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10-640-003_2X6 PT; WOOD BLOCKING RAILING TOP _2X4 PT, WOOD BLOCKING 'STEEL JOIST HANGER —2X2 PT. WOOD PICKETS AT 5 1/2* OC. E I 'i ci —4X4 PT. WOOD POST —STEEL JOIST HANGER —2X4 PI WOOD —2X6 WOW PT. FLOOR —2X6 PT. WOOD BEAM _2X6 PT. WOOD BEAM 0. —FOOTING: PILE INBEDED IN CONCRETE OR STEEL ANGLE (REFER TO FRAMING PLAN FOR CONDITION) EDGE OF STEP TO BE LEVEL W/ EDGE OF PLATFORM W/ A TOLERANCE OF 1/ 6*. SAND BOARDS IF REQUIRED TO ACHIEVE REQUIRED TOLERANCE EL. 0'-0" (VERIFY) PLATFORM TO MATCH NEW TRAILER FINISH FLOOR ELEVATION � I La"t I 2 1 STAIR DETAIL Pl- SCALE: 3/4"= 1'— 0 to 3'-7' 3*-7* 6 TREADS 2X2 PT. WOOD PICKETS AT 5 1/2- O.C. W/ 45 DEC. TAPER EDGES 04 PL WOOD POST 2X6 PT. WOOD GUARDRAIL TOP 2X4 PT. WOOD ANNIODIZED ALUMINUM OR GALV. STEEL HANDRAIL 14 OC/) 1 4 40057.100 SCALE: I" =20' DATE: 05-07-2010 DRAWN: ................................ ...... ....... If ............ ....................... - - --- - --- -------- ------ ------------- ........ .. . ................... ....... fl:INSTITU'rIONAI, DRAWING TITLE: 2X6 PT. WOOD BLOCKING .......... . . . . . . . . . . . . . . 7 . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ ..... ------------ + ..................... If RAILING TOP ......... ........... If 1 1/2* DIA. ANNODIZED ALUMINUM FLUSH CONNECTION WITH NO ...... ....... EXISTING TRAILER OR GALV, STEEL HANDRAIL 2X6 PT. WOOD FLOOR (NAILED MORE THAN 1/4' GAP METAL BRACKET 1T; TO CROSS BEAM W/ (2) NAILS ­F 7 PER CONNECTION) PLATFORM TO MATCH NEW �— • 2X2 PT. WOOD PICKETS AT ' ELEVATION /Z 5 1/2' O.C. W/ 45 DEG. EL 0 0" (VERIFY) TAPER EDGES PLATFORM TO MATCH NEW ............ . if............. ...... • TRAILER FINISH FLOOR . ............... ....................... ............................... 0 ELEVATION .... ................... .... .. ---- --- .... if .......... ..................... ................. .................................... ----------- ...... -­ ---- -- .. ........ ..... .................. .. ..... --------- A ........ ------ ------------- --------- --------- E_ -2'-11" . .. . .... .... ..... --- ....... r. ----------- - ------------------------- ---------­-­----- - -- - - ------ ------ ...... ..... r ------ - --- 77� STEEL JOIST 1 TERM I DI kTE L kN )ING HANGER ........... if . . . . . . . . . . . if —40 PT. WOOD ............. POST . . . ............ .. ................ f ........... 2X6 PT. WOOD J: if ... I • .............. if ........... S Fa OI;T HA 4C ER BEAM _2X6 PT; WOOD BLOCKING RAILING TOP _2X4 PT, WOOD BLOCKING 'STEEL JOIST HANGER —2X2 PT. WOOD PICKETS AT 5 1/2* OC. E I 'i ci —4X4 PT. WOOD POST —STEEL JOIST HANGER —2X4 PI WOOD —2X6 WOW PT. FLOOR —2X6 PT. WOOD BEAM _2X6 PT. WOOD BEAM 0. —FOOTING: PILE INBEDED IN CONCRETE OR STEEL ANGLE (REFER TO FRAMING PLAN FOR CONDITION) EDGE OF STEP TO BE LEVEL W/ EDGE OF PLATFORM W/ A TOLERANCE OF 1/ 6*. SAND BOARDS IF REQUIRED TO ACHIEVE REQUIRED TOLERANCE EL. 0'-0" (VERIFY) PLATFORM TO MATCH NEW TRAILER FINISH FLOOR ELEVATION � I La"t I 2 1 STAIR DETAIL Pl- SCALE: 3/4"= 1'— 0 to 3'-7' 3*-7* 6 TREADS 2X2 PT. WOOD PICKETS AT 5 1/2- O.C. W/ 45 DEC. TAPER EDGES 04 PL WOOD POST 2X6 PT. WOOD GUARDRAIL TOP 2X4 PT. WOOD ANNIODIZED ALUMINUM OR GALV. STEEL HANDRAIL 14 OC/) 1 4 ... . ............... ------- if 3 PARTIAL WOOD RAMP SE C110N RAMP P 'MP ....... SLOPE P ..... ...... . ..... ...... .... ... . . ..... 12 if ..... .... —Opp .. ..... ..... ii ... ............ �CTP11 SCALE: 3/4 1 4 SECTION DETAIL TP1 9) SCALE: 3/4" 1 P — 0$1 V0 I . - - - mom Irlrfrfr�� 40057.100 SCALE: I" =20' DATE: 05-07-2010 DRAWN: CHECKED: Jy CADD FILE: fl:INSTITU'rIONAI, DRAWING TITLE: 2X6 PT. WOOD BLOCKING ------------ + ..................... If RAILING TOP ........... If 1 1/2* DIA. ANNODIZED ALUMINUM FLUSH CONNECTION WITH NO ...... ....... OR GALV, STEEL HANDRAIL MORE THAN 1/4' GAP METAL BRACKET EL. O'_O- (VERIFY) PLATFORM TO MATCH NEW TRAILER FINISH FLOOR 2X2 PT. WOOD PICKETS AT ELEVATION 5 1/2' O.C. W/ 45 DEG. TAPER EDGES ............ . if............. ...... 0 E_ -2'-11" 1 TERM I DI kTE L kN )ING 2X6 PT. WOOD J: if S Fa OI;T HA 4C ER BEAM 1'-0* 2(6 PT I IOOD 3E kM f 2 X6 Pl, WOOD :1 )OR LED I D C1 D d, EL. -4*-0* STEEL JOIST HANGER E EAM IV (2) A] _S N E' .11% EXISTING L -4 ........ ..... FINISH GRADE I N SH GI AIIE T i :F ]qVF --------- - - - .... ....... ..... ... . ............... ------- if 3 PARTIAL WOOD RAMP SE C110N RAMP P 'MP ....... SLOPE P ..... ...... . ..... ...... .... ... . . ..... 12 if ..... .... —Opp .. ..... ..... ii ... ............ �CTP11 SCALE: 3/4 1 4 SECTION DETAIL TP1 9) SCALE: 3/4" 1 P — 0$1 V0 I . - - - mom Irlrfrfr�� . ..... 5 PARTIAL WOOD RAMP SECTION S( %LV 10 20 :ALE IN FEET TF`1. SCALE:3/4"=1 0 ARCHITECT: BERMELLO AJAMIL & PARTNERS, INC. Architecture Engineering Planning lnt�rior Design Landscape Architecture 2EO1 South Bayshore Drive 10th Floor Miami, Florida 33133 (305) 859-2050 Fax (305) 860-3700 PLANNING ARCHITECT: A R C H IT E C T U R E P L A N N I N G 18310 Montgomery Village Avenue Gaithersburg, Maryland 20879 301-590-2900 (Fax) 301--590-8150 STRUCTURAL ENGINEER: -A N INE �� JL; N R &NEPEA � SU DRAMON R. DONNELL P,.,E.0011690 j'-,'PFDRO J. DUQUrSNE d '_JAJDA M. AL13AIS 74 In IT. IIIA111. A 66-0 FAX 666-5 . ..... STAT OF FLORIDA - AUTHORIZATION N�. 1306 VIU�.111 ;"Allfll MEP ENGINEER: j/ / 2121 Ponce de Leon Blvd., Suite 350 Coral Gables, FL 33134 P(ores5lonall Consulting gI eers, phone: 305,569. 692 tax: 305.5691 � 693 Dallas • Houston Nashville Miami • Richmond Austin • Denver Phoenix • Washington D.C. ccrd project number: 405112.038 EB00007658 IT CONSULTANT: GENE BURTON & ASSOCIATES 1893 General George Patton Dnw 5840 West 1-20, Suite 150 F—kii., Tennessee 37067 Aflingwnjem 76017 Phone: 615.376.3 100 Phone: 817.563.2486 Ft4f: 615.3763114 Fax : 817.563.2753 W,bsite: www.gbahwxoni Medical Fquilornew and Communications Planners REVISIONS: PROJECT NAME: SOUTH MIAMI HOSPITAL SITE PREPARATION PACKACiE, (A PROJECT ADDRESS: C! at 7400 S.W, 62ad Ave. South Miami, Florida 33143 IKEY PLAN COMM. NO, 40057.100 SCALE: I" =20' DATE: 05-07-2010 DRAWN: CHECKED: Jy CADD FILE: fl:INSTITU'rIONAI, DRAWING TITLE: ------------ + ..................... If ........... If ...... ....... . ..... 5 PARTIAL WOOD RAMP SECTION S( %LV 10 20 :ALE IN FEET TF`1. SCALE:3/4"=1 0 ARCHITECT: BERMELLO AJAMIL & PARTNERS, INC. Architecture Engineering Planning lnt�rior Design Landscape Architecture 2EO1 South Bayshore Drive 10th Floor Miami, Florida 33133 (305) 859-2050 Fax (305) 860-3700 PLANNING ARCHITECT: A R C H IT E C T U R E P L A N N I N G 18310 Montgomery Village Avenue Gaithersburg, Maryland 20879 301-590-2900 (Fax) 301--590-8150 STRUCTURAL ENGINEER: -A N INE �� JL; N R &NEPEA � SU DRAMON R. DONNELL P,.,E.0011690 j'-,'PFDRO J. DUQUrSNE d '_JAJDA M. AL13AIS 74 In IT. IIIA111. A 66-0 FAX 666-5 . ..... STAT OF FLORIDA - AUTHORIZATION N�. 1306 VIU�.111 ;"Allfll MEP ENGINEER: j/ / 2121 Ponce de Leon Blvd., Suite 350 Coral Gables, FL 33134 P(ores5lonall Consulting gI eers, phone: 305,569. 692 tax: 305.5691 � 693 Dallas • Houston Nashville Miami • Richmond Austin • Denver Phoenix • Washington D.C. ccrd project number: 405112.038 EB00007658 IT CONSULTANT: GENE BURTON & ASSOCIATES 1893 General George Patton Dnw 5840 West 1-20, Suite 150 F—kii., Tennessee 37067 Aflingwnjem 76017 Phone: 615.376.3 100 Phone: 817.563.2486 Ft4f: 615.3763114 Fax : 817.563.2753 W,bsite: www.gbahwxoni Medical Fquilornew and Communications Planners REVISIONS: PROJECT NAME: SOUTH MIAMI HOSPITAL SITE PREPARATION PACKACiE, (A PROJECT ADDRESS: C! at 7400 S.W, 62ad Ave. South Miami, Florida 33143 IKEY PLAN COMM. NO, 40057.100 SCALE: I" =20' DATE: 05-07-2010 DRAWN: CHECKED: Jy CADD FILE: fl:INSTITU'rIONAI, DRAWING TITLE: CONSTRUCTION TRAILER PLAN SHEET NO, CTP-1 L