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13-1289-002O G - - - G- - (D - - E) I HR FIRE SMOKE PARTr,1ON 0 E) - - (D -- - 0 O- M.I.C.U. ROOM EXIISTI M.I.C.U. M.I.C.U. MECHAN ROOM ROOM Room EX MECmn I m M LL 0, 20 ALCOVE • I ail 2) Lb 0 � P0 IrAff . . . . . . . . . . . . . . PjIA 1 IS01 FM M, _751 ffm WA 6 ear So I's W, • gill FUMMM 1111111011MM TO SMOM DO= 116 Ff. © , � , �-„ [� � . ■ i rte',. _ II FURTHOr 01111=11113E 10 Imm 011..11111110 -100 41 .J ■ C1 NEI - --- --------- 6 ►4 Wil III FAR @ _0 nsivm TO 911ill1W DO= -137 C II 1 HR FIRE/ 0o0*SMOKE #Ow- PARTITION r8o : IF 9 11 DIM - loop ----------- A A fill M.I.C.U. ROOM CO) EQUIPMENT 112 ROOM ENO M.I.C.U. 10 ROM ........................ IIIIIIIIIIIIIIIIIIIIS -IIIIIIIO, SMOKE G G ® ►• ►� ; ONO= TO M IDU 104 ff. 014 H&TMgVSMOKE R - 11/10 1* 1* e ft a (a o UO 1 SECOND FLOOR LIFE SAFETY PLAN 100 SCALE: 3/32 " =1 ' -0" CODES SYMBOL LEGEND % 'n? OCCUIRMICY F.- ONE HOUR nRE RATED PARTITION ONE HOUR FIRE RATED/SMOKE PAMON 1 • INSTITUTIONAL (FLORIDA BUILDING CODE 2010 - SECTION 309.1 GROUP 1) 01 BERMELLO AJAMIL & PARTNERS, INC. TWO HOUR FIRE RATED PARTITION APPLICABLE CODES-LATEST EDITION: • FLORIDA BUILDING CODE (FBC) - 2010 • AIA GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS AND HEALTH CARE • FACILITIES - 2W6 EDITION FLORIDA ACCESSIBILITY CODE - FBC 2010 CHAPTER 11 • FLORIDA STATUTES - I= CHAPTER 407 & 419 NFPA 101: 2010 • CHAPTER 19, EXISTING HEALTH CARE OCCUPANCIES • NFPA 220: CURRENT ADDITION NFPA 2000 CURRENT ADDITION • BUILDING CLASSIFICATION: :*Ar*chite�Gr�-Enqineering Planning loterier D#sigrf Landscape Architecture • 2601 So"uth'gay6hore Drive 10th Floor Miami, Florida 33133 (305) 859-2050 Fax (305) 860-3700 RM SOUTH MIAMI HOSPITAL n, TWO HOUR FIRE RATED/SMOKE PARTITION • • FOUR HOUR FIRE RATED PARTITION GOOD, EXIT LIGHT NOTE: SHADED AREA INDICATES LIGHTED FACE EXIT LIGHT (DIRECTIONAL) NOTE: SHADED AREA INDICATES LIGHTED FACE FE FIRE EXTINGUISHER FLORIDA BUILDING CODE - TYPE I NFPA 220 - TYPE 11 (2-2-2) FEC FIRE EXTINGUISHER CABINET INTERIM LIFE SAFETY MEASURES 44F FIRE JACK E�j FIRE VALVE CABINET .O.W.L.S.M.) ACCESS To FIRE EXITS. A. THE CONTRACTOR SHALL MAINTAIN FREE AND A Eq OR[E] LL FIRE ALARM MANUAL PULL STATION B. THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS TO THE EMERGENCY DEPARTMENT. [D FIRE ALARM VISUAL STATION C.ENGINEERING AND SECURITY SHALL BE NOTIFIED WHEN ANY FIRE PROTECTION SYSTEM IS DOWN. FIRE ALARM CHIME WITH LIGHT D. TEMPORARY CONSTRUCTION PARTITIONS SHALL BE SMOKE TIGHT AND BUILT OF NON-COMBUSTIBLE MATERIALS. (SEE DRAWING A-4.0 #13) E. ADDITIONAL FIRE FIGHTING EQUIPMENT SHALL BE PROVIDED AND PERSONNEL SHALL O DUTY STATION OF FIRE ALARM SPEAKER BE TRAINED IN ITS USE. F. CONTRACTOR SHALL CLEARLY INDICATE 0 SMOKING IS PROHIBITED* M FIRE ALARM HORN G. CONTRACTOR SHALL ILLUSTRATE THE PROCEDURE FOR THE STORAGE. HOUSEKEEPING. AND DEBRIS REMOVAL PROCEDURES TO ALL CONSTRUCTION PERSONNEL H. CONTRACTOR SHALL CONDUIT FIRE DEBRIS AT MINIMUM 2 PER QUARTER SHIFT. 1. CONTRACTOR SHALL PROVIDE DAILY HAZARD SURVEILLANCE OF BUILDING OR AREA OF ❑ THERMOSTAT SMOKE DETECTOR CONSTRUCnON,GROUNDS.SPECIFICALLY STORAGE AREAS. J. STAFF AND CONTRACTOR SHALL INFORM ALL AFFECTED AREA PERSONNELAISK MANAGEMENT. SECURITY AND ENGINEERING IF A COMPARTMENT FEATURE OF FIRE SAM IS COMPROMISED. HEAT DETECTOR FIRE SPRINKLER HEAD K. ALL PERSONNEL INVOLVED WITH THE CONSTRUCTION MUST BE EDUCATED MY THE GENERAL CONTRACTOR TO ENSURE AWARENESS OF ANY EXISTING LIFE SAFETY CODE(LSC) DEFICIENCIES. CONSTRUCTION HAZARD AND THESE ILSM. 4 EXIT CAPACITY IN INCHES L THERE SHALL BE AN EDUCATIONAL. PROGRAM CONDUCTED BY GENERAL CONTRACTOR FOR ALL STAFF ON THE PROCEDURES IN CASE OF FIRE. NOT ONLY TO PROTECT THEMSELVES BUT THE BUILDINGS SO THAT OTHERS WOULD BE PROTECTED. FL FIRE LIGHT DOME LIGHT EMERGENCY PULL CORD VISUAL EMERGENCY PULL CORD STATION CODE BLUE STATION AstA1116JI. EMJ NURSE MASTER CALL STATION " -dO . I 0j: 'ekjkL0kt* 19tq , N. H ,:�TJOOS 0\n5on 01 SINGLE PATIENT CALL STATION 0 0 P0 A C)Mql�( loss, �, s V cbo`� ,,CGUwr,% jf;t joi _ MAGNET HOLD OPEN DEVICE CORRIDOR DOORS HATCH DEPICTS AREA WHERE WORK IS .: N"p TO BE CONDUCTED 6574 I J$ LI FE SAFETY CALCULATIONS REVISIONS: SECOND FLOOR SMOKE COMPARTMENT CALCULATIONS SMALLEST ADJACENT COMFY COMPARTMENT AREA (S.F.) OCCUPANT ADJACENT OCCUPANTS ARRIEA COMP7 SLEEPING NON-SLEEPING OFFICE LOAD SMOKE AREA SLEEPING NON-SLEEPING (120 S.F./P) (240 S.F./P) (1100 S.F./P) (PERSONS) COMP"T COMP'T (S.F.) (30 S.F./P) (6 S.F./P) PROJECT NAME: ----- 1,898 11."2 / 120 = • ----- COMPLIES SOUTH MIAMI HOSPITAL 2A 11,682 100 On Is 2B. 2C. 2E, 2F 2F 10,510 iosio / 3o - 3w NORTH TOWER / NICU DOOR REPLACEMENT 2B ----- 10,216 ----- 10,216 / 240 - 42 2A, 2F 2F 10,510 10.510 / 30 - 350 ----- COMPLIES 2C ----- - 12.771 ----- 12.771 / 240 - 51 2A, 2D. 2E 2D 10,774 ----- io.774 / s - i.m COMPLIES PROJECT ADDRESS: 7400 S.W. G2nd Ave. 2D ----- 10,774 ----- 10.774 / 240 = 2C, 2E 2C 12,771 ivni / III - zin COMPLIES South Miami, Florida 2E ----- 15,467 ----- 15,467 / 240 - 94 2A. 2C. 2D 2D 10.774 ----- 1o.774 / a . tm COMPLIES KEY PLAN 2F 10,510 ----- 10.510 / 120 = a 2G, 2H. 21 21 11,532 ----- ii= / 6 - 1.622 COMPLIES 2G ----- 6,272 1,353 - 6,272 / 240 - 26 2F, 2H. 21 2F 11,532 11.532 a 1.922 COMPLIES 14 2H 11,532 ----- 11,532 240 - 462F. 2G. 21 21 6,380 11,= 30 - 213 COMPLIES 21 6,380 ----- ----- $0340 1 2o - 53 2F, 2G. 2H 2H 11,532 ----- liA32 e - 1.922 COMPLIES EXIT CALCULATIONS COMPARTMENT OCP. LOAD EXIT CAP. PROVIDED WWI AREA (S.F.) (PERSONS) (INCHES) TOTAL D(IT COMPIT (PERSONS) CP. PROVIDED SLEEPING NON-SLEEPING OFFICE (120/240/100) STAIR LEVEL ( 3 (120 S.F./P) (240 S.F./P) 100 S.F./P), 2A 11,682 ----- 1.898 11,612 120 - 97 U / 0.3 - 42 0.2 503 COMM. NO. 40070.000 1.$" 100 - is 293 210 SCALE: ASSHOWN 293 210 DATE: MAY 30, 2013 2B 10,216 ----- 10.216 240 - 42 U 0.3 - 42 0.2 503 2C ----- 12.771 ----- 12,771 240 - 53 44 0.3 - ----- 147 DRAWN: - 147 2D ------- 10,774 ----- 10,774 / 240 - 45 44/ 0.3 - ----- 147 CHECKED: 9H f 147 CADD FILE: MINSTITUTIONAL 2E " 3 15,467 ----- 15,467 / 240 - 64 / 0.3 - 293 29 DRAWING TITLE: 2F ---- 10.510 / 120 - N 44 0.3 - 94 0.2 - 567 10,510 147 420 SECOND FLOOR 2G ----- 6,272 1,353 6.272 240 - 26 ---- 94 / 0.2 - 420 420 1.3 100 - 14 42 )V--0.2 - 210 630 LIFE SAFETY 2H ----- 11,532 ----- 11.= 240 - Q 94 0.2 - 420 PLAN 21 6,380 --- 6,380 147 120 - 53 44 0.3 42 0.2 - 357 SHEET NO. I ___ 1 1 210 TOTAL EXIT CAPACITY (PERSONS) 614 IS LESS THAN 3.567 LS1 00