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09-57-015..... .r• • r sees* •o• • u • o • • •ever • • G Soo • r A I i •sro o•o•• ao o••e sees • • • • STRUCTURE ABOVE \\ ATTACH CADDY ANGLE ... . •.... ern• o . • • BRACKETS (TYPICAL) • MINIMUM THREE TWISTS ATTACH CADDY ANGLE BRACKET WITH *18 SELF - TAPPING SHEET - *12 GAUGE GALVANIZED I METAL SCREWS WIRE HANGER (TYPICAL) MINIMUM VERTICAL BOTH DIRECTIONS TYPICAL FIXTURE FIXTURE SUPPRORT NOTES: 1. ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. 2. ALL FLUSH OR RECESSED LIGHT FIXTURES WEIGHING LESS THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY DUTY GRID SYSTEM AND THEY MUST HAVE A MINIMUM OF TWO *12 GAUGE SLACK SAFETY WIRES ATTACHED AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. 3. ALL FIXTURES SUPPORTED ON INTERMEDIATE DUTY GRID SYSTEMS MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR TAUT *12 GAUGE WIRES ATTACHED TO THE STRUCTURE ABOVE. 4. ALL FLUSH OR RECESSED LIGHT FIXTURES WEIGHING MORE THAN 56 POUNDS MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR *12 GAUGE TAUT WIRES ATTACHED TO THE STRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED. 5. THE FOUR TAUT *12 GAUGE WIRES INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE MUST BE CAPABLE OF SUPPORTING FOUR TIMES THE WEIGHT OF THE UNIT. FIXTURE SUPPORT DETAIL � ,o SECTION A--A THROUGH - PENETRATION FIRESTOP SYSTEMS SYSTEM NO .0 -AJ -1064 APRIL 17, 2006 F RATINGS 2, 3 is 4 HR (SEE ITEM 4 ) T RATING 0 HR W Rating -CLASS 1 (See ITEMS 2 AND 4) 1. FLOOR OR WALL ASSEMBLY - REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100 -150 PCF (1600 -2400 KG /CU METER) ) CONCRETE AS SPECIFIED IN THE TABLE IN ITEM 4 BELOW. FLOOR MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED HOLLOW -CORE PRECAST CONCRETE UNITS*. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAM OF SLEEVED OPENING IS 32 IN. (813 MM). MAX DIAM OF SLEEVED OPENING IN FLOORS CONSTRUCTED OF HOLLOW -CORE PRECAST CONCRETE UNITS IS 7 IN. (178 MM). SEE CONCRETE BLOCKS (CAZT) AND PRECAST CONCRETE UNITS (CFTV) CATEGORIES IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS. 2. STEEL SLEEVE (OPTIONAL) -- NOM 32 IN. (813 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE SLEEVE CAST OR GROUTED INTO FLOOR OR WALL ASSEMBLY, FLUSH WITH BOTH SURFACES OF FLOOR OR WALL. AS AN OPTION, SLEEVE MAY EXTEND MAX 2 IN. ABOVE TOP SURFACE OF FLOOR OR BEYOND ONE OR BOTH SURFACES OF WALL. STEEL SLEEVE MAY BE USED IN 2 AND 3 HR F RATED SYSTEMS ONLY. W RATING APPLIES ONLY WHEN STEEL SLEEVE IS USED. 3. THROUGH PENETRANTS - ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. SEE TABLE IN ITEM 4 FOR SIZES OF PENETRANTS A, B. D AND E THAT MAY BE USED. SEE ITEM 3C BELOW FOR SIZE OF CONDUIT THAT MAY BE USED. THE ANNULAR SPACE SHALL BE AS SPECIFIED IN TABLE IN ITEM 4 BELOW. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED: A. STEEL PIPE - SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. IRON PIPE - CAST OR DUCTILE IRON PIPE. C. CONDUIT - NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR NOM 6 IN. (152 MM) DIAM (OR SMALLER) STEEL CONDUIT. D. COPPER TUBING - TYPE L (OR HEAVIER) COPPER TUBING. E. COPPER PIPE - REGULAR (OR HEAVIER) COPPER PIPE. 4. FIRESTOP SYSTEM - THE F RATING OF THE SYSTEM IS DEPENDENT UPON THE TYPE OF CONCRETE, THICKNESS OF CONCRETE, ANNULAR SPACE, FILL AND PACKING MATERIAL THICKNESS, PACKING MATERIAL DENSITY AND PENETRANT SIZE AS SHOWN IN THE TABLE BELOW: F MIN ANNULAR MIN MIN MIN PENETRANT RATING THICK SPACE THICK DENSITY THICK SIZE, HR CONCRETE IN. (MM) PACKING PACKING FILL IN. (MM) IN. (MM) MTL MTL PCF MTL. DIAM IN. (MM) (KG /CU IN. (MM) (OR SMALLER) METER) D, E (COPPER) A, d (STEEL IRON) 2 4 -1/2 1/2 - 3 -3/8 3 -1/2 6 (136) 1/2 (13) 4 (102) 16 (406) (114) (13 TO 86) (89) 2 5 -1/2 0- 1 -7/8 5 4 (64) 1/2 (13) 4 (102) 16 (406) (140) (0 TO 48) (127) 3 4 -1/2 1/2 - 3 -3/3 3 -1/2 6 (96) 1/2 (13) 4 (102) t (203) (114) (13 TO 86) (89) 3 4 -1/2 0- 2 -1/8 4 -1/4 4 (64) 1/4 (6) 6 (152) 30 (762) (114) (0 TO 54) (108) 4 5 -1/2 0- 1 -7 /8 5 4 (64) 1/4 (13) 4 (102) 9 (203) (140) (0 TO 48) (127) A. PACKING MATERIAL - MIN 3 -1/2, 4 -1/4 OR 5 IN. (89, 108 OR 127 MM) THICKNESS OF MIN 4.0 OR 6.0 PCF (64 OR 96 KG /CU METER) MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM AS SPECIFIED IN THE TABLE ABOVE. PACKING MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS FILL M. CEAULK. B. FILL, VOID OR CAVITY MATERIAL* - MIN * OR 1/2 IN. (6 OR 13 MM) THICKNESS OF FILL MATERIAL AS SPECIFIED IN THE TABLE ABOVE APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR OR WITH BOTH SURFACES OF WALL. AT THE POINT CONTACT LOCATION BETWEEN PIPE AND CONCRETE OR SLEEVE , A MIN 1/2 IN. (13 MM) DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED . TREMCO INC - FYRE -SIL (FLOORS OR WALLS) AND FYRE -SIL S.L. (FLOORS) *BEARING THE UL CLASSIFICATION MARK BERMELLO- AJAMIL & PARTNERS MC Architecture Engineering Planning Interior Design Landscape Architecture 2601 So. Bayshore Drive Suite 1000 Miami, Florida 33133 (305) 559 -2050 FAX (305) 859 -9638 Smith SSIV, Seckman Reid, Inc. 600 West Hillsboro, Suite 300 Deerfield Beach, FL 33441 (954) 421 -1260 FAX: (954) 421 -1466 www.ssr- inc.com Firm Certification - E5- 0000957 Alfred Esquival PE - 459863 Bruce W. Peek PE - MOM Chris A. Freyer PE - 43299 Dennis Davis PE - 69599 Donald NeNsh• PE - 49454 John E. Moulder PE - 33200 Juan Echavarria PE - 19577 SSR JOB # 0432103.0 STRUCTURAL ENGINEERS �I j I 11111111 DONNFLL, DUQUFSNF & ALdAISA, P A. CONSULTING ENGINEERS ©RAMON R. DONNELL P.E. 0011690 CIVIL /STRUCTURAL ❑PEDRO J. DUQUESNEP.E. 0022764 cIVIL/STnUCTURAL ❑AIDA M. ALBAISA P.E. 0045130 ... .... .... :::: :::: CIVIL /STRUCTURAL 4930 S.W. 74Th CT. MIAMI. FLORIDA 3315`.' (305) 111 -0711 FAX 666-5257 i it 1 .C�+ 1�i Y�• f � CAL I V ,1 FI Revisions: Project Name: SOUTH MIAMI HEART CENTER PBX RENOVATION 6200 S.W. 73 STREET MIAMI, FLORIDA 33143 KEY PLAN LOCATIO OF NON - INVASIVE .o Comm. No. 40002.000 Scale: Date: 12- -19 -08 Drawn: HS /LFC Checked: DOD CADD File: Draw'g Title: ELECTRICAL DETAILS Sheet No. E -0.2