09-49-031I'
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104 103 102 — 101 '
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�MAIN HALL
FIRST FLOOR PLAN
LEVEL ± O{T SCALE: I/B' - 1'-O'
1 ______
207 LlA61m"erl 1%M6RDOY Ix,wroar �S !s Cl16ERDQ1
206 205 204 1 7, 203
C1A6610d M6610A '
202 201
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STAIR 1t 1
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STAIR A 2
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209 210 211
C1I1661ba1 IX1EEIbW I
212 213
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SCIENCE LAB;
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IIIIII
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SECOND FLOOR PLAN
LEVEL ± 0`-0` 5CAI.t: 1/5' - V-IT
1 1st FLOOR
LEGENU:
Common Path - - - - - -" --` - - 36-9"
Travel Distance #1 _ , — _ , — _ 76-1011
Travel Distance #2 ____..____ 89'-711
2 2nd FLOOR
LEGENU:
Common Path 40'-8"
Travel Distance 1 _ , _ , _ , _ , — 691-411
To Stair # 1
Travel Distance 2---------- 83'-4"
To Stair # 2
FE -FIRE EXTINGUISHER
FE -Pre Extinguisher During Constructions
NOTE.
ALL DOORS IN THE MEANS OF EGRESS BE SINGLE ACTION
RELEASE, SHALL COMPLY WITH FAC AND SHALL NOT
REQUIRE THE USE OF A KEY, TOOL OR SPECIAL
KNOWLEDGE TO OPEN FROM THE EGRESS SIDE
STUD PARTITIONS:
1)ATTACH TOP & BOTT. TRACKS
W/HILTI X-OW20THP 3/4' PINS
@ 24" O.C.
2)SEAL TOP OF DRYWALL ON
WP 1200 PARTITIONS W/HILTI
CP601S FIRESTOP.
-FIRE CODES IN EFFECT ON PLANES
FLORIDA FIRE PREVENTION CODE (FFPC) January 1, 2005
WITH BROWARD COUNTY AMENDMENTS,
WHICH INCLUDES NFPA 101, 2003 EDITION,
NFPA 1, 2003 EDITION, & STATE STATUTES, 2003 EDITION.
WALL TYPES
8" CMU WALL FURRED
8" CMU WALL
STRUCTURAL MEMBER "0
4" OR 6" REGULAR PARTITION
3-5/8", OR 5-5/8" MTL. STUDS 0 24" O.C.
WITH 1/2" DRY —WALL EACH SIDE
1 HR. FIRE RATED 4" OR 6" PARTITION
3-5/8" MTL. STUDS @ 24" O.C. (# WP 1200)
WITH 5/8" TYPE—X DRY —WALL EACH SIDE
GA WP-1200
%" (15.9mm) Fire -Shield Gypsum Wallboard or 5/"(15.9mm)
Fire -Shield MR board screw attached horizontally to
both sides 3 %1(92.1mm) steel stud, 24" o.c. (61Omm).
All wallboard joints staggered
GYPSUM CONSTRUCTION GUIDE - 7th EDITION
il'
INTERIOR FINISHES:
a.) EXITS - Class - A
b.) OTHER THAN EXITS - Class - A or Class -B
FIRE NOTES;
o FE - 5 lb ABC Fire Extinguisher
mounted @ 48" AFF to top in recessed cabinets
75' max. travel distance, portruding no
more than 4" if in exit access
100% Fully automatic sprinklered Building.
Full shop drawings will be provided
for the Fire Sprinkler System
and Fire Alarm System
GYP. BOARD PARTITION
FIRE EXTINGUISHERS
CONT. SEALANT
DURING CONSTRUCTION:
AT PERIMETER
Larsen'!' FIRE EXTINGUISHERS or similar.
SEMI RECESSED
MP SERIES Multi- Purpose Dry Chemical,
SQUARE TRIM
ALUMINUM FIRE
Model Number MP5-A
EXTINGUISHER
Nominal Capacity 5 Lbs.
CABINET SEE
SPECS.
Shipping Weight 9114 Lbs.
-TOP OF EXTINGUISHER
Cylinder Diameter 4'/4 in.
Overall Height 16 in.
_
Overall Width 7'% in.
UL Rating 3A-40:BC
Standard Bracket" 1521
They will be mounted on the
construction columns with the
Standard Bracket' 1521, @ 48" AFF
to top, for a max travel distance of 75'.
ROUGH OPENING TO
BE 25'X10 1/2"XG 1/2'
SEE SPECS.
f. --� CONT. SEALANT
AT PERIMETER
GYP. BOARD PARTITION
EXTINGUISHER CABINET DETAIL
AT 5TUD PARTITION
PROVIDE ONE CERTIFIED
ABC FIRE EXTINGUISHER
FOR EACH 3,000 51.ft. AND W/ A MAXIMUM
TRAVEL DISTANCE TO REACH OF 75'.
TOP NOT TOEXCEED 5' ABOVE THE FLOOR.
Larsen's® Fire Extinguisher
Model MPS -A
N.T.S.
SCHEDULES OF HLTI THROUGH PENETRATION FIRESTOP SYSTEMS
CONCRETE FLOORS CONCRETE OR BLOCK WALLS
TYPE OF PENETRANT
G
F-RATING
5ECL SSIFIED
AN
TYPE OF PENETRANT
IED
F-RATING SYSTEM
(HR)
SYSTEM
I
FA 0006,CAJ 0055.
1 CAJ 0055. CAI0090
CAJ 0090
2
FA0006.CAJ0055,
2 CAJ 0655,CAJ UUM
CIRCLLARBLANK
CIRCUAR13LAK
OPENINGS
CAJ 0090
OPENINGS
3
FA 0006, CAJ 0055.
3 CAJ III CAJ 0OB6
CAJ 0086, FA0014
1
CAJ 1226. FA 1028
1 CAJ 1226, WJ 1067
2
CAJ 1226, FA M
2 CAJ 1226, WJ 1067
SINGLE METAL PIPES
CAJ 1226. FA 1017
SINGLE METAL PIPES
CAJ 1226, WJ 1D41,
3
ORCOhDUIT
3
OR CONDUIT
WJ 1068
CBJ 1034. CBJ 1037,
4
CBJ 1037, CBJ 1034
4 WJ 1041, WJ 1042,
WJ 1D68
FA 2053, FA 2025,
CAJ 2109. CAJ 20A
1
CAJ 2109. CAJ 2MB.
1 CAJ 2167. CAJ 2371,
CAJ 2271, CAJ 2167.
CAJ 2342
CBJ 2021. CAI 2342
FA 2053. FA 2025,
CAJ 21D9, CAJ 2D96.
CAJ 2109, CAJ 2QJ8,
SINGLE
SNIP
NON METALLIC PIPE
2
CAJ 2271, CAJ 2167,
NONMETALLIC PIPE
2 CAJ 2167, CAJ 2371,
OR COMDUR Q E PVC,
C0J-2021,CAJ 2371,
OR COMDUrr 0 E PVC,
CAJ 2342
CPVC,ABS,FRP,ENT)
CAJ 2342
CPVC,ASS, FRP,ENT)
FA 2054, CAJ 2109.
CAJ 2109. CAJ 2098.
3
CAJ 2D98, CAJ M.
3 CAI 2371. CAI 2342
CAJ 2342
4
CBI 2016. CAJ 2D11
4 WJ 2057. WJ 2091
FA 3007, CAI
1 WJ 3036. CAJ 3095.
1
3095,CAJ 3180
CAJ 3180, WJ 2060
FA 3007,CA1
WJ 3036. CAJ 3095,
2
SINGLE ORBUNDLED
2
3095,CAJ 3180
SINGLE OR BUNDLED
CAJ 3180. WJ 3060
CABLES
CABLES
FA 3007,CAI
3 CAI 3095, CAJ 3180
3
3W5,CAJ 3180
4 WJ 3050
I WJ 4027, CAJ 4034.
1
CAJ 4034. CAJ 4035
CAJ 4M5
WJ 4027. CAJ 4034.
CABLE TRAY
2
CAJ 4034, CAI41335
CABLE TRAY
2 CAJ 4035
3 CAJ 4034, CAI4M5
3
CAJ 4034. CAI4035
4 WI BOW
FA 5015. FA 5W7,
CAJ 5090. CAJ 5W1,
1
CAJ 5090. CAJ 5091.
I CAJ 5061. WJ 5042
CAJ 5098
2
FA 5015, FA 5017,
CAJ 5D90, CAJ 5091,
CAJ 5090. CAJ 5091.
2 CAJ 5061, WJ 5042
SINGLE NSUATED
SINGLEINSULATED
PIPES
CAJ SD9D
PIPES
3
FA 5016. CAJ 5090.
3 CAJ 5090. CAI 5061
FA 5D18
4
CBJ 5006
4 CBJ 5006. WJ 5028
CAJ 6M, CAJ W17.
1 CAJ 6006. CAI 6017.
1
FA MM CAI 6036
CAJ 6036
ELECTRICAL BUSWAY
CAJ 6006, CAJ 6D17,
ELECTRICAL BUSWAY
2 CAJ 6Dp6, CAJ 61117,
2
FA 6002, CA16M6
CAJ 6036
3
CAJ 6006. CAJ 6017
3 CAJ 6006, CAI6017
CAJ Toes, CAJ 7051,
CAJ 7045. CAJ 7051.
NON4NSUATED
1
CAJ 7084
NON-INSULATED1
WJ 7021, WJ 710
MECHANICAL
MECHANCAL
CAJ 7046, CAJ 7051,
CAJ 7D46, CAJ 7051.
2
DUCTWORK WITHOUT
2
CAJ 7084
DUCTWORK WITHOUT
WJ 7021, WJ 7U72
DAMPERS
DAMPERS
3
CAJ 7046, CAI 7051
3 CAJ 7046, CAI 7051
INSUTATED
INSULATED
1 WJ 7029
MECHANICAL
NIA-
NA-
MECHANICAL
MECHANICAL
2 WJ 7029
DUCTWORK WITHOUT
DAMPERS
DAMPERS
CAJ 8099, CAJ
1
CAI 8099, CAJ BOO
1
CAJ 8143
WJ 8007, cAJ 8143
CAJ 8099, CAI W
2
CAJ 8, CAI 8056.
D992
MIXED PENETRANTS
CAJ 8143
MUD PENETRANTS
WJ 8W7, CAJ 8143
CAJ 8041. CAJ 8056,
3
CAJ 8099, CAI8056
3
WJ 8W7, CAJ 8099
4
CAJ 8M5
4
CAJ 8095, WJ 8007
WOOD FLOOR
GYPSUM WALLBOARD ASSEMBLIES
TYPE OF PENETRANT
F-RATING
UL-CLASSIFIED
SYSTEM
TYPE OFPENETR/J4T
F47ATNG
UL-CUSSIFIED
SYSTEM
WL 1D54, WL IM8,
1
FC 1DD9, FC IM9
1
WL 1164
MEfALPIPESOR
METALPIPESOR
2
WL1054.WL1058,
COMDUJIT
2
FC 1009. FC 1059
CONDUIT
WL 1154
4
WE 1110, WL 1111,
W1L 1165
Fc 2232, FC 2030,
WL 2078. WL 2075,
1
FC2160.FC2177.
1
WL2128
NON-METALLIC PIPE
FC 2128
NON-METALLIC PIPE
FC 2029, FC 2030,
2
WL 2073, WL 2075.
OR COMDUrr
OR CONDUIT
2
FC 2128, FC 2127,
WL 2128
4
WL 2184. WL 2245
FC 2160
1
WE 3065, WL 3111,
1
FC 3012, FC 3044
WL 3112
SINGLE OR BUNDLED
SINGLE OR BUNDLED
WL 3065, WL 3111.
CABLES
2
FC 3012
CABLES
2
WL 3112
2
FC 3012
4
WL 3139
1
WL 4011, WL 4019
1
FC 5004, FC 5037,
CABLE TRAY
2
WL 4011, WL 4019
FC 5036
4
WL 8014
1.
INSULATED PIPES
1
m 5017 047
2
FC SOON, FC 5W7
INSULATED PIPES
2
WL 5M• WL -90.
WL 5047
4
WL 5073
NONANSULATED
NON-NSLLATED
I
WL 7017. WL 7040,
MECHANICAL
MECHANICAL
WL 7D42, WL 7155
DUCTWORK WITHOUT
1 FC 7013
DUCTWORK WITHOUT
2
WL 71340. WL 7D42,
DAMPERS
DAMPERS
WL7155
INSULATED
1 NIA-
INSULATED
WL 7059, WL 71S3.
WL 7156, WL 7151
MECHANICAL
MEMECHANICAL1
2
WL 7059. WL 7153.
DUCTWORK WITHOUT
DUCTWORK WTfHOUT
DAMPERS
2 NIA•
DAMPERS
WL 7156. WL 7151
1
WBD13LMUO:D
PENETRANTS
1 FC 8009, FC 8014
P2EfRNTS
2,
RiN5.
WILL 8013
Fc 8026. FC8025,MIMED=D
8014
-CONTACT HILT! FOR CURRENT UL-CLASSIFIED SYSTEM OR ENGINEER JUDGMENT DRAWING 80087960W
NOTES
1 Jobslte Inridbors of each thou# v penetrabon fi estop system must meet ALL triails d 8c I.A.—Chas System
sdedad
2. If µibsrte mridbors do not match any LILtJassried systems in the schedules above. oonlad FiMa fcraBeetnie systes
or Engineer Judgment Drawlrgs - 800-879SM
3 Whore mare than aria aomade LA.-classfied System is listed in the sdhedlrs, dnosc IM UL System Wlydh is mad
ecariamical for each ttroul)-pehctrabe firestap system.
4. Connkriale work with older trades to assue that Penetration opening sizes are appropriate for Penetrant beabes, aid
Mee N n
5. For 3-hour rated gypsum walls, contact HI6 ror a llLrlassfitd system or cri judgment dawi - 806879MW
01 18 07
System No, HW-D-0209
Assembly Rating -1 Hr and 2 Hr (See Item 1)
Nominal Joint Width - 3/4 in.
1 Floor Assembly -- Min 4-112 in thick reinforced IightweiCtit cr nrrmal weig'it (100-1E0 FCF) s,ructarol
concrete Flocr may also be constructed of any 6 in thick UL Clu,ified ho!I^.v-core Precast Concrete
Units-
`1 Precast Concrete Units category in the Fire Resis'.unce Directory for names of manuflSturer
2 Will Assembly -- The 1 or 2 h fire -rated nvpsum board steel stud wolf assembly shall le co%,i*
of the rratrnils and in the manner specified in the individual U400 Series `dill or Parttion De:UL Fire Pesstance Directory and shall include the following construction feghlreA Steel Floor and Ceiling Runners -- Floor and ceiling runners of wall assembly shall consro..in
No 25 gouge gale steel channels sized to accommodate steel studs (Item 2B) Ceihnq runner to be
provided with 1-1/4 in flanges Ceiling runner secured wOh sleet fasteners spaced 12 in 0C
At Lrght Gauge Framing' -- Slotted Ceding Punner - As an 0route to the ceiing runner in Item
2A, slotted ceiling runner to consist of gamy steel channel with dated flonges sized to orc,,mm^dote
steel studs (Item 2B) Slotted ceiling runner secured to xaley; lower surfxe of fLor wLh steel
fasteners spaced max 24 in OC
SLIPTRACK SYSTEMS INC -- SLP-TRK.
A2 Lyht Gauge Framing' -- Vertical Deflection Ceding Runner - As on alternate to the ceiling
runners in Items 2A and 2A1, vertical deflection ceiling runner to consist of goo steel chomd wth
slotted vertical dellection clips mechanically fastened within runner Sloped clips provded with step
bushings for permanent fastening of steel sfuds Flanges sized to accommodate steel studs (Item 2B)
Vertical deflection ceding runner secured to Icwer suiface of floor w th sled fasteners spaces mce 24
in OC.
THE STEEL NETWORK INC -- VertiTrack VTD250, VTD359, VTD400. VTD600 and VTD900
B Studs -- Steel studs to be min 3-112 in wide Studs cut 1/2 to 3/4 in less in length than
cssem5ly heig`it with bottom nesting in and resting on floor runner and with top nesting in ceding
runner without attachment When slotted ceding runner (Item 2A1) is used, steel studs secured to
slotted ceding runner with No. 8 by 1/2 in long wafer head steel screws at midheight of slot on
each side of wall Stud spacing not to exceed 24 in OC When vertical deflection ceiling runner (Item
2,2) is used, steel studs secured to slotted vertical defection clips, through the bushings, ,,th steel
screws at midheighl of each slot Stud spacing not to exceed 24 in OC
C Gypsum Board' -- For 1 hr assembly, one layer of 5/3 in thic4 nvpsum board is requued in the
individual Wall and Partition Design For 2 hr as-embly, fxo lasers of 5/8 inthi k gypsum Mcrd Is
required in the individual Wall and Partition Design Wall to be constructed as specified in Be individual
U400 Series Design in the UL Fire Resistance Directory, except that a max 3/4 in qap shall he
maintained between the top of Gypsum board and bottom of concrete floor The screws attaching the
gyp -um board to the studs at the top of the first layer shall be located 4 In below the floor. The
screws attaching the second layer to the steel studs shall be msbol'ed Into the studs 3-112 in bele.v
the floor The hourly fire rating of the joint system is depemlent on the hourly rohags of the wa'Is
3 Fill, Void or Cavity Mlaterial' Sealant -- Max separation between tMom of floor and tcp of wall is
in The joint system is designed to accommodate a max 17 Fercer4 compression or eytension from
its mstolled vid'h Min 5/8 in thickness of fill material installed on each side of the wall between the
top of the gypsum board and the bottom of the concrete floor, fl rh with each surface of the wall
H111 C0'ISTFBCT10N CHEMICALS, DIV OF
I11LTI INC -- CF601S Elastomeric Flrestop Sealant or CP606 Fle,ibie Firestop Sealant
'Beare q the UL Classification Mork
R+pr u, if LTI, Inc Coo •ry of 4i
Ud�nnr+rs LaM•ih xis, Irr
FIRESTOP SYSTEMS 6h•ch Za, 21'93 C
ALEJANDRO REMOS R.A.
a-r-c h ; t-e c t S-
rl�lardro Remos i A. 0011702 _
-18501 "Ines Bh-f , Su to 107 -
PZ-riibrokePine-,L 3:1u29
Tel: (954) 442 7122
Fax:(954) 442 7190
e-mail:remosblclq i,1'ilCom
SOMERSE'1' CHAWFER
SC'11OOL
South Miami
-5876 SW 68th Street
South Miami, FL. 331,13 —
CONSULTANTS:
JEANETH ARDIL A
architect
ALBERTO CHINCHILLA
architect
ALEJANDRO CABAL -CABAL
architect
MARCEL ADRIAN PEREZ
architect
-18501 Pines Blvd, Smile 107
Pembroke Pines FL 33029 —
STRUCTURAL ENG.:
EDUARDO GONZALEZ P.E. INC.
Structural Engineers
J. Eduardo Gonz5lr'z P.E.
-717 Ponce de Levin 11 A., Suite 335
Coral Gables FL. 331.1 I
Tel: (305) 445 5100
Fax: (305) 445 6G14
e-mail: eddygoni ..... outh.net
M.E.P. ENG.:
INGEMEL SA LLC.
DESIGN & BUILD Lr4GINEERING COMPANY
STATE OF FLORIDA CA N1 9113
Pedro Arias P.E. 63913
Patricia Morales P C. 63818
-2071 Johnson Str(x t, Suite 115
Pembroke Pines FL 3:1029 USA
Tel: (954) 318 2264
Fax: (954) 450 7216
e-mail: pedroa(,i)inq- nml cam
pmoralCs(r"Ir q"1TICI.Com
CIVIL ENG.:
Consulting Engineering
& Science, Inc.
Nelson H. Ortiz P.E. 57556
-10700 North Keni Drive Suite 400
Miami FL. 33176
Tel: (305) 378 5555
Fax: (305) 279 4553
e-mail: norl¢Cq?CESf'IAMI.com
LANDSCAPE ARCH.:
M. L. A. GROUP INC.
Scott McClure RLA 6r,66695
-690 NE 13th Street Sorb 105
Fort Lauderdale FL '13304
Tel: (954) 763 4071
Fax:(954) 467 1688
e-mail: mlagroupinc.'' yahoo.com
SEAL:
I co
A.R.00l 2 T
REVISIONS:
Project No:
0880
Model File:
Drawn by:
J.A / M.A. / A.C.
Approved by:
A.R.
Date:_
12/03/08 -
Scalee_
As Show
Copyright
Sheet Title
LIFE SAFETY
PLANS
Sheet Number
SOMERSET SOUTH MIAMI