HomeMy WebLinkAboutBLD2014-00006 Sprinkler - FIR Plot / Site Plans - 3/3/2014GENERAL NOTES
5W-0"
,2'-O"
44-8'
14'-6"
16'-0'
T 1" _ _ T-1"
4'-6"
4'1"
6'1" 5'-S"
•
N
To
r-
2-8 ` 9-0
L_- ;
rl_
BA
MA
•I
1 . 'r. 1
r I
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GREAT ROOh1
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BEDROOM
CV
t2
8-6
BLAZCMASTER® PIPE DIMENSIONS
SIR 13.5 (ASTM r442)
INC-rS (MI IMrTrRS)
NOMINA SIZr
AVrRAGr 07
AVrRAGr II
D0..N)S/CT.
3/4" (20.0)
1.050 (26.7)
.874 (22.2)
.168
1" (25.0)
1.315 (33.4)
1.101 (28.0)
.262
134" (32.0)
1.660 (42.2)
1.394 (35.4)
.418
134" (40.0)
1.900 (48.3)
1.598 (40.6)
.548
2" (50.0)
2.375 (60.3)
2.003 (50.9)
.859
214" (65.0)
2.875 (73.0)
2.423 (61.5)
1.257
3" (80.0)
3.500 (88.9)
2.951 (75.0)
1.867
6'-6" _ _ 4'-1"
11.-0"
911
■
1�
BATH 'W1°'
110
-war
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tY-143'2"I"1!PAN
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eY
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DtN
5
N® 61 /
E-592
' - ENTRY
1:
1.1
to
S-1"
1�\
7-0"
OFFICE
1
6-0
DINI G COVERED DECK
/01412
II
01412
KITCHEN
UTILITY
• ROOM
1-2
21'-6'
1r-6"
5'11"
3 CAR GARAGE
•
1:
31.
>I -1"
COVERED
CONC.
PATIO
16'-O"
2'
25'-O'
12-O'
34'-O'
37-0"
71'-0'
SRiUCTURE BEYOND
S' ` sPF
..,id 1111 1 1 ' 101
4/1‘
•
immix
i3
g
4 T86 OS8 aoi. R-
1/2' TA .13MS,8' o.O
ROM MARRON LPL R-30
R-49 ATIC NALATIQI
5/8' BEDROCK C L
3/4 TM OM SUEROOR-;
912'A
ROOFNG
1 RULING PAPER
7 G' o.S3 9CA291
SIRUCIURE BEYOND
l i A I ir1 1 I A /r4r1 1 A 1 1/ 11 1 1 14 A I i 11 A n i l \° 'r 444 0A44444gr0a4r14\\,/hgl/1AgR4A,114O0JITATOMTlry'
O' BASE FISCAL
MOISTURE BORER O1 MUD
NERLR BEANS
i' POSTS (-0. DC
n e '2'1m' FOm16S DBet MI
int
WIN (2) N ILL MBAR
SUN
vs- SIEKIIIS
REED IRE
(h BUILDING CROSS SECTION SIMULAR Am-`=====
1/4' - T-0'
B LAZEMASTER0 PIPE
SIR 13.5 (ASTM r442)
-ANGrR SPACING
NOMINA SIZr
inches (mm)
MAX S°ACING
'ee, (m)
3/4"
(20.0)
5.5'
(1.7)
1"
(25.0)
6.0'
(1.8)
114"
(32.0)
6.5'
(2.0)
1"
(40.0)
7.0'
(2.1)
2"
(50.0)
8.0'
(2.4)
234"
(65.0)
9.0'
(2.7)
3"
(80.0)
10.0'
(3.0)
CLRE TIMES WITII ONE STEP SOLVENT CEMENT
200 psi (MAXIM...) TrST °RrSS..Rr
DID SIZr
inches
Ambien. Tempera.ere 7 ering C ere Period
60'r .0 120'r
40'r .o 59'r
0'r ,0 39'r
3/4"
45 min.
1.5 hr.
24 hr.
1"
45 min.
1.5 hr.
24 hr.
114"
1.5 hr.
16 hr.
120 hr.
114"
1.5 hr.
16 hr.
120 hr.
2"
8 hr.
36 hr.
See No.e 1
21i"
8 hr.
72 hr.
See No.e 1
3"
8 hr.
72 hr.
See No.e 1
No.e 1 ror ,here sizes, .he solven, semen. can be applied a. ,empera,ires
below 32'r, however, .he sprinkler sys.em .empera.ire m as. be raised .o
a ,empera,ere o' 32'r or above and allowed .o sire per .he above
recommenda.ions prior .o press are ,esing.
WATER METER
CFTY MAIN LOCATION
Q
SYSTEM RISER
UNDERGROUND DETAIL
CHANGES
SUBMIT CHANGES FOR APPROVAL
PRIOR TO PERFORMING WORK
ALLOWANCE FOR FRICTION LOSS IN C PVC FITTINGS
(EXPRESSED IN EQUIVALENT FEET OF PIPE)
FITTING
PIPE DIAMETER
3/4 „
1 "
1 1"
11r4"
2"
2 1"
3"
TEE BRANCI-
3
5
6
8
10
12
15
TEE RUN
1
1
1
1
1
2
2
ELBOW 90'
7
7
8
9
11
12
13
ELBOW 45'
1
1
2
2
2
3
4
COUPLING
1
1
1
1
1
2
2
MAXIMUM SPACING OF HEADS TO BE 18 X 18 AND 9' OFF WALL IN SINGLE HEAD ROOM
MAXIMUM SPACING OF HEADS TO BE 16 X 16 AND 8' OFF WALL IN MULTIPULE HEAD ROOM
TAB LE 1
MAXIM...M S..°PORT S°ACING 7ISTANCr
rNI INr S°RINK cR -rAI 7R0° r 90W
Dior sac
inches
SYSTrM °RrSS..Rr
< 100 psi
> 100 psi
3/4"
9"
6"
1"
12"
9"
1 X"
16"
12"
1)¢"-3"
24"
12"
TAB LE 2
MAXIM..M S..°D0RT S°ACING 7ISTANCr
IN INr S°RINK cR -rAI IR0° Ter
olor SIZr
inches
SYSTrM DRrSS..Rr
< 100 psi
> 100 psi
3/4"
4'
3'
1"
5°
4'
114•
6'
5'
1)4"-3"
7°
7'
Pion -ANGrR
(C 0Sr TO Trc)
C rl LNG
r1Rc S°RINK rR
r OOR,
CPVC IRO°
r]Rr S°RINK rR
ASTM r442 C °VC
-9RANC- INr'
W007 ,.0I.STS
• NSr INTrRNATIONA A°D40VrD r0R ..Sr WIT- °OTA9 r WATrR
CLRE TIMES WITI I ONE STEP SOLVENT CEMENT
200 psi (MAXIM..M) TrST °RrSS,.Rr
Dior SIZr
inches
Ambien. Tempera.ire 7uing C ire Period
60'r ,o 120'r
40'r .0 59'r
0'r .o 39'r
3/4"
45 min.
1.5 hr.
24 hr.
1"
45 min.
1.5 hr.
24 hr.
1X"
1.5 hr.
16 hr.
120 hr.
Cr
1.5 hr.
16 hr.
120 hr.
2"
8 hr.
36 hr.
See Noss 1
214"
8 hr.
72 hr.
See No.e 1
3"
8 hr.
72 hr.
See No.e 1
ror ,heee sizes, .he solven. semen, can be applied a, empera.eres
below 32'r, however, .he sprinkler sysem empera,ire mis, be raised ,o
a ,empera,ere o' 32'r or above and allowed ,o sire per ,he above
recommendajons prior ,o press are ,es,ing.
4
1
ea
nesesucnom
D
A
1Lt A = (D-8")+B
A (D-203mm)+B
s D 30"
s D 762mm
SOFFIT FORMULA
1.OPVC ADAPIEt � 1" Sr
-k-cy Yb ° F c-
1- G ((
1"PPE
?PPE
Heed Box
001DiE3CTIMORE DETECTORS TO
FLOP/SWITCH FOR/LAM
1"PPE��'
1' RAD1ffi0W DEVICE
AID•
1"COPP9LADAPIER
Fish Flow
bl I
CRAN
NORCO FIRE PROTECTION
POINT OF CONNECTION
DRAW TO ARIE
MINCE OFMIM D=
RISER DETAIL
soli HMV'
1. System to be designed to N.F.PA. #13D, 2010 edition and Fire Department requirements.
2. System hydraulically calculated to Fire Departments requirements and to N.F.PA.13D and Manufacturers Requirements.
3. Minimum pipe size cleated
be 1" throughout Job.
4. System to be hung per manufacturers requirements. Avcon Hangers to be used - Fig 511 & no block & head set
5. All underground piping to conform to local Water Department requirements. Ns Is for fill line only
6. Water Information to be provided by pump manufacturer. Source of water by owner.
7. Transition from underground to riser to be copper type K typical unless noted otherwise
8. Risers that are exposed are to be PER CPVC LISTING. Risers that rise up in wall to have typical access panel,
provision of this panel to be per contract
9. All electrical wiring and conduit for electrical switches to be by others.
10. Cleaning and painting of pipe to be by others, if required.
11. All drilling and notching to be per manufacturers specifications and Fire Department requirements.
12. All piping to be CPVC typical unless otherwise noted.
13. Items to be verMed at time of inspection:
1Pressure at base of riser
Sprinkler head location and spadng.
Heads located from heat zones
14. Alarm bells to be located per Fire Department requirements.
15. Testing of system to be per N.F.PA. #13D and Fire Department Requirements.
16. Sprinklers may be omitted from closets less than 3'06 In depth or not over 24 sq. tL
Srr TA9 r 9r OW rOR N..M9rR
0r-ANGrRS RrO..IRr7
ASTM r442 C °VC
9RANG - INr'
MINIMLM ALLOWABLE IIANGERS
°rR rNGT- Or DIDC
Dior SIZr
inches
pipe eng.h
1 -anger
2 -angers
3 -angers
3/4"
0'-0" TO 5'-6"
5'-7" TO 11'-0"
11'-1" TO 16'-6"
1"
0'-0" TO 6'-0"
6'-1" TO 12.-0"
12'-1" TO 18'-0"
134"
0'-0" TO 6'-6"
6'-7" TO 13.-0"
13'-1" TO 19'-6"
1)4"
0'-0" TO 7'-0"
7'-1" TO 14.-0"
14'-1" TO 21.-0"
2"
0'-0" TO 8"-0"
8'-1" TO 16.-0"
16'-1" TO 24'-0"
234
0'-0" TO 9'-0"
9'-1" TO 18.-0"
18'-1" TO 27'-0"
3"
0'-0" TO 10'-a"
10'-1" TO 20.-0"
20'-1" TO 30'-0"
NSr INTrRNATIONA AD0ROVr7 rOR ..Sr WIT- °OTA9 r WATrR
CLRE TIMES WITII ONE STEP SOLVENT CEMENT
200 psi (MAXIM..M) TrST °RrSS.Ar
Dior SIZr
inches
Amblen. Tempera. ire 7 ring C are °eriod
60'r .o 120'r
40'r .0 59'r
0'r .o 39'r
3/4"
45 min.
1.5 hr.
24 hr.
1"
45 min.
1.5 hr.
24 hr.
1 Xa"
1.5 hr.
16 hr.
120 hr.
134"
1.5 hr.
16 hr.
120 hr.
2"
8 hr.
36 hr.
See No.e 1
2)¢"
8 hr.
72 hr.
See Noe 1
3"
8 hr.
72 hr.
See Noe 1
No.e 1
ror .hese sizes, ,he solven, semen, can be applied a, ,empera,eres
below 32'r, however, .he sprinkler sys.em empera,ere mis. be raised .o
a empera.ere o' 32'r or above and allowed ,o sire per .he above
recommendaions prior .o press ire ,esdng.
2 HOLE OFFSET HANGER
AFC'ON 511
PIPE HANGER SIDE MOUNT
KILT> IMIld CAIEWI HEIL
A>!lROVAL& SAI000LLama
IIMIKW/ .OALV♦!®yCJeBOYI/111101ITWIOL.
CPJrC
VIM
WM
♦
1
C
MA
III
(IV
S
11+!
11123
11D6
11111
i'
214.
111/14law
f
11AP
4SYIP
1101
1215
MA
114'
47/1
2SW
111Hf
7
A
NIP
17141
MN
O
r
OWNER INFORMATION
NAME
ED SCOTT
ADDRESS
140 N JESSIE COURT
HOODSPORT, WA 96548
PHONE
FIRE DEPT INFORMATION
NAME
MASON COUNTY
ADDRESS
426 WEST CEDAR STREET
SHELTON, WA98684
PHONE
360-427-0670
WATER DEPT. INFORMATION
NAME
OWNER TO SUPPLY P/T
ADDRESS
PHONE
WATER INFORMATON
STATIC
00
RESIDUAL
68
GPM
50
METER SIZE
NIA
souRcE
PUMP FROM WELL
BUILDING INFORMATION
SQ. FT.
2033 S.F.
TYPE
Wood Frame
OCCUPANCY
Residential
LEGAL DESCRIPTION
TAX ACCOUNT # 42201-78-00070
FIRE
MARSHAL
VINCINITY MAP
N
WASHINGTON STATE
CERTIFICATE OF COMPETENCY
FIRE PROTECTION SPRINKLER SYSTEMS
Edwin P. Cogar
4295-0499-CG Level 3
Norco Fire Protecti. , I
NORCOFPI J
•
NO SCALE
N
Wfi
tif
-
2' 4' 6' 8' 10' 12' 14' 16' 18'
NOTES
REVISIONS
SPRINKLER SYMBOLS
SYMBOLS
® SYSTEMS RISER
o RISE UP
• DROP DN
2 WAY EARTHQUAKE BRACE
4 WAY EARTHQUAKE BRACE
GROOVED COUPLING
\#0i. HANGER TYPE AND
O UPRIGHT HEAD
0 PENDENT HEAD
1' WALL HEAD
WAHEAD
LEGEND
OA UPRIGHT OVER PENDENT
25 PIPE SIZING
1 HYDRAULIC CALC NODE
REVISION NUMBER
E❑ BRANCH LINE NUMBER
LOCHTIONTND WELD TAG NUMBER
DATE
DESCRIPTION
BY
9
SYM
CNT
17
NAME
CONCEALED
METAL
WHITE
TEMP
160
4.9
NPT
1/2'
❑RIF
7/16
MFG,
RELIABLE
MODEL*
RFC49
ESCUT
C❑NN.
Defau
it/ ,-.c,\\\)\ ,
I
ORC
Fire Protection, Inc.
PO Box 363
Ravensdale, WA 98051
425-432-7250
SCOTT RESIDENCE
140 N JESSIE COURT
HOODSPORT, WASHINGTON
CONTRACTOR: NORCO FIRE PROTETION, INC.
PIPING PLAN
AREA 1
PERMIT NO.
CONTRACT NO. N13094
APPROVAL MASON COUNTY
DRAWN BY ED COGAR
SCALE 1/8" = 1'-0"
DATE
3/3/14
REVISED
PLOTTED
FP1of1
/Z2..c/-'7L - 00 7 D
6 LD26)/ 4' Oe cola