HomeMy WebLinkAbout9 Cliffwood - Building Plans & Drawings i
GENERAL NOTESi
=RUALIC REMOTE AREA#1 Deck 1) OCCUPANCY: SMALL RESIDENTIAL CARE FACILITY WITH SIX OR FEWER OCCUPANTS. GROUP
Density .05 GPM Over 2 Res. Sgriniders Existing R-4 OCCUPANCY, THE FIRE SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH NFPA 13D
2Sprin1dersOperating Dn Dn AS AN ALTERNATIVE COMPLIANCE PER SECTION 903,23A OF THE STATE OF CONNECTICUT
Total Demand at City Main
26.3 GPM at 37.47 PSI Deck BUILDING CODE 200 ADDENDUM REQUIRING SPRINKLERS IN ALL HABITABLE AND USABLE
Demand at Base of Riser Exterior Existing AREAS AND CLOSETS,
in existing A MINIMUM 30-MINUTE WATER SUPPLY, AN INTEGRATED FIRE ALARM
26.3 GPM at 36.95 PSI light rgency
Provide new Ext. SYSTEM AND MAXIMUM 2-STORIES IN HEIGHT
Exist. Exist. Exist. opening. Exist. Exist. Exist. Exist.
IIIIIIIIIIIF y •.0 2) CONCEALED PIPE TD BE BLAZEMASTER CPVC PIPE w/ BLAZEMASTER CPVC FITTINGS
OEDo Bedrm. 4 EXPOSED PIPE TO BE SCHEDULE 40 BLACK w/ CAST IRON FITTINGS,
New egress a ef. :,a, M e d s I Existing
casement. O 1'-0• DiningM Office I g 3) FIRE SPRINKLER SYSTEM IS HYDRAULICALLY CALCULATED AT .05 GPM / 2 RESIDENTIAL
Existing m m Removede
gas 8 0-x7_4" SPRINKLERS
7-7 ' m m de
el tric un t.
Bedrm . 1 ® 4) RESIDENTIAL SPRINKLERS TO BE SPACED AS PER MANUFACTURER'S LISTING ON THIS SHEET.
Existing sot 1 r-� 5• C i 5) STRUCTURAL LOAD BEARING ANALYSIS OF THE FIRE SPRINKLER SYSTEM AND ITS RELATED
Kitchen '_5• 1. ® 5'-n COMPONENTS HAS NOT BEEN INCLUDED AS PART OF THIS FIRE SPRINKLER CONTRACT,
Existing p 6) ALL HANGERS LOCATED AND SIZED IN ACCORDANCE w/ NFPA #13 2002 EDITION
XRISECIN N 7) AREAS OF BUILDING WHERE THE SPRINKLER SYSTEM IS INSTALLED SHALL BE ADEQUATELY
-4 — 1STFL0 OM n I S
n I P �-� HEATED (ABOVE 400F), PIPE IS FILLED w/ WATER AND MUST BE KEPT FROM FREEZING.
o Dn o 1• I Co 8) ALL PIPE DIMENSIONS ARE CENTER TO CENTER UNLESS OTHERWISE NOTED.
� I � � I o
— - - - 1' 1° 1' 1' 9) ELECTRICAL OR ALARM WIRING IS NOT INCLUDED IN THE SPRINKLER CONTRACT
Bedrm . 2 0-11 7-2 1-4 2-6 -6 6-7 2-8
Ons
x Existing m O o u') ❑ o I INSTALLATION DATA FOR RELIABLE F1 RES 44 RESIDENTIAL HORIZONTAL SIDEWALL SPRINKLER
W soz Bedrm. `r' Family Rm. 1 S SPRINKLER 'A'
Existing t\ 1"XRISEFROMISTFLOOR
Living Existing SPACING CEILING - TO
Existing a' I �s FEET (mm) - DEFLECTOR FLOW PRESSURE
Aoz — INCH (MM) GPM (LPM) PSI (BAR)
Bedrm. 5
"' m m o r3 Existing 12 x 12 (3.6x3.6) 4 _ 6 12 (45,4) 7,5 (0.52)
1' I 11' 10 1' 1° m I 14 x 14 (4,3x4,3) 14 (53,0) 10,2 (0.71)
Ao1 6-6 5-2� 3-7 4-1 �` - 12-0 ( I 16 x 16 (4,9x4.9) 16 (60.6) 13.3 (0,92)
PB AP I Exist.
INSULATION 16 x 18 (4,9x5,5) 18 (68,1) 16.8 (1,16)
New egress New egrets
casements. casemens.s Exterior 18 x 18 (5.5x5,5) 19 (72.0) 1817 C1.29)
emergency BE OND INSTALLS ABOVE i•JIJNG. WIRE MESH 16 x 20 (4,9x6,0) 23 (87.1) 27.4 (1,89)
light. BE INSTALLED ABOVE CEILING.
Porch INSTALLATION DATA FOR RELIABLE RFC43 RESIDENTIAL FLAT CONCEALED PENDENT SPRINKLER
Existing .',� �'. ' 2x FRAMING BY OTHERS SPRINKLER MAXIMUM DISTANCE MINIMUM DISTANCE MINIMUM REQUIRED
Dn K-FACTOR SPACING TO WALL BETWEEN SPRINKLER SPRINKLER DISCHARGE
FEET (mm) FEET (mm) FEET (mm) FLOW PRESSURE
GPM (LPM) PSI (BAR)
SPRINKLER PIPING 4.3 12 x 12 (3.60,6) 6 (1,83) 8 (2.43) 12 (45) 7.8 (0.54)
4.3 14 x 14 (4,3x4,3) 7 (2,13) 8 (2,43) 13 (49) 9.1 (0,63)
4,3 16 x 16 (4.9x4.9) , 8 (2.43) 8 (2.43) 13 (49) 91 (0.63)
UPPER FLOOR FIRE SPRINKLER PLAN INSULATION DETAIL 43 18 x 18 C5,5x5,57 9 (2.74) 8 (2,43) 18 (68) 17.5 (1.21)
SCALE: 1/4" = V-Orr IN UNUSED ATTIC 4.3 20 x 20 (6.Ox6.0) 10 (3,05) 8 (2,43) 21 (79) 23.8 (1,64)
N.T.S. INSTALLATION DATA FOR RELIABLE F1 RES 49 RESIDENTIAL PENDENT SPRINKLER
DEFLECTOR-TO-CEILING 1' TO 4'
SPRINKLER MAXIMUM DISTANCE MINIMUM DISTANCE MINIMUM REQUIRED
° ° RTi K-FACTOR SPACING TO WALL BETWEEN SPRINKLER SPRINKLER DISCHARGE
Line of existing FEET (mm) FEET (mm) FEET (mm) FLOW PRESSURE
Deck deck above.
GPM (LPM) PSI (BAR)
Existing
GAUGE W/ I/4" � 4,9 12 x 12 (3.6x3,6) 6 (1,83) 8 (2,43) 13 (49) 7,0 (0,48)
Dn
up GAUGE VALVE 4.9 14 x 14 (4.3x4.3) 7 (2.13) 8 (2,43) 13 (49) 7,0 (0,48)
4,9 16 x 16 (4.9x4,9) 8 (2,43) 8 (2,43) 13 (49) 7.0 (0.48)
Exterior -111 DRAIN 4,9 18 x 18 (5 5x5,5) 9 (2,74) 8 (2.43) 17 (64.3) 12.0 (0.83)
Ext. light light. 4.9 4.9 20 x 20 (6.0x6.0) 10 (3.05) 8 (2,43) 20 (75.7) 16.7 (1.14)
Exterior Exist. Exist. Exist. Exist. Exist. „
1 1/4 FLOW SWITCH
emergency
light. ^ Oil o
W.'� W. 0
PB ® _s. 2" TYPE K COPPER PIPE INSTALLED RBI 1 1/4" APOLLO DC40 DOUBLE
w BY OTHERS PER NFPA#13 - STATIC �� CHECK VALVE BACKFLOW
G a r a a e O 1" 7-e ' - - PRESSURE=45 P.S.I. �2 PREVENTER W/TAMPERED AND
-6 TOWN WATER MAIN „ RB3 MONITORED BALL VALVES
o- Existing o I U01 1 1/4
o Existing 0-6�
f-u4'-5' 00 i I BASEMENT ELEVATION 0'-0"
I I i
%
up I CHUBB TO START WORK AT COPPER
�i PIPE INSTALLED BY OTHERS
2-3 9-9 2-3 4-11 —
0 39 -0 - 14-4 1' 1' 0 9-115� y. 75'-0• xnx
—
1-8! 3-10 � Garage
Existing
i O 1"X RISE TO DID FiAOR F a m i I y R m.
Block—in Existing
Recreation fireplace. 1' 'L
Existing PB'ETO BE INSTALLED HMDINTHISAR —6 RISER DETAIL
DECOSHIELD IN THIS AREA
1' �0 o
0-1)OS
ch, o N.T.S.
A03 7_ - isting a i m
CD M
� I �
' 1' 1'
SPRINKLER LEGEND
REFER TO RISER y
RTI ( DETAII ON FP-1 SYM QUANTITY 1ST FLOUR 2ND FLOUR DESCRIPTION
Exterior
RBI emergency 34 — 34 RELIABLE MODEL RFC43 RESIDENTIAL FLAT CONCEALED PENDENT
- B
RB2 light. SPRINKLER, 1/2' NPT, K=4,3 @ 165°F w/ 135°F WHITE COVER PLATE
RB3 / 19 18 1 RELIABLE MODEL F1 RES 44 RESIDENTIAL CHROME HORIZONTAL SIDEWALL
SPRINKLER, 1/2' NPT, K=4.4 @ 155°F w/ CHROME ESCUTCHEON
a 4 4 - RELIABLE MODEL F3QR QUICK RESPONSE CHROME HORIZONTAL SIDEWALL
2" TYPE K COPPER PIPE INSTALLED SPRINKLER, 1/2' NPT, K=4A @ 155°F w/ CHROME ESCUTCHEON
57 22 35
BY OTHERS PER NFPA#13 - STATIC
PRESSURE=45 P.S.I. I
REV.# DATE REVISION DR BY
Chub CHUBB �.M#�6,�
A UTC FIRE&SECURITY COMPANY MA SC#5864.Cr FRMD40818-F1
32 ClIARDRIVS RI FPM#374,MAFA#607C
WESTFIED,MA RI FA#9065,CT ELC#105916-L5
A If IC Fl1,3 TEL 413-568-4709 FAX 413-562-7298
SYMBOL LEGEND THIS DRAWING IS PREPARED BY CHUBB NEW GROUP HOME
<E> CEILING HEIGHT EXISTING SPRINKLER PIPE ENGLAND FIRE FOR USE IN CONJUNCTION WITH THIS
O cx HYDRAULIC REFERENCE NODE NEW SPRINKLER PIPE PROJECT AND IS FOR USE SUCH I RODEITH RESPECT B �.o`o`C ON "'''''. 9 CLIFFWOOD DRIVE
CHUBB N.E.FIRE WORK ON SUCH PROJECT. CHUBB %% �F ......NF
rP EXISTING TOWN MAIN not 8'-0' PIPE¢,ABOVE FINISH FLOOR(AFF) N.E.FIRE RETAINS ALL COMMON LAW, STATUTORY �`��.`�. E ROs Open SOUTH WIND SOR, CT
AND aln A MAIN FABRICATION TAG COPYRIGHT.R RESERVED RIGHTS INCLUDING -T. THIS DRAWING AND ASSOCIATED ��:
# LUl BRANCHLINE FABRICATION TAG CALCULATIONS SHALL NOT BE USED BY OTHERS ON A :� FIRE SPRINKLER PLANS, DETAILS
NORTH LOWER FLOOR FIRE SPRINKLER PLAN No.24055
OTHER PROJECTS OR FOR PERFORMANCE, �0 9 ��CENS�•' �� �� AND GENERAL NOTES
O LONGITUDINAL SEISMIC BRACE(g'REQUIRED) COMPLETION, OR ADDITION TO THIS PROJECT BY '�. F G ' JOB #
IN III! In = r " MET
OTHERS EXCEPT BY AGREEMENT OF CHUBB N.E.FIRE ' AL✓� DRAwx BY: JM1�T PRE BY: uNDaRwxrrBR
2' 4' 6' B' 10' 12' 14' 16' 18' SCALE: 1/4 1 -0 X LATERAL SEISMIC BRACE(IF REQUIRED)
4-WAY SEISMIC BRACE(IF REQUIRED) TO SUCH.
AND WITH APPROPRIATE COMPENSATION b Z'�/ SCALE: AS NOTED 8/26/11 NO. FP 1 OF 1 1786100
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S LT M M A R Y
O F'
H Y D R A U L = C
C A L C U T A T = O N S
F' O R
GROU P H OM E
9 CLIFFWOOD DRIVE SOUTH WINDSOR CT
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CHUBB NEW ENGLAND FIRE 32 CHAR DR. WESTFIELD MA 01085
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Design Specifications Water Supply Information System Demand
--------------------- ------------- ------------- -------------
Density 0 . 050 45 . 00 psi @ 0 . 00 gpm 37 .47 psi
Design Area: 0 . 00 43 . 00 psi @ 50 . 00 gpm @
26 .3 gpm
Total Demand 2 6 3 gpm @ 3 _ 4 ps i
System safely factor (S _ -S) Z psi
Notes :
®F ,C OIV
F
o CODQ tn••G
,Q C��
%* No.24055 • *:
a
f.3o � i
List of Fitting Abbreviations
Example: "E2TC" = one Std. Elbow, two Std. Tee and one Check Va
Code:Description Code:Description Code:Description Code:Description
A Alarm Va H CPVC ELBOW O V :
B Butt ' flyVa I CPVC TEE P W :
C Check Va J Q : X
D DryPipeVa K R : CPVCRUNTEE Y :
E Std. Elbow L LongTurnEl S : Z :
F Deluge Va_ M T : Std. Tee
G Gate Va N U :
Calcs By: JMM Checked: 8/26/2011 Page: 1
Ser: *310080* Hypercalc Program by Crowley Design Group, (215) -337-7060
Summary of Spa: r.- ler and Dose Flows
Job No: 1786100 GROUP HOME
Design density: . 05
Supplied flow and pressure is based on 37 .47 psi available at supply
( 44 . 39 psi is actually available )
Ref . PRESSURE K FLOW Percent Ref .
Pt . Pt Pv Pn Factor Actual Minimum Excess Pt .
S0l 9 . 18 9 .18 4 .30 13 . 0 13 . 0 0 . 0% Sol
S02 9 . 54 9 . 54 4 .30 13 . 3 13 . 0 2 . 3 S02
Calcs By: JMM Checked: 8/26/2011 Page: 2
Ser: *310080* Hypercalc Program by Crowley Design Group, (215) -337-7060
F 1 ow and P r e s u r e S umrna ry
Job No: 1786100 GROUP HOME
Elev. REF. Flow Pt Pf Pe Pt REF, Elev. F R I C T I O N L 0 S S C A L C U L A T I O N S Velocity
ft. POINT gpm psi psi psi psi POINT ft. Length Fitting Length Total Pf/ft Diam C Flow fps
20.00 A01 << 26.3 << 10.98 3.39 0.00 14.37 A02 20.00 21.00 I4R 9.00 30.00 0.113 1.101 150 26.3 8.8
20.00 A01 >> 26.3 >> 10.98 -1.43 0.00 9.54 S02 20.00 5.67 H 7.00 12.67 0.113 1.101 150 26.3 8.8
20.00 A02 << 26.3 << 14.37 1.92 4.34 20.63 A03 10.00 10.00 H 7.00 17.00 0.113 1.101 150 26.3 8.8
10.00 A03 << 26.3 << 20.63 5.62 0.00 26.24 RT1 10.00 26.67 I2H4R 23.00 49.67 0.113 1.101 150 26.3 8.8
8.00 R31 << 26.3 << 27.28 5.69 2.60 35.57 RB2 2.00 100.00 100.00 0.057 1.380 120 26.3 5.6
8.00 RB1 >> 26.3 >> 27.28 -0.17 -0.87 26.24 RT1 10.00 2.00 G 1.00 3.00 0.057 1.380 120 26.3 5.6
2.00 RB2 << 26.3 << 35.57 0.51 0.87 36.95 RB3 0.00 2.00 GE 7.00 9.00 0.057 1.380 120 26.3 5.6
0.00 R133 << 26.3 << 36.95 0.52 0.00 37.47 U01 0.00 75.00 GT 11.00 86.00 0.006 2.009 150 26.3 2.7
20.00 S01 << 13.0 << 9.18 0.36 0.00 9.54 S02 20.00 11.67 11.67 0.031 1.101 150 13.0 4.4
Calcs By: JMM Checked: 8/26/2011 Page: 3
Ser: *310080* Hypercalc Program by Crowley Design Group, (215) -337-7060
Pith Summary Printout for GROUP HOME
Job No: 1786100 8/26/2011 System: Drawing:
P a t h No = 1 Ramo t o t o S upp l y
Principal path
Ref Elev. Pressure (psi) K Flow (gpm) Veloc Diam. Actual Fitting Fitting Total Frict.Loss Elev. Loss Next Ref
1 fps in. Length Summary Length Length per.ft Total Psi (ft.) Press Pt.
Total Y g
Pt. ft. Pt Pv Pn Factor Added p 9
S01 20.00 9.18 9.18 4,30 13.0 13.0 4.38 1.101
11.67 11.67 0,031 0.36 9.54 S02
S02 20.00 9.54 9.54 4.30 13.3 26.3 8.84 1.101 5.67 H 7.00 12.67 0.113 1.43 10.98 A01
A01 20.00 10.98 10.98 26.3 8.84 1.101 21.00 I4R 9.00 30.00 0.113 3.39 14.37 A02
A02 20.00 14.37 14.37 26.3 8.84 1.101 10.00 H 7.00 17.00 0.113 1.92 4.34 (10.00 )20.63 A03
A03 10.00 20.63 20.63 26.3 8.84 1.101 26.67 I2H4R 23.00 49.67 0.113 5.62 26.24 RK
(C=120)
RT1 10.00 26.24 26.24 26.3 5.63 1.380 2.00 G 1.00 3.00 0.057 0.17 0.87 ( 2.00 )27.28 RB1
RB1 8.00 27.28 27.28 26.3 5.63 1.380 100.00 100.00 0.057 5.69 2.60 ( 6.00 )35.57 RB2
RB2 2.00 35.57 35.57 26.3 5.63 1.380 2.00 GE 7.00 9.00 0.057 0.51 0.87 ( 2.00 )36.95 RB3
(C=150)
RB3 36.95 36.95 26.3 2.66 2.009 75.00 GT 11.00 86.00 0.006 0.52 37.47 U01
U01 37.47
Path K-Factor = 4 .30
Calcs By:JMM Checked By: Page: P-01
Ser: *310080* Hypercalc Program by Crowley Design Group, (215) -337-7060