HomeMy WebLinkAbout812 Route 28 Fire Sprinkler Floor Plans and DetailsSECOND FLOOR PLAN
SCALE: 1/4" = 1'-0"
NOTE: let AND 2nd FLOOR PPING
INSTALLED WITHIN SO=FITS.
SOFFITS MAY EXTEND A
I"AXIP'LM OF 8 FROM WALL.
50=1 75 OVER 8 IN W DTH
HYDRAULIC DESIGN
RESIDENTI.AL
DESIGN AREA - 3'03 SF
MAX. AREA PER SPRINKLER - 288 SF
NO. OF DESIGN SPRINKLERS - 2
DESIGN DENSITY N/A
SPRIN<LER DEMAND FLOW - 38.2 GPM
RESIDJA_ PRESSURE REQUIRED - 51.0 PSI
EXCESS RESIDUAL PRESSURE AVAILABLE - 27.0 PSI
SPRINKLERS ARE NOT REO'JIRED
IN THIS AREA UNLE55 ACCE5515LE
AND USED FOR S-CRAGE
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PIPES FROM FREEZING
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ATTIC PLAN
SCALE: 1/4" = 1'4'
D-5 GN AREA - ;035 OF:
MAX. AREA PER 5PRNKLER 100 SF
NO. OF DESIGN S=R'N<LERS - 14
DESIGN DENSITY - 0.15 GPM/SF
NOSE STREAM DEMAND - 250 GPM
OWNER TO PROVIDE SPRINKLER DEMAND FLOW - 333.6 GPM
SUFFICIENT HEAT TO RESIDUAL PRESSURE REQUIRED - 622 PSI
PROTECT SPRINKLER EXCESS RESIDUAL PRESSURE AVAILABLE - 15A P51
A
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LJ �6 UP
II12'' FIRE DEPT, I Xi _ I 21/2::
CONNECTION 8 �I
LOCAL ALARM I u
FIRST FLOOR PLAN
SCALE: 1/4" = I'-0"
<5 r
---- I ----- 24-
r 3' U'�. FIRE 3" BACKFLOW PREVENTER
EQUAL TO W!LKINS MODEL 350
NOTE: LOCATE MAIN DRAIN/TEST SERVICE
W/SUPERVISED GAT€ VALVES
CONNECTICN SC AS NOT TO �\
CAUSE DA!"IAG-E OR INJURY_ _J ."2
BASEMENT PLAN
SCALE: 1/4" = 1'-0"
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SPRINKLER LEGEND
OCENTRAL MODEL 5v -OR PENDENT
(155`1= U.N.OJC5.6KX1/2" ORIFICE)
OCENTRAL MODEL LF -11 PENDENT
(1557 UN.O.X4.S<)(V16" ORIFICE)
(NUI'TBER INDICATES COVERAGE AREA, WxL)
CENTRAL MODEL LF -II SIDEWALL
IX C155`F UN.OX4.2KX-,All ORIFICE)
(NU^'ESER INDICATES COVERAGE AREA, LLxL)
CENTRAL MODEL Il DRY SIDEWALL
(IE)5`F U.N.O.X5.6KX1/2" ORIFICE)
CENTRAL MODEL D5-1 E.G. DRY SIDEJJALL
C CC155`F U.N.O.X5.6KX1/2" ORIFICE)
CNUME3ER INDICATE5 COVERAGE AREA, WxL)
xCENTRAL MODEL 5153 ATTIC SPRINKLER
0212"F)(Sfo<X112" ORIFICE)
PIPE UP
C PIPE DOWN
BOTTOM PIPE CONNECTION
a4 NODE - LIGHT HAZARD
47z NODE - RESIDENTIAL
20
NODE - ORDINARY HAZARD
20 NODE - COMMON
HYDRAULIC DESIGN
LIGHT HAZARD
DESIGN AREA - 812 5=
M AX. AREA PER SPRINKLER - 240
NO. O= DE51GN SPRINKLERS - -I
DES'GN DENS.TY - 0,10 GP../5�
HOSE STREAM DEMAND - 100 GPM
SPRINKLER D=MAND FLOW i85.5 GP
RESIDUAL PRESSURE REOUIRED - 03.z P51
EXCESS RESIDUAL PRESSURE AVA'LABLE - 14.5 P51
OWNER TO PROVIDE
SUFFICIENT +-TEAT TO
PROTECT SPRINKLER
P'PE5 FROM FREEZING
PITCH
SLAB ON GIRADE
HYDRANT TEST
TEST DATE - SEPTEMBER 14, 2006
TEST HYDRANT - "18 P51 STATIC
14 PSI RESIDUAL
HYDRANT FLOW - 1,250 GPM
PERFORMED BY: VINCENT ENGINEERING
TO 5YSTEN
GAUGE (T'I'P)
TO LOCAL
WATER=LOW ALARM
_— SWITCH 5UPERV 15ED
THST CONNECTION CONTROL v4LVE
U/ SIG -LIT C-LA55 CTYPIGALJ
AND ORIFICE
N---3" SERVICE
(51' OTHERS)
---MAIN DRAIN
VALVE BACKFLOW
MAIN DRAIN DRAIN TO PREVENTER
BLDG. EXTERIOR
RISER DETAIL
NO SCALE -
��SETTS
HYDRAULIC DESIGN
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ORDINARY HAZARD
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D-5 GN AREA - ;035 OF:
MAX. AREA PER 5PRNKLER 100 SF
NO. OF DESIGN S=R'N<LERS - 14
DESIGN DENSITY - 0.15 GPM/SF
NOSE STREAM DEMAND - 250 GPM
OWNER TO PROVIDE SPRINKLER DEMAND FLOW - 333.6 GPM
SUFFICIENT HEAT TO RESIDUAL PRESSURE REQUIRED - 622 PSI
PROTECT SPRINKLER EXCESS RESIDUAL PRESSURE AVAILABLE - 15A P51
A
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UN' T 1 I `� ATTIC,
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1 II 'II I S 211211
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LI 4�
I I 28 121
LJ �6 UP
II12'' FIRE DEPT, I Xi _ I 21/2::
CONNECTION 8 �I
LOCAL ALARM I u
FIRST FLOOR PLAN
SCALE: 1/4" = I'-0"
<5 r
---- I ----- 24-
r 3' U'�. FIRE 3" BACKFLOW PREVENTER
EQUAL TO W!LKINS MODEL 350
NOTE: LOCATE MAIN DRAIN/TEST SERVICE
W/SUPERVISED GAT€ VALVES
CONNECTICN SC AS NOT TO �\
CAUSE DA!"IAG-E OR INJURY_ _J ."2
BASEMENT PLAN
SCALE: 1/4" = 1'-0"
O
I
I
I
I
SPRINKLER LEGEND
OCENTRAL MODEL 5v -OR PENDENT
(155`1= U.N.OJC5.6KX1/2" ORIFICE)
OCENTRAL MODEL LF -11 PENDENT
(1557 UN.O.X4.S<)(V16" ORIFICE)
(NUI'TBER INDICATES COVERAGE AREA, WxL)
CENTRAL MODEL LF -II SIDEWALL
IX C155`F UN.OX4.2KX-,All ORIFICE)
(NU^'ESER INDICATES COVERAGE AREA, LLxL)
CENTRAL MODEL Il DRY SIDEWALL
(IE)5`F U.N.O.X5.6KX1/2" ORIFICE)
CENTRAL MODEL D5-1 E.G. DRY SIDEJJALL
C CC155`F U.N.O.X5.6KX1/2" ORIFICE)
CNUME3ER INDICATE5 COVERAGE AREA, WxL)
xCENTRAL MODEL 5153 ATTIC SPRINKLER
0212"F)(Sfo<X112" ORIFICE)
PIPE UP
C PIPE DOWN
BOTTOM PIPE CONNECTION
a4 NODE - LIGHT HAZARD
47z NODE - RESIDENTIAL
20
NODE - ORDINARY HAZARD
20 NODE - COMMON
HYDRAULIC DESIGN
LIGHT HAZARD
DESIGN AREA - 812 5=
M AX. AREA PER SPRINKLER - 240
NO. O= DE51GN SPRINKLERS - -I
DES'GN DENS.TY - 0,10 GP../5�
HOSE STREAM DEMAND - 100 GPM
SPRINKLER D=MAND FLOW i85.5 GP
RESIDUAL PRESSURE REOUIRED - 03.z P51
EXCESS RESIDUAL PRESSURE AVA'LABLE - 14.5 P51
OWNER TO PROVIDE
SUFFICIENT +-TEAT TO
PROTECT SPRINKLER
P'PE5 FROM FREEZING
PITCH
SLAB ON GIRADE
HYDRANT TEST
TEST DATE - SEPTEMBER 14, 2006
TEST HYDRANT - "18 P51 STATIC
14 PSI RESIDUAL
HYDRANT FLOW - 1,250 GPM
PERFORMED BY: VINCENT ENGINEERING
TO 5YSTEN
GAUGE (T'I'P)
TO LOCAL
WATER=LOW ALARM
_— SWITCH 5UPERV 15ED
THST CONNECTION CONTROL v4LVE
U/ SIG -LIT C-LA55 CTYPIGALJ
AND ORIFICE
N---3" SERVICE
(51' OTHERS)
---MAIN DRAIN
VALVE BACKFLOW
MAIN DRAIN DRAIN TO PREVENTER
BLDG. EXTERIOR
RISER DETAIL
NO SCALE -
��SETTS
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DRAWING TITLE:
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DRAWING TITLE:
FIS SPfRNKLEF
FLOOR PL/4N5
s DETAILS
DRAWN BY: f�4rV
45 5i OWN
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REVISED:
3r0 112
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