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09-979-002L N - M4r0111 /NEA -A -_ -- FIRST FLOOR - 30' 0 30' I, I, I 1 _ I OVERALL SAFETY PLAN IL4 I pm GENERAL NOTES FOR LIFE SAFETY PLANS LIFE SAFETY PLAN LEGEND. ••• r • 101. THE EXISTING -TO- REMAIN PORTIONS OF THE LIFE SAFETY PLANS WERE PROVIDED TO THE ARCHITECT. BY SOUTH MIAMI HOSPITAL. GRESHAM, SMITH AND PARTNERS TAKES NO RESPONSIBILITY FOR THEIR ACCURACY BEYOND THE "LIMITS OF CONSTRUCTION" AS DEFINED ON THE ARCHITECTURAL FLOOR PLANS ON SHEETS A2.1.* 102. THE LIFE SAFETY PLANS ARE "DIAGRAMMATIC ONLY ". THEIR PURPOSE IS SOLELY TO REPRESENT THE LIFE SAFETY COMPONENTS FOR THE PROJECT (AS INCLUDED IN THE CONSTRUCTION DOCUMENTS PREPARED BY THE ARCHITECT, ELECTRICAL ENGINEER, FIRE PROTECTION ENGINEER, ETC.). THE GENERAL CONTRACTOR SHALL USE THE CONSTRUCTION DOCUMENTS (NOT THE LIFE SAFETY PLANS) FOR THE IMPLEMENTATION OF THE REQUIRED LIFE SAFETY COMPONENTS INTO THE PROJECT. 103. THE CONTRACTOR SHALL ADVISE THE ARCHITECT IMMEDIATELY UPON DISCOVERY OF ANY LIFE SAFETY COMPONENT THAT IS SHOWN ON THE LIFE SAFETY PLANS BUT HAS NOT BEEN INCLUDED IN THE CONSTRUCTION DOCUMENTS PREPARED BY THE ARCHITECT, ELECTRICAL ENGINEER, FIRE PROTECTION ENGINEER, ETC. 104. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING THAT THE REQUIRED VISIBILITY FOR EACH INDIVIDUALLY INSTALLED EXIT LIGHT IS NOT IN ANY WAY DIMINISHED DUE TO VISUAL INTERFERENCE CAUSED BY ANY OTHER LIGHT FIXTURE, DEVICE, SIGN, ETC. (THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT'S REFLECTED CEILING PLANS, THE ELECTRICAL DRAWINGS, THE GRAPHICS DRAWINGS, ETC.) 105. STENCIL ALL FIRE WALLS, RATED FIRE BARRIERS, RATED SMOKE BARRIERS, AND NON -RATED SMOKE PARTITIONS, ETC. WITH PERMANENT 2 INCH HIGH LETTER. IDENTIFY THE NAMES AND HOUR RATING OF THE PARTITION, WALL OR BARRIER APPROXIMATELY 8 INCHES ABOVE THE CEILING EVERY 25 FEET ON BOTH SIDES OF THESE BARRIERS AND /OR PARTITIONS AND ONCE IN EVERY SPACE. LABELS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. 1 -HOUR FIRE BARRIER FIRESTOP ALL PENETRATIONS. 2. 2 -HOUR FIRE BARRIER FIRESTOP ALL PENETRATIONS. 3. 1 -HOUR SMOKE BARRIER FIRESTOP ALL PENETRATIONS. 4. 2 -HOUR SMOKE BARRIER FIRESTOP ALL PENETRATIONS. 5. 2 -HOUR (SHAFTWALL) FIRE BARRIER FIRESTOP ALL PENETRATIONS. 6. NON -RATED SMOKE PARTITION SEAL ALL PENETRATIONS. 7. 3 -HOUR FIRE WALL PENETRATIONS NOT ALLOWED, or 3 -HOUR FIRE WALL - FIRESTOP ALL PENETRATIONS. IN SPACES WITHOUT CEILINGS LOCATE STENCIL 10 FEET MINIMUM ABOVE FINISH FLOOR TO BOTTOM OF STENCIL. STENCIL MUST BE VISIBLE; NOT HIDDEN BEHIND DUCTWORK, EQUIPMENT, OR OTHER OBSTACLES. 106. ALTHOUGH NOT INDICATED ON THE LIFE SAFETY PLANS, ALL CORRIDORS IN HOSPITALS SHALL (AT A MINIMUM) BE ENCLOSED WITH "SMOKE PARTITIONS" WHICH COMPLY WITH THE REQUIREMENTS OF FBC SECTIONS 407.2 do 710. (SEE THE ARCHITECTURAL FLOOR PLANS.) EXISTING TO REMAIN NEW CONSTRUCTION SCOPE OF WORK EXISTING ONE-HOUR RATED FIRE BARRIER EXISTING ONE -HOUR RATED SMOKE BAf " ' IEF EXISIING TWO -HOUR RATED FIRE BARRIER EXISTING TWO -HOUR RATED (SHAF- FWAL.L) BAf` \`RIER EXISTING TWO - (--TOUR RATED SMOKE BAR PIER' ONE -HOUR RATED FIRE BARRIER ONE -HOUR RATED SMOKE BARRIER TWO -HOUR RATED FIRE BARRIER TWO -HOUR RATED (SHAFTWALL) BARRIER TWO -HOUR RATED SMOKE BARRIER FIRE DEPARTMENT VALVE FIRE DEPARTMENT VALVE CABINET WITH FIRE EXTINGUISHER FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HOSE CABINET FIRE INDICATOR LIGHT CEILING MOUNTED FIRE LIGHT FIRE -HORN VISUAL FIRE ALARM FIRE ALARM BELL SMOKE COMPARTMENT DESIGNATION CLEAR WIDTH OF EGRESS DOOR (IN INCHES) TRAVEL DISTANCE TO EXIT DOOR TRAVEL DISTANCE TO DOOR INTO ADJACENT SMOKE COMPARTMENT EXIT LIGHTS i Y • • • • U1. Ufi • 1 *.�l• ♦ iw;a 4� �tH1vi ��' .41, �Y' '/ �''� �"•,�ise)+A� � 'c .. .00 - 1HR•••• �mmm1HRSmm m­mmm2HRmmm S FT- - ■■m■■2HRSmmm FDV FDVC W /FE FE FEC FHC F❑ FL IR VFA 1A 44 135' -O" - ------ ------ ------ 143)-4t) 10_ ®_ * foi LIFE SAFETY CALCULATIONS FIRST FLOOR SMOKE COMPARTMENT CALCULATIONS SMALLEST J• O ` ADJACENT COMP'T ENGINEERING FOR ARCHITECTURE COMPARTMENT OCCUPANT ADJACENT NO, OF www.tic-engineers.com EB #0000015 AREA (S.F.) Co .1-4 OCCUPANTS REFUGE COMP'T LOAD SMOKE AREA to -o Q M O CD (n 4-1 L'2. SLEEPING NON- SLEEPING ASSEMBLY OFFICE MERCANTILE (PERSONS) COMP'T COMP'T AREA SLEEPING NON - SLEEPING AAP000034 /EB0003806 1626000797 (120 S.F. /P) (240 S.F. /P) (15 S.F. /P) (100 S.F. /P) (30 S.F. /P) (S F) (30 S.F. /P) (6 S.F. /P) 1A _____ 14,661 �t 14,661 / 240 = 61 19, 1E, IF, 1 G 1G 9,003 _ -_ 8,003 / 6 = 1,334 COMPLIES 1B ___ 14,259 Approved By: Scale: Drawing Title: 14,2591240 = 59 1A, 1C, 1E 1E 8,977 _____ 9,877 / 6 = 1,4.96 COMPLIES 1 C 10,702 827 3,574 760 10,702 / 240 = 45 827115 = 55 19, 1D, 1E, 1K 9,338 9,338 / 6 = 1,390 COMPLIES 3574 / 100 = 36 1 K, 1 N 760 / 30 = 25 TOTAL = 161 1D -- 11,590 11,590 / 100 = 116 1C, 1K 1 C 15,863 - - - -- 15,963 / 6 = 2644 COMPLIES 1E - - -- 8,977 3,560 9,977 1240 = 37 1A, 15, 1C, IF 1F 8,047 - 8,047 / 6 = 1,341 COMPLIES 3,560 / 15 = 237 TOTAL = 274 1F ____ 8,047 9,047 / 240 = 34 1A, 1E, 11`1 1F1 3,429 - - - -- 3,429 / 6 = 572 COMPLIES 1F1 ____ 3,429 3,429/240 =14 1F, 1E 1F 9,047 - - - -- 9,047/6 =1,341 COMPLIES 1F2 ._ _ 2,592 2,592 / 240 = 11 N/A N/A ____ _____ ----- COMPLIES 1 G ____ 8,003 9,003 / 240 = 33 1A 1A 15,517 -- - -- 15,517 / 6 = 2586 COMPLIES 1K ----- 8,339 9,339/240 =35 1C, 1D, 1L, 1M, IN 1N 5,988 5,899 / 6 = 981 COMPLIES 1 L - - - -- 5,969 5,969 / 240 = 25 1K, 1M 1 M 6,924 -- -` 6,124 / 6 = 1,154 COMPLIES 1 M - - - -- 6,924 6,524 / 240 = 29 1K, 1L, IN 1N 5,988 5,888 / 6 =0 COMPLIES 1N 5,889 5,999/240 =26 1C, 1K, 1M 1M 6,924 _ -___ 6,924/6 =1,154 COMPLIES MAM -DADE COUNTY EXIT CALCULATIONS 'NEIRE . MVT / COMPARTMENT OCP. LOAD EXIT CAP. PROVIDED AREA (S.F.) (PERSONS) INCHES TOTAL EXIT COMP'T CAP. PROVIDED SLEEPING NON - SLEEPING ASSEMBLY OFFICE MERCANTILE (120/240) STAIRS LEVEL (PERSONS) (120 S.F. /P) (240 S.F. /P) (15 S.F. /P) (100 S.F. /P) (30 S.F. /P) 1A ____ 14,661 14,661 / 240 = 61 - - - -- 260 / 0.2 = 1300 1300 Ifs _____ 14,259 14,259 1240 = 59 - - - -- 204 / 0.2 = 1020 1020 1C ____ 10,702 827 3,574 7980 10,702 / 240 = 45 927 / 15 = 55 - - "'" 306 / 0.2 = 1530 1530 3574 / 100 = 36 760 / 30 = 25 TOTAL = 161 1D '---- 11,580 11,590 /100 = 116 ----- 254 10.2 = 1270 1270 1E - - - -- 8,977 3,560 9,977 / 240 = 37 -- 210 / 0.2 = 1050 1050 3,560 / 15 = 237 TOTAL = 274 1F ____ 8,047 9,047 / 240 = 34 - - - -- 252 / 0.2 = 1260 1260 1F1 - - - -- 3,429 3,429 / 240 = 14 --- -- 169 / 0.2 = 940 840 1F2 2,582 2,582 / 240 = 11 ----- 336 / 0.2 = 1680 1680 1G ____ 8,003 9,003 / 240 = 33 ____ 10210.2 = 510 510 1K ----- 8,338 9,339 / 240 = 35 ___ 42 / 0.2 = 210 210 IL 5,968 5,969 / 240 = 25 ___ 94 / 0.2 = 420 420 1 M - - - -- 6,924 6,924 / 240 = 29 ----- 94 / 0.2 = 420 420 1 N 508 --r-5.8-88 / 240 = 25 _- 169 / 0.2 = 840 940 TOTAL EXIT CAPACITY (PERSONS) 877 IS LESS THAN 12,350 • • •u J • 4 • , 3 © • CG , J• O ` I ENGINEERING FOR ARCHITECTURE 255 S. Orange Avenue Suite 1600 Orlando, Florida 32801 PH: 407.841.9050 www.tic-engineers.com EB #0000015 O Copyright 2009 TLC Engineering for Architecture, Inc. Co .1-4 Q. W TO 1 � M . CO to -o Q M O CD (n 4-1 L'2. m Consultant: G R E S H A M SMITH AND P A R T N E R S 6030 Hollywood Blvd. Suite 210 Hollywood, Florida 33024 954.981.9100 FIRM'S FLORIDA CERT. NO. AAP000034 /EB0003806 1626000797 Revisions: No. Date Description Seal LUIS CANO AR- 001589q �t r Project No.: 109355 Issue Date: 10/09/2009 Drawn By: Approved By: Scale: Drawing Title: FIRST FLOOR - OVERALL LIFE SAFETY PLAN Dr2wino No.: a r m AL7.1