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HomeMy WebLinkAbout812 Route 28 Fire Sprinkler Floor Plans and Details 3SECOND FLOOR PLAN
SCALE: 1/4" = 1'-0"
NOTE. is AND 2nd FLOOR PIPING
INSTALLED WITHIN 5017ITS.
50==1 T 5 MAY EXTEND A
r LXIMU 1
OF 8 Fz;ROI WALL.
EG= -ITS OVER 8 IN WIDTH
?=CJ1F= 5=<\< EFS
BE
HYDRAULIC DESIGN
RESIDENTIAL
DESIGN AREA - 363 SF
MAX. AREA PER SPRINKLER - 288 SF
NO. OF DESIGN SPRINKLERS - Z
DESIGN DENSITY - N/A
"OSE 5 -CRE/-. DE"'LND-
SPRINKLER DEMAND FLOW - 38.2 GPM
RESIDUAL PRESSURE REQUIRED - 51.0 PSI
EXCESS RESIDUAL PRESSURE AVAILABLE - 27.0 PSI
OJJNER TO PROVIDE
SUFFICIENT HEAT TO
PROTECT SPRINKLER
PIP=c, ;::Rn 1 Ff2F=71N,-
SPRINKLERS ARE NOT REQUIRED
IN TH15 AREA UNLESS ACCESSIBLE
AND USED FOR STCRAGE
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OWNER -O FROvIDE
SUFFICIENT NEAT TO OPEN -FRAME
PROTECT SPRINKLER BRACING (TYP)
PIPES FROM FREEZING- T NO WALLBOARD
6 \ 2/2 DN TO 1
1 EASEMENT
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2 GIUP2�14 11TYPAi0
2"0
13 O
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I NITIATE TROUBLE
10.12 SIGNAL ON DROP
UNFINISNG ST®RAa
I IN TEMPERATURE ! �
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OPEN-FRAME(TYPIGA FOS 3)
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NO UJALLE041RD 0 040
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ATTIC PLAN
SCALE: 1/4" = 1'-0"
HYDRAULIC DESIGN
SPRINKLER LEGEND
OCENTRAL MODEL 5V -QR PENDENT
(155°F UN.O.X5.6K)(1/2" ORI -ICE)
CENTRAL MODEL L= -II PENDENT
® (155'F U.N.O.)(4.9K)(l/16" OR'F'CE)
(NUMBER INDICATES COVERAGE AREA, WxL)
#t CENTRAL MODEL LF -11 SIDEWALL
�X C155`F G.N.O.X4.2<X-11I(o" ORIFICE)
(NU`1EiER INDICATES COVERAGE AREA, WxL)
CENTRAS MODEL DS -I DRY SIDEWALL
(i55°F U.N.O.XS-6KX1/2" ORIFICE)
CENTRAL MODEL D5-1 E.G. DRY SIDEWALL
4X (1557 UN.O.)(5.6KK1/2" ORIFICE)
(NUMBEfR INDICATES COVERAGE AREA, WxL)
xCENTRAL MODEL B83 ATTIC SPRINKLER
(212'=X5.6KX1/2" ORIFICE)
PIPE UP
C PIPE DOWN
BOTTOM PIPE CONNECTION
4 NCDE - LIGHT HAZARD
44 NODE - RESIDENTIAL
20 NODE - ORDINARY HAZARD
20 NODE - COMMON
HYDRAULIC DESIGN
LIGHT HAZARD
DES'GN ATEA - 8i2 5=
"AX.. 2z0 S=
Cz
-='CN DEN511 - 0.10
HOSE STREAM REAM DEMAND - 100 GPM
SPRINKLER DEMAND FLOW 155.5 GF'!_.
RESIDUAL PRESSURE R QU`RED - 63.4 P51
EXCESS R -=5!: U/- ' E AVAILABLE - 14 5 P51
ORDINARY HAZARD
DESIGN AREA - 1035 5F
MAX. AREA PER SPRINKLER 100 SF
NO. OF DESIGN SPRINKLERS - 14
DESIGN DENSITY - 0.15 GPM/SF
+-LOSE STREAM DEMAND - 250 GPM
SPRINKLER DEMAND FLOE' - 333.6 GPM
RESIDUAL PRESSURE REQUIRED - 62.2 F51
EXCESS RESIDUAL PRESSURE AVAILABLE - 15.4 PS!
------------------------------
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2 1/1 i
23 2'/1" UP TO
ATTIC
11/4'1
02\=-R TO PROvIDE
5 == C:ENT HEAT TO
O -ECT 5
PR =RI\'CLEF
PIPES FRO" =REEZIN
1 I'
2) PITCH
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16X18 I II `� II % 11/4°
I
112" FIRE DEPT.
I 1 I x;
CONNECTION 2 I v
LOCAL ALARM I u
L-.-----_-----------------------.
K=p'
FIRST FLOOR PLAN
SCALE; 1/4" = F-0"
BACKFLOW PREVENTER
\OTE: LOCATE MAIN DFLINiTEST SE<xC < EOUAL TO J, LKINS MODEL 350
W/5UPERVISED II v4LvES
CONNECTION SO AS NOT TO
GA'JSE DAMAGE OR INJJRY.
BASEMENT PLAN
SCALE: 114"1111; 1'-0"
HYDRANT TEST
7E5- DATE - SEP-E';BER 14, 2006
'S- �YDRLNT - "i8 III STATIC
Tz PSI RESIDUAL
DRL\- =LOW - 1,250 GPM
PER 0� ED BY• VINCENT ENGINEERING
--„-” To SST
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CONTROL. VALVE
-. - =' G-LL55
(TYFIOAL)
SERVICE
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