz Agosto FILE: C:\DM WORKSPACE\21192\CHECKOUT\S0-03.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC SW8 8'-2" 6'-6" 8'-2" 8'-2" 8'-0 1/2" 7'-4" 3'-2 1/2" 3'-2" 4'-8" 3'-9" 4'-5" 3'-9" 4'-8" 11'-9 5/8" 9'-0 5/8" 10'-0" 10'-0" 9'-0 5/8" 8'-10 1/2" 5'-7 11/16" 3'-7 15/16" 16'-7 5/16" 6'-0" 5'-6 3/4" 3'-2" 3'-2 1/2" 10'-5 5/8" 10'-0" C16(E) C16(E) C16(E) 16'-7" 1'-0" 6'-4 3/4" 6'-2 5/16" 5'-11 7/8" 5'-9 1/2" 5'-0 5/16" 4'-9 7/8" 5'-0" 5'-0" 5'-0" P1 P1 P1 P1 P1 P1 P1 P1 P1 (-4'-0") F-1 (-4'-0") F-1 (-4'-0") F-1 (-4'-0") F-1 (-4'-0") F-1 (-4'-0") F-1 P1 CF48 CF48 CF48 CF48 CF48 CF48 CF48 CF48 CF48 CF48 CF48 CF48 CF48 CF48 CF48 CF48 CF48 CF48 CF48 CF48 CF48 CF48 CF48 CF48 CF48 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CF48 CF48 CF48 (-4'-0") F-1 P1 (-4'-0") F-1 P1 C16 C16 C16 C16 C16 CW8 CW8 CW8 CW8 CW8 PC3 2'-0" WALL CONT. W/O FOOTING (1" CLR. FROM STRUCTURE) 2'-1" 14'-0" 2'-0" 5'-0" CORNER PILECAP W/ (4) MICROPILES (AROUND COL.) 17'-11" PC1 INTERMEDIATE PILECAP W/(2) MICROPILES PC2 EQ EQ SW8 SW8 2'-0" EQ EQ PC1 PC2 PC2 PC3 5'-0" 2'-4" PC3 PC3 PC3 PC3 17'-6 13/16" 17'-7 1/16" 17'-7 1/16" 13'-9" PC3 PC3 PC3 PC3 GB14x24 GB14x24 GB14x24 GB14x24 GB14x24 GB14x24 GB14x24 C16E C16E C16E C16E C16E CONT. SLAB THICKENING (TYP.) GB14x24 PC2 GB14x24 GRADE BEAM CONNECTED TO WALL BASE (TYP.) GB14x24 GB14x24 7'-7 1/8" 8" 8" 6'-0 5/8" 1'-8" 2'-0" 5'-0" 10 3/8" 1'-7 7/8" (-9'-9") 11 3/8" (-4'-0") (-4'-0") (-4'-0") (-4'-0") (-4'-0") (-10'-0") (-4'-0") (-4'-0") (-4'-0") (-9'-9") SC3 (-4'-0") (-10'-0") SC3 SC3 SC3 SC3 SC3 SC3 SC3 SC3 SC3 SC3 SW8 SW8 SW8 SC3 PC2 PC2 PC2 SC3 SC3 MASONRY WALL (E) GRADE BEAMS (TYP.) CONT. MAT FOOTING THICKENING (TYP.) CISTERN CONCRETE WALLS(N) (TYP.) CW8 (CISTERN) (SUGGESTED EXTENT OF CISTERN BELOW) (SUGGESTED EXTENT OF CISTERN BELOW) (2,000 SQ. FT)(I.E.= -8'-3")(123,000 GALS.) (SUGGESTED EXTENT OF CISTERN BELOW) X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X R.C. SHEAR WALLS(N) (TYP.) 3" THICK SHOTCRETE (OUTSIDE WALLS FACE) VERT. CFRP ON WALLS AND INTERMEDIATE BEAMS AND COLUMNS (TYP.)(INSIDE FACE ONLY) VERT. CFRP ON WALLS AND INTERMEDIATE BEAMS AND COLUMNS (TYP.)(INSIDE FACE ONLY) F.V. F.V. SCHEMATIC LOCATION OF EXISTING WATER CISTERN TO BE FIELD VERIFIED AND FILLED UP WITH SELF LEVELING LIGHTWEIGHT FOAMY CEMENT BASED FILL (DENSITY = 25 PCF) (F'C = 100 PSI MIN) F.V. F.V. #4 @ 12" (TOP) t = 6" FLOOR LEVEL TO BE FILLED WITH GRAVEL TO 6" BELOW FFE FLOOR LEVEL TO BE FILLED WITH GRAVEL TO 6" BELOW FFE SW8 PILE CAPS W/(2) MICROPILES FOR NEW SHEAR WALL SW8 PC3 MICROPILES 18'-10" 5'-0" 3'-0" CMU WALLS (E) CF48 CF48 SCHEMATIC LOCATION OF EXISTING WATER CISTERN TO BE FIELD VERIFIED AND FILLED UP WITH SELF LEVELING LIGHTWEIGHT FOAMY CEMENT BASED FILL (DENSITY = 25 PCF) (F'C = 100 PSI MIN) SLAB THICKENING UNDER EACH WALL 4'-0" 3'-6" 2'-6" 3'-6" 3'-6" 10'-3" 10'-10" 18'-3" 12'-8" ST30 ST30 ST30 ST48 (-9'-9") (-4'-0") (-4'-0") CW8 CW8 FW8 FW8 4'-0" 4'-0" ST48 C10x24 ST48 C10x24 ST48 C10x24 ST48 C10x24 ST48 C10x24 ST48 C10x24 ST48 C10x24 ST48 C10x24 ST48 C10x24 EQ. SPACING (10'-0" MAX.) 9'-10" 9'-10" CL COL. @ AXIS CL COL. @ AXIS 8'-3" 10'-1 9/16" 10'-1 9/16" 10'-5" 4'-6" CISTERNS CHAMBERS PASSAGE 10'-0" CISTERNS CHAMBERS PASSAGE CW8 CW8 CF36 PC3 CF60 1 2 3 4 5 6 7 8 9 1' 2' 3' 25'-6 3/8" 26'-9 3/8" 17'-6 13/16" 17'-7 1/16" 17'-7 1/16" 17'-7 1/16" 10'-5" 16'-6 11/16" 5'-11"(*) 18'-8" 15'-4" 3' 6' 17'-7" A A' C B E' G' H' F' D 15'-10 1/8" 17'-7" 6'-7" 14'-5 9/16" 9'-7 1/16" 7'-4" 7'-5 7/16"(*) B' SCALE: GENERAL FOUNDATION PLAN 3/16'' = 1'-0'' S1-00 GENERAL FOUNDATION PLAN DATE: Thursday, June 12, 2025 11:47 AM USER: Ladiz Diaz Agosto FILE: C:\DM WORKSPACE\21192\CHECKOUT\S1-00.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC 1 2 3 4 5 6 7 8 9 1' 2' 3' 25'-6 3/8" 26'-9 3/8" 17'-6 13/16" 17'-7 1/16" 17'-7 1/16" 17'-7 1/16" 10'-5" 16'-6 11/16" 5'-11"(*) 18'-8" 15'-4" 3' 6' CW8 SW8 8'-2" 6'-6" 8'-2" 8'-2" 8'-0 1/2" 7'-4" 3'-2 1/2" 3'-2" 4'-8" 3'-9" 4'-5" 3'-9" 4'-8" 9'-0 5/8" 10'-0" 10'-0" 9'-0 5/8" 8'-10 1/2" 3'-2" 3'-2 1/2" 17'-7 1/16" 17'-6 11/16" 17'-7 1/16" 17'-7 1/16" C16(E) C16(E) C16(E) 16'-7" 1'-0" CF48 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 C16 C16 C16 C16 C16 CW8 CW8 CW8 CW8 CW8 19'-2" SW8 SW8 19'-2" C16E C16E C16E C16E C16E 7'-7 1/8" 8" SC3 SC3 1'-8" 8" 6'-0 5/8" 1'-7 7/8" 10 3/8" 6 9/16" 2'-0" SC3 SC3 SC3 SC3 SC3 SC3 SC3 SW8 SW8 SW8 SC3 SC3 SC3 MASONRY WALL (E) CW8 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X R.C. SHEAR WALLS(N) (TYP.) 3" THICK SHOTCRETE (OUTSIDE WALLS FACE) VERT. CFRP ON WALLS AND INTERMEDIATE BEAMS AND COLUMNS (TYP.)(INSIDE FACE ONLY) VERT. CFRP ON WALLS AND INTERMEDIATE BEAMS AND COLUMNS (TYP.)(INSIDE FACE ONLY) OLD CISTERN LINE BELOW SEE FOUND. PLAN #4 @ 12" (TOP) t = 6" FLOOR LEVEL TO BE FILLED WITH GRAVEL TO 6" BELOW FFE FLOOR LEVEL TO BE FILLED WITH GRAVEL TO 6" BELOW FFE OLD CISTERN LINE BELOW SEE FOUND. PLAN SLAB THICKENING UNDER EACH WALL 4'-0" 3'-6" 2'-6" 3'-6" 3'-6" 10'-3" 12'-8" 18'-3" 12'-8" ST30 ST30 ST30 ST48 #4 @ 12" (TOP) PAD t = 4" 13'-0" 5'-6" P1 HSS8x8x3 8 COLS. TYP. PEDESTAL BELOW HSS8x0.375 COLS. (TYP.) CONC. PEDESTALS BELOW (TYP.) #4 @ 12" (TOP) t = 6" #4 @ 12" (TOP) t = 8" CISTERN ROOF SLAB #4 @ 12" (TOP) t = 6" #4 @ 12" (TOP) t = 6" EDGE OF FLOOR SLAB FB10x18(BELOW) FB10x18(BELOW) FB10x18(BELOW) FB10x18(BELOW) CONC. COLS. AT CISTERN BELOW (TYP.) CONC. COLS. AT CISTERN BELOW (TYP.) FOUND. WALL BELOW (SUGGESTED EXTENT OF CISTERN BELOW) (SUGGESTED EXTENT OF CISTERN BELOW) (2,000 SQ. FT)(I.E.= -8'-3")(123,000 GALS.) (SUGGESTED EXTENT OF CISTERN BELOW) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) CW8 CW8 CW8 SW8 17'-7" A A' C B E' G' H' F' D 15'-10 1/8" 17'-7" 6'-7" 14'-5 9/16" 9'-7 1/16" 7'-4" 7'-5 7/16"(*) B' SCALE: GENERAL GROUND LEVEL SLAB PLAN 3/16'' = 1'-0'' S1-01 GENERAL GROUND LEVEL SLAB PLAN DATE: Thursday, June 12, 2025 11:48 AM USER: Ladiz Diaz Agosto FILE: C:\DM WORKSPACE\21192\CHECKOUT\S1-01.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC 1 2 3 4 5 6 7 8 9 1' 2' 3' 25'-6 3/8" 26'-9 3/8" 17'-6 13/16" 17'-7 1/16" 17'-7 1/16" 17'-7 1/16" 10'-5" 16'-6 11/16" 5'-11"(*) 18'-8" 15'-4" 3' 6' SW8 8'-0 1/2" 10'-0" 9'-0 5/8" 8'-10 1/2" 17'-7 1/16" 17'-6 11/16" 17'-7 1/16" 17'-7 1/16" C16(E) C16(E) C16(E) 16'-7" CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 19'-2" SW8 SW8 19'-2" C16E C16E C16E C16E C16E 7'-7 1/8" 1'-7 7/8" SC3 2'-0" SC3 SC3 SC3 SC3 SC3 SC3 SC3 SC3 SW8 SW8 SW8 SC3 SC3 SC3 MASONRY WALL (E) CW8 R.C. SHEAR WALLS(N) (TYP.) 3" THICK SHOTCRETE (OUTSIDE WALLS FACE) VERT. CFRP ON WALLS AND INTERMEDIATE BEAMS AND COLUMNS (TYP.)(INSIDE FACE ONLY) VERT. CFRP ON WALLS AND INTERMEDIATE BEAMS AND COLUMNS (TYP.)(INSIDE FACE ONLY) 18'-3" (2)HSS8x8x3 8 COLS. BELOW (TYP.) HSS8x0.375 COLS. (TYP.) EDGE OF SLAB #5 @ 10" (B) t = 8" #4 @ 12" (TOP) t = 6" t = 6" #4 @ 12" (TOP) EDGE OF FLOOR SLAB (CFRP) (CFRP) (CFRP) (CFRP) CW8 (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) #5 @ 10" (T/B) 3" THICK SHOTCRETE (OUTSIDE WALLS FACE) CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 t = 8" FLOOR SLAB CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 WALL OR BEAM LINES BELOW (TYP.) WALL OR BEAM LINES BELOW (TYP.) FB8x24 FB FB WALL OR BEAM LINES BELOW (TYP.) 14'-5" FB14x22 #5 @ 10" (T/B) t = 10" FLOOR SLAB FB12x18 FB12x18 FB8x16 WALL OR BEAM LINES BELOW (TYP.) FB12x24 FB12x18 FB12x24 FB12x24 FB12x24 FB12x24 FB12x24 FB12x24 FB12x24 SLAB OVERHANG SLAB OVERHANG FB12x24 FB12x24 FB12x24 FB12x24 #4 @ 10" (T/B) t = 6" FLOOR SLAB SW8 CW8 CW8 FB8X42 4'-2" 4'-2" FB8X42 FB8X42 FB8X42 FB8X42 FB8X42 FB8X42 FB8X42 FB8X42 FB8X42 FB8X42 FB8X42 FB8X42 FB8X42 FB8X42 SLAB OVERHANG FB12x24 FB12x24 FB12x24 FB12x24 SLAB OVERHANG FB12x24 17'-7" A A' C B E' G' H' F' D 15'-10 1/8" 17'-7" 6'-7" 14'-5 9/16" 9'-7 1/16" 7'-4" 7'-5 7/16"(*) B' SCALE: GENERAL SECOND FLOOR STRUCTURAL SLAB PLAN 3/16'' = 1'-0'' S1-02 GENERAL 2ND LEVEL SLAB PLAN DATE: Thursday, June 12, 2025 11:55 AM USER: Ladiz Diaz Agosto FILE: C:\DM WORKSPACE\21192\CHECKOUT\S1-02.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC 1 2 3 4 5 6 7 8 9 1' 2' 3' 25'-6 3/8" 26'-9 3/8" 17'-6 13/16" 17'-7 1/16" 17'-7 1/16" 17'-7 1/16" 10'-5" 16'-6 11/16" 5'-11"(*) 18'-8" 15'-4" 3' 6' SW8 17'-7 1/16" 17'-6 11/16" 17'-7 1/16" 17'-7 1/16" C16(E) C16(E) C16(E) 19'-2" SW8 SW8 19'-2" C16E C16E C16E C16E C16E SC3 SC3 SC3 SC3 SC3 SC3 SC3 SC3 SC3 SW8 SW8 SW8 SC3 SC3 SC3 MASONRY WALL (E) R.C. SHEAR WALLS(N) (TYP.) 3" THICK SHOTCRETE (OUTSIDE WALLS FACE) VERT. CFRP ON WALLS AND INTERMEDIATE BEAMS AND COLUMNS (TYP.)(INSIDE FACE ONLY) VERT. CFRP ON WALLS AND INTERMEDIATE BEAMS AND COLUMNS (TYP.)(INSIDE FACE ONLY) 18'-3" (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) 3" THICK SHOTCRETE (OUTSIDE WALLS FACE) ST42 CW8 CW8 CW8 CW8 CW8 CW8 CW8 SW8 C16(E) C16(E) C16(E) CW8 CW8 CW8 CW8 CW8 CW8 SW8 SW8 C16E C16E C16E C16E C16E SC3 SC3 SC3 SC3 SC3 SC3 SC3 SC3 SC3 SW8 SW8 SW8 SC3 SC3 SC3 MASONRY WALL (E) CW8 R.C. SHEAR WALLS(N) (TYP.) 3" THICK SHOTCRETE (OUTSIDE WALLS FACE) VERT. CFRP ON WALLS AND INTERMEDIATE BEAMS AND COLUMNS (TYP.)(INSIDE FACE ONLY) VERT. CFRP ON WALLS AND INTERMEDIATE BEAMS AND COLUMNS (TYP.)(INSIDE FACE ONLY) HSS8x0.375 COLS. (TYP.) EDGE OF SLAB EDGE OF FLOOR SLAB (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) (CFRP) 3" THICK SHOTCRETE (OUTSIDE WALLS FACE) ST42 CW8 CW8 CW8 CW8 CW8 CW8 CW8 CW8 FB8x24 FB FB FB12x24 FB12x24 FB12x24 FB12x24 CW8 FB12x24 HSS8x8x1 2 COLUMN FB12x24 FB12x24 FB12x24 FB12x24 #5 @ 10" (T/B) t = 10" FLOOR SLAB SLAB OVERHANG SLAB OVERHANG FB12x24 FB12x24 FB12x24 FB12x24 FB12x24 FB12x24 FB12x24 FB12x24 FB12x24 #5@10"(T) FB12x24 CANTILEVER SLAB CANTILEVER SLAB CANTILEVER SLAB CANTILEVER SLAB CANTILEVER SLAB FB8x24 FB8x18 FB8x16 FB8x16 FB8x16 #5 @ 10" (T/B) t = 8" FLOOR SLAB #5 @ 10" (T/B) t = 8" FLOOR SLAB CW8 FB12x24 FB12x24 HSS8x10x5/8 HSS8x10x5/8 HSS8x10x5/8 HSS8x10x5/8 HSS8x10x5/8 HSS8x2x1/4 DO DO DO HSS8x2x1/4 HSS8x2x1/4 DO DO DO HSS8x2x1/4 HSS8x2x1/4 DO DO DO HSS8x2x1/4 HSS8x2x1/4 DO DO DO HSS8x2x1/4 FB8x16 LW8x42 LW8x42 LW8x42 LW8x42 LW8x42 LW8x42 LW8x42 LW8x42 LW8x42 LW8x42 LW8x42 LW8x42 LW8x42 LW8x42 LW8x42 LW8x42 LW8x42 17'-7" A A' C B E' G' H' F' D 15'-10 1/8" 17'-7" 6'-7" 14'-5 9/16" 9'-7 1/16" 7'-4" 7'-5 7/16"(*) B' SCALE: GENERAL THIRD FLOOR STRUCTURAL SLAB PLAN 3/16'' = 1'-0'' S1-03 GENERAL THIRD LEVEL SLAB PLAN DATE: Thursday, June 12, 2025 11:55 AM USER: Ladiz Diaz Agosto FILE: C:\DM WORKSPACE\21192\CHECKOUT\S1-03.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC 17'-7 1/16" 17'-6 11/16" 17'-7 1/16" 17'-7 1/16" 19'-2" H.P. CW8 CW8 CW8 CW8 CW8 CW8 CW8 CAP BEAM(N) AND PARAPET ALL AROUND OVER EXISTING BEAM DIMS: 13.5"(W) x 3'-0"(H) EDGE OF SLAB CW8 FB12x24 FB12x24 FB12x24 FB12x24 CW8 FB12x24 HSS8x8x1 2 COLUMN FB12x24 FB12x24 FB12x24 FB12x24 #5 @ 10" (T/B) t = 8" ROOF SLAB SLAB OVERHANG SLAB OVERHANG FB12x24 FB12x24 FB12x24 FB12x24 FB12x24 FB12x24 FB12x24 FB12x24 FB12x24 #5@10"(T) FB8x16 FB8x16 FB8x16 #5 @ 10" (T/B) t = 6" FLOOR SLAB CW8 HSS8x10x5/8 HSS8x10x5/8 HSS8x10x5/8 HSS8x10x5/8 HSS8x10x5/8 HSS8x2x1/4 DO DO DO HSS8x2x1/4 HSS8x2x1/4 DO DO DO HSS8x2x1/4 HSS8x2x1/4 DO DO DO HSS8x2x1/4 HSS8x2x1/4 DO DO DO HSS8x2x1/4 FB8x16 FB12x24 FB12x24 FB12x24 FB12x24 FB12x24 FB12x24 FB12x24 SLAB OVERHANG FB12x24 FB12x24 FB12x24 #5 @ 10" (T/B) t = 6" ROOF SLAB T=6" #5 @ 10" t = 6" FLOOR SLAB CW8 ROOF CANOPY 8'-4" CW8 CW8 HSS8x6x5/8 DO DO DO DO DO DO DO DO DO DO DO DO DO DO HSS8x6x5/8 HSS8x6x5/8 HSS8x6x5/8 HSS8x6x5/8 HSS8x2x1/4 HSS8x6x5/8 HSS8x6x5/8 HSS8x6x5/8 EXIST. THEATER ROOF CONC. SLAB #3 @ 12" (TOP) ROOF DECK 1.5 VLi 20 GA. + t = 3.5" SLAB L.P. THEATER ROOF L.P. #5 @ 12" (BOTT.) ROOF SLAB t = 6" HSS6x3x1/4 HSS6x3x1/4 HSS6x3x1/4 HSS6x4x3/8 HSS6x3x1/4 HSS6x3x1/4 HSS6x4x3/8 HSS6x3x1/4 HSS6x3x1/4 HSS6x4x3/8 HSS6x3x1/4 HSS6x3x1/4 HSS6x4x3/8 HSS6x3x1/4 HSS6x3x1/4 HSS6x4x3/8 HSS6x3x1/4 HSS6x3x1/4 HSS6x4x3/8 HSS6x4x3 8 CONT. HSS6x3x1/4 HSS6x4x3/8 HSS6x3x1/4 HSS6x4x3/8 HSS6x3x1/4 HSS6x4x3/8 HSS6x3x1/4 HSS6x4x3/8 HSS6x3x1/4 HSS6x4x3/8 HSS6x3x1/4 HSS6x4x3/8 HSS6x3x1/4 HSS6x4x3/8 HSS6x3x1/4 HSS6x4x3/8 HSS6x3x1/4 HSS6x4x3/8 HSS6x3x1/4 HSS6x3x1/4 HSS6x3x1/4 HSS6x3x1/4 HSS6x3x1/4 HSS6x3x1/4 HSS6x3x1/4 HSS6x3x1/4 HSS6x3x1/4 HSS6x3x1/4 HSS6x3x1/4 DO HSS6x3x1/4 HSS6x3x1/4 HSS6x4x3/8 HSS6x4 HSS6x4x3/8 FABRIC CANOPY HSS6x0.375 TYP. COLS ROOF DECK 1.5 VLi 20 GA. + t = 3.5" SLAB ROOF DECK 1.5 VLi 20 GA. + t = 3.5" SLAB ROOF DECK 1.5 VLi 20 GA. + t = 3.5" SLAB DO CW8 CW8 CW8 CW8 CW8 CW8 CW8 SW8 CW8 CW8 CAP BEAM(N) AND PARAPET ALL AROUND OVER EXISTING BEAM DIMS: 13.5"(W) x 3'-0"(H) H.P. L.P. CW8 CAP BEAM 13.5"x36" CAP BEAM 13.5"x36" CAP BEAM 13.5"x36" CAP BEAM 13.5"x36" ROOF CANOPY ROOF CANOPY 17'-7" A A' C B E' G' H' F' D 15'-10 1/8" 17'-7" 6'-7" 14'-5 9/16" 9'-7 1/16" 7'-4" 7'-5 7/16"(*) B' SCALE: GENERAL ROOF LEVEL STRUCTURAL FRAMING AND SLAB PLAN 3/16'' = 1'-0'' S1-04 GENERAL ROOF LEVEL FRAMING AND SLAB PLAN DATE: Thursday, June 12, 2025 11:56 AM USER: Ladiz Diaz Agosto FILE: C:\DM WORKSPACE\21192\CHECKOUT\S1-04.DWG 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC A R C H I T E C T S & E N G I N E E R S L L C A R C H I T E C T S & E N G I N E E R S L L C 1509 Ave FD Roosevelt Ste 200 Guaynabo, PR 00968-2706 Tel: 787-792-1509 Fax: 787-782-0687 E-mail: cma@cmapr.com www.cmapr.com © 2025 CMA A&E LLC CREATIVE ACOUSTICS, LLC