11-1045-002r' r% t-N R A A c+-r r' 1
- - J
DN
HEAD AT TOP 7-% 6-0. 10 -2 i
STAIR uP
FROM 2ND FL
NeROOF PLAN
SCALE: 1'- 0 " =1/4"
4" BACKFLOW PREVENTER DETAIL
O.S. &Y. W T.S O.S. &Y. W T.S
BACKFL. TESTING VALV.W T.S..
4" CHECK ALVE
4" TEST CONN. '
F.D.0
4 x22x21 4 "DI LG. X P.E.
BK2A
° �° CAP 01
BK1A
4" 4'
4 "DI FLG. X P.E.
P.I.V. W /T.S 4-a Flc. x P.E.
f
4" "
THRUST BLOCK t- - or R
R AINER GLA''"
(P N (PER NFPA 24g x
FIREPAK INC
STARTS HERE
BACKFLOW PREVENTER
SCALE: N.T.S.
4 "MJ —
4 "GALVANIZED
SROOVED GROOVED ELL.
GROUND LEVEL,
4 "D.I. PIPE FLG X P.E.
DEPTH OF COVER
36" (MIN.) TO TOP
OF PIPE
4" U.G. PIPING
•(BLUE BRUTE)
THRUST BLOCK OR
RETAINER GLANDS
(PER NFPA 24)
UNDERGROUND
SCALE: N.T.S.
r
G STEEL
PLASTIC TO STEEL (adapter)
SCALE N T S.
SPRINKLER SYSTEM NOTES
1. FIRE PROTECTION SYSTEM IS DESIGN AS —PER NFPA -13 AND A.H.J.
2. FIRE SPRINKLER SYSTEM CALCULATED BASED ON THE FOLLOWING DESIGN
DENSITIES:
A— .10/900 sq. /ft.
3. ALL PIPE 1" THRU 2" PIPE TO BE X —L & 2.5, 4" TO BE SCH -10
5. ALL HANGER LOCATIONS AND SIZES TO BE AS PER NFPA13.
6. ALL TAMPER & FLOW SWITCHES To BE SINGLE POLE, DOUBLE THROW AND
TO BE WIRED BY— OTHERS.
7. ALL PIPES AND FITTINGS EXPOSED TO WEATHER TO GALV w /C.I. #125 FITG.
NOMINAL PIPE
3/4
1'
114•
114•
s'
24'
V
31y•
4•
5.
6•
a•
CPVC
D -b
6 -0
b -b
1 -0
8-0
9-0
10-0
WA
WA
WA
WA
WA
STEEL PIPE (EXCEPT)
READED LIGHTWAL
°
°-m
12-m
es-m
es
-m
15-0
15-0
a-
5 -m
15-0
15-0
15-0
STEEL PIPE
THREADED LIGHTWAL
WA
12 -0
a -m
U -m
n -m
n -m
12-0
WA
WA
WA
WA
WA
HANGER SCHEDULE
1. THREAD ROD
2 CONCRETE ANCHOR
3. GALV HANGER RING.
Hanger Detail #01
HANGER DETAIL
SCALE: N T.S.
HYDRAULIC- SYSTEM
THIS BUILDING IS PROTECTED BY A
HYDRULICALLY DESIGNED AUTOMATIC
SRINKLER SYSTEM.
I.Mm AREA 1
AO.OF SPR RURS 010
BASIS OF DESI6IV
1 DEN0 1110 gpn /salt
2 DEMO AREA OF D6CNARGE 1005
SYSIEH DE"
1 GPY D6CIW 276 gpn
2 RESDIAiL PRESSI!(iE 9 TEST 42 �
NplM 100 gpn ATM
GENERAL NOTES: Numger of Sprinklers SEAL:
- "` ��: •�� �,,,t JOB NAME:
1. All Pipe Locations are to be Field Measured Symbol Description Total This Sheet: 055 Total This Job: 113 Symbol Revisions: Date: Oo0DO F ••• I �£
Prior to Fabrication and Installation by Q Hydraulic Reference Points Symbol No. Description: Drawn B : RZ • OO oO �' C' " I c''• %.�F LARKIN CANCER CENTER N
Sprinkler Contractor. " y a �;.= -
Elev. Below To of Steel 049 TYCO FRB WHITE PEND QR 155E K =5.6 ORFICE =1 2 TY -3231 ® n
P p • /
2. All Dimensions Shown are Center to Center. ' CL
C a -61 Elev. Above Finished Floor
3. High Temperature Heads are to be Field � 006 TYCO FRB WHITE PEND QR. (K -5.6; orifice: 1 /2 ; 155/200 F) TY -3131 , „_ „ O� �0 . �� � y • ' '; �; Y
Located Where Required. Elev. of Top of Steel Scale: -0 -1/4 re.pa
�- �!o / ; 6129 SW 70 ST SOUTH LL-
4. All Pipes and Hangers are to be Installed '
r I �- MIAMI, FL
®o Ceiling Height C.A. No.2435 i A•, 5 �O w
p # 07.27.2011
per NFPA 13. Date: ., L. Q M
5. Hangers are to be U.L. Listed and F.M. -� Denotes Hanger Location 7290 NW 44th STR I 'r0'
LL
Approved. o Rise up or down Approval By: J.T. McAM305L 994 9220 1 I {l Drawing Title: v
Fax. (305) 994 9210 Jorge de la Torriente 2ND FLOOR P LAN 0 _
P.E. Reg.No.: 18690 a