HomeMy WebLinkAbout206 BUCKLAND RD i
1
220'
0
>- OLD LOT AREA = 74,695 S.F.
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NEW BUILDING LINE
HOUSE OLD BUILDING LINE
tt 206
1 0 1.P.
1 U
I.P
_+1
N6W STREET LINE 226't
OLD STREET LINE (EDGE OF TRAVELED WAY ) r
BUCKLAND ROAD
PLOT PLAN
SHOWING LAND OF
K A R O L F. G E RTR U DE B. S I UTA
I hereby certify this map to be a substantially
correct Class "D" Map which has been compiled
from maps supplied by the Town of Sout4n Windsor
and Euckland Road construction plans prepared by
Petersen & Hoffman, 6pril 1973.
This lot is nonconforming to current A,6-30 zoning
reoulations for buildin:� setback requirements.
C{;C-
GRISWOLD & FUSS , INc .
CEE CONSULTING ENGINEERS ANO SURVEYORS
MANCHESTER, CONNECTICUT
119 '7_ 7 LI SCALE: I "=40' PROJ. NO. 74-7!-D14 DATE: MARCH 15 , 1974
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Nov 25 08 02:04p PRESCOTT CONSTRUCTION & 860 651-3498 p.2
11/25/2008 TUE 13:20 FAX Z002/002
THGJ4CN CONSTRUCTION MATERIALS PHCVF 60-2A7-071f '
i 1
97 OLD roOLXxaDac ROAD, 12
rAl1F+rF1Y�' .. KJ00hWlCL D,CONri•DWO2 FAX e60.284-M7 ,. ..l•\'t'` ,-
COrsf'A�Pr' 1S0 LNVERSAL DRIVE IRwq PHONE 2M.777•SW
NORTw HAVEN,Cl 08477 FAX 200-77 7 31a7 •\ y1 -
COLTON ROAD PHONE 4W.730 5457 V
EASr LYME,CT 09= FAX 6E0-7M-MI3
1110 SOUTx VM57 CLITDFP I / PHONE SOW752-PIPE
WOnCEWMR,VA01W4 FAX WO.707.4455
176 CHASE 7XVEA ROAD (7'), FHONE 207-75a-1135
WATCRHURY,CT 00704 (,.� FAX 203.7Sa-7522 '
WATEH/SE14 ST REPORT
PROJECTfLOCATIOW. 7M J� yC �1 G.V s �1�'
INSPECTOR:��` TESTED BY: t ;
DATE OF TEST: CONTRACTOR: �,Y„Sc ,-aaf4- 6.1-Nt: Eel(
/ HYDROSTATIC TEST \ 'y
WATER MAIN TEST fy SEWER MAIN TEST U LENGTH OF TEST:
STATIC PRESSURE- $C TEST PRESSURE:
ALLOWABLE LEAKAGE: ACTUAL LEAKAGE.• 5'lV'::. 07 a� (�L c4c c
TEST RESULTS: PASSED L4- FAILED O
REMARK&
A.
AIR TEST
MANHOLE TEST PRESSURE TEST" RESULTS
NUMBER IN P.S.I. TIME OF FIEMARKS
OR STATION START STOP DROP IN MIN. TEST
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J
I Certify the,the lhformation I a true and socuraIr account of the tests performed at this location.
SIGNED
INSPMTOR TESTER 4A
50 Chapter 1 • Fundamentals of Fire Alarm Systems
FIRE ALARM SYSTEM
RECORD OF COMPLETION
Name of protected property:
C-
Address:
protected property(name/&on
Representative of
Authority having jurisdiction:
Address/telephone number:
I.Ype(s)of System or Service
NFPA 72,Chapter 3—Local
premises,list where received:
tted.to location(s)off pre
cy Voice/Alarm Service
Emergency,,If alarm is transmitted
NFPA 72,Chapter 3 Multiple:
Quantity of voicetalarm channels: Single:
Quantity of speakers installed:
Quantity of speaker zones:
Quantity of telephones or telephone jacks included in system:
ANI't,�
NFPA 72,Chapter 6—AuxillarY
Indicate type of connection: Shunt Parallel telephone
Local energy
Location of telephone number for receipt of signals:
..............
rub
NFPA 72,Chapter 5—Remote Station
Alarm:
Supervisory:
NFPA 72,Chapter 5 Proprietary
others,indicate location and
centers or
If alarms are retransmitted to public fire service communications �5
telephone numbers of the organization receiving alarm:
Indicate how alarm is retransmitted: -
NFPA 72,Chapter 5—Central Station
Prime contractor:
Central station location:
Means of transmission of signals from the protected premises to the central station:One-way radio
Multiplex
McCulloh
Two-way radio Others
Digital alarm communicator
Means o
ire service communicationscenter:
f transmission of alarms to the public f'
(a)
Cavil
(b)
System location:
(NFPA Record of completion 1 of 4)
Figure 1-6.2.1 Record ofcompletion.
Code Hand,
1999 National Fire Alarm Code Ha
r
Section 1.6 • Documentation 51
E' Organization name/phone Representative name/pho
Installer LS C_ CO T C
Supplier LS BZ�1� !
Service organization
Location of record(as-built)drawings:
Location of owners manuals: e,
Location of test reports:
A contract,dated ,for test and inspection in accordance with NFPA standard(s)
No(s). ,dated ,is in effect.
2. Record of System Installation
(Fill out after installation is complete and wiring checked for opens,shorts,ground faults,and improper
branching,but prior to conducting operational acceptance tests.)
I
d
This system has y be installed in r a coante with P g
the NFPA standards as shown below,was inspected !!
by drvA lc,( on �S 'includes the devices shown below,and has been in service I�
since
NFPA 72,Chapters Z® 0 ® ,'( (circle all that apply)
_NFPA 70,National Electrical Code,Article 760 i i,
Manufact er's instru tions
- _Other cify):
Signed: Date
Organization:
r
3. Record of System Operation
All operational features and functions of this system were tested by ri ncttL(_ on I
and found to be operating properly in accordance,withthe requirements of:
NFPA 72,Chapters 1 2 3 4 OT D7ircle all that apply)
NFPA_ A 70,National Electrical Code,Article 760
_Manuflactuprs instructions
Other ify):
Signed Date: log( :'
Organization: ��, lzte
4, Alarm-Initiating Devices and Circuits
Quantity and class of initiating device circuits(see NFPA 72, Table 3-5) Quantity: Style: Class: 1'
MANUAL
(a) Manual stations Noncoded,activating Transmitters Coded j
(b) Combination manual fire alarm and guard's tour coded stations
AUTOMATIC ,
Covera Complete:
Partial:
(a) Smoke detectors Ion Photo
(b) — a Duct detectors Ion Photo
Heat detectors _�� FT RR FT/RR RC
(NFPA Record of Complefion 2 o14)
1-6.2.1 Continued. (continues)
Flre Alarm Code Handbook 1999 ;':
• .RAY``
• Fundamentals of Fire Alarm Systems E
52 Chapter 1 F -
Transmitters Noncode ctivating Coded s '`
d II Sprinkler waterflow switches:
(e) _ Other(list):
W►
3
5. Supervisory Signal-Initiating Devices and Circuits(use blanks to indicate quantity of devices) ;
'
GUARD S TOUR
(a) Coded stations
transmitters
Noncoded stations,activating and `
(b) transmitter stations ,
and tour system comprised of
_
Compulsory�
(c)
intermediate stations
Note: Combination devices are recorded under 4(b)and 5(a). }
SPRINKLER SYSTEM
(a) Coded valve supervisory signaling attachments transmitters
Value supervisory rviso switches,activating
(b) Building temperature points
(c) Site water temperature points
(d) Site water supply level points
Electric fire pump: }
(e) Fire pump power
(fl Fire pump running
(g) Phase reversal
Engine-driven fire pump:
(h) Selector in auto position
(i) Engine or control panel trouble
Fire pump running
i; Engine-driven generator:
(k) Selector in auto position
(1) Control panel trouble
(in) Transfer switches
(n) Engine running
Other supervisory function(s)(specify):
k�
6. Alarm Notification Appliances and Circuits
Quantity and class(see NFPA 72,Table 3 7)of notification appliance circuits connected\t the systemClass:
y _ St le:
Types and quantities of notification appliances installed: Quanti : Y `f
" (a) Bells
Inch
I,. (b) Speakers
Horns/
J.1,
(d) Chimes
(e) � Other: [ '� (NFPA Record of Completion 3 of 4) ,
•, Wca
I�
i h
r: Figure 1-6.2.1 Continued.
'iI
Code Handb.
1999 National Fire Alarm
Section 1-6 • Documentation 53
,
"CS
(f) _� Visual signals Type: 4%
with audible w/o audible
(g) Local annunciator
7. Signaling Line Circuits
Quantity and class(see NFPA 72, Table 3-6)of signaling line circuits connected to system:
Quantity: Style: Class: �!
B. System Power Supplies
lit
(a)Primary(main): U . Nominal voltage: Q - Current rating: ;
b
Overcurrent protection: Type: C tC t} Y'`f^�'�r Current rating:
Location: !�
(b)Secondary(standby): � li `
_ Storage battery: Amp-hour rating: •�
Calculated capacity to drive system,in hours: 24 60 !`
Engine-driven generator dedicated to fire alarms stem: �f
� � g system:
Location of fuel storage:
(c)Emergency or standby system used as backup to primary power supply,instead of using a secondary
power supply: I `
Emergency system described in NFPA 70,Article 700
Y , Legally required standby system described in NFPA 70,Article 701 '!
Optional standby system described in NFPA 70,Article 702,which also meets the performance
requirements of Article 700 or 701
9. System Software CC
(a)Operating system software revision level(s): KS6
4'x
(b)Application software revision level(s): �� 3
(c)Revision completed by:
(name) (firm)
10. Co
m
��ll jj ,
CI-CCCYI nGn /Ilad�
(sign )for central station or alarm service company or installation contractor/supplier (title) (date)
Frequency of routine tests and inspections,if other than in accordance with the referenced NFPA standard(s):
System deviations from the referenced NFPA standard(s)are:
AM S
(signed)for central st n or alarm service company or installation contractor/supplier (title) (date)
Upon co io he system(s)satisfactory test(s)witnessed(if required by heuthority havin7 jurisdiction):
re ea nta ive of the authority having jurisdiction (title) (date)
(NFPA Record of Completion 4 of 4)
i,
1
'e 1-6.2.1 Continued.
i
Fire Alarm Code Handbook 1999 1
I,
REVISIONS
# I DATE NOTE
1 1 9-29-08 REV FLOOR PLAN
6" FIRE SERVICE
Hydraulic Information I System Volume 485 SEAL
Static Pressure 104 Flow Test Date 3-11-08
Residual Pressure 74.0 Flow Test Location TAMARACK DRIVE
Residual Flow 1920 1 Tested by CONN WATER CO
Test Elevation (Relative to Source Elevation) -84.000
Tank Pressure 0.000 Available Well Flow 0.000 r
Tank Volume 0.000 j
Tank Elevation 0'-0" C Q� 0 3
Pump Rated Pressure 0.000 Pump Manufacturer -144 �A F
Pump Rated Flow 0.000 Pump Model
Pump Elevation 0'-0"
Construction Occupancy OFFICE AREA Ir
Authorities Having Jurisdiction LOCAL f L�! q12 9y
AIN
5202 QC
2V--212 5, 512
114 « 1 � --- I ---- �--- Ell
19
4-4 g� 3-0 �- -
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PIPE N i -- �^ O
10'6 r _ - - T - - C BUCKLAND ROAD V v,
� �, � �, �, �, 12 CITY SERVICE
0 0
" - SITE PLAN Cn
212 � 2 212 1 So 212 3s I 3 I 3
0-6 - s__ ^— > > 0-101 Z
� �- 7-7 � 6-4-t 1 — 5-_1]_2 7l _ --i SCALE: NTS
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22 22 22 L2 -- i 22 _ 2s 22 - 22 ems- 22 2--
0-6 "' 1 "i Z-11.-" 3-3 6�s" `i'- 3-11 --i T 8-10�z t-5 8-4 3-2 7-0 5-0 5-6 5-10 10-0 T 10-0 ''
---- 1--� _ -
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06 �J ; - - - - - - - - - - - - - - - - - - - - - - - - - 6 87 — ---
N
1 8
10'-3 1/2" 0 —2 1/2 - . —.—
6 2-5
Remote Area 1 Flowing Heads 16 Start Head PSI 7.08
Wet / Dry WET Density 0.100 Start Head GPM 129.8
49
3t Hazard LIGHT Area 1500 SOFT per Head 149
Code NFPA-13 Len/wd Ratio 1.20 Elev-Hd to Riser (") 322
Construction Max Velocity 19.9 PSI -Hd to P;s+• 11 c
3'-1 0 1/2} 3'-9 1/2" Source Name or Location CITY SERVICE
PSI Avail at Source 99.4 GPM Req'd at Source 394 Ilnside Hose 0.000
PSI Req'd at Source 76.4 IDuration of Source 0.000 Outside Hose 100
Safety PSI 23.0 Req'd Source Volume 0,000
Pressure Available Pressure of 99.4 psi Exceeds Required Pressure of 76.4 psi
Summary This is a safety margin of 23.0 psi or 23 % of Supply
Advanced Max Density Available 0.114 PSI loss - TOR to Source 7.18
Summary GPM at Max Available Density 449 Rack Demand 0.000
('T�SECOND FLOOR FIRE PROTECTION PLAN-
FP-3 SCALE: 3/16" = 1'-0"
DRAWN BY: JG
CHECKED BY: RH
SCALE: AS NOTED
DATE: 4-29-08
SHEET#: FP 3 OF 3
JOB#:
REVISIONS
6" ELEC. BELL # DATE NOTE
1 2 3 4 6 1 9-29-08 REV FLOOR PLAN
20'-0" _ 21 21 — 21'-011 _
11 20'-5 112"
d C14
+
I
4-1 5-2 8-0
N lOw SEAL
I I
STEEL.BEAM \ ROOF DECK � ��R EC E I V I N G 1
1 1 2-0
BRACING WE 10-7 +20'
-� i 3-3 13-10 M o
itK
PPE CLAMP AND SNIVEL FlTTN G ' "STEEL BEAM 1 1 1 1 - 1 1 1 1 � AiQ O
3 3 2 1z 1z 12 12 1z 1z 14 1
2-2 N 10-9 7-8 7-8 7-8 7-8 7- 8 7-8 3-4
MAN.GR — + o + I uC.N0.aoo>2 '
PPE 2�'AND LARGER - �- --a— 1 4 �� 2 ! COOLER 9y
TYPICAL LONGITLDINAL BRACE i 10-0 4-9 t 8 �i 1
`�- L>AIEC110N OF UTECTI►E BRApNC
WA FnnNG ro 1 I L T I ET
2 1 - -
ROOF DECK �' -J
PIPE BRACE 1 z 11z r 112 11z 112 N 11z 11z 112 11z 11z .- 11z 112 11
N WINE C A8 — - U
-3 I -- _ 9 4-Tz -41t 3-6 8-6 12-0 0- 11-68 - 3-4 0 5-2 I o
/ -
� I II �
`-STEEL BEAM 6-1012 ---- - `'� I Z 00
U zS
- - �- ^ LL
23-21: � W � M �
- _-- - --
�- -- - -- _ --- -- -- o
TOLCO'FASTCLAW SWAY BRACE
w Z
ATTACHMENT
LU
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P�"PE"z�AND LAAN RGER cv 11 z 11 � 1 z 11 z - 11 z 11 z � 11 z I -- --t 11 z � cc 11 z — ® 11 z 11 z � z ~ �—�. � V
TYPICAL LATERAL BRACE 2-0 4-3 7-9 12-0 O V..� N 1 12 7 6 12-0 4-712 5-T z 1 12-0 1-3 4-s 1---
- -- -
-1 DIRECTION OF ETTECII�E BRACING - _ _.. -- - - ---- -- I - r- I - -" O
NOTE. ,
1. ANGLE 0 MUST BE MINIMUM OF 30' I I�L I — J,- I 000 co q
Uj
2. LENGTH 'Lr NOT TO EXCEED MAXIMUM AS NOTED IN NFPA J e- M LL
13 3-5.3.5 FOR DETERMINED ANGLE ASIZE OF BRACING X 04 LL
PIPE, AND TOTAL LOAD. _L I I I M I I 0 M Z
RISER BRACEATfATSOILPNTs SWAY
-- ---- - -----_
- -- -- _ _ I - - - - 1 Co W O
- C --- --� _- ---- - 1-
4t
` 1 1 1 1co D
1 r
WALL 1 z 1 2 1 2 1 2 T 1 2 __ 11 112
12 1z 1z
0-6 11-2 9-4 2-81i i 12-0 4-712 7-41: 3-6 8-8 i 12-0 11-6 i i 9-3 2-9 12-0 5- 0-6 W
4 WAY BRACING
I
ONECTIDN OF EFFECDVE BRACAiG
-- ---+ i
717
I
-- --
r
� 1 Z
_ --- -- - ----- - _I_
--�2 - -- 1 112 `- 112 1 2 112 11 112 1 12 � 1 1 1 2
Co
' 0-6 11-2 I ' 2-81: 8- I 2 - - 4-6 7-6 2-0 1-6
0-712 1
I i � - -
' I 0
1 -- RETAINING STRAP
1 -- A.T.R.
1 -- RING
1 -- T.B.C. - ---- -- _ 102
1 -- TOLCO 1 1Go 1 i2-- I , I_- I 1cc 1 - - RETURNS O
1112 1 �.. -- 1 z 1 z - - � 1 2 a� --- — - 1 z - - 4-Lz O
0-6 11-� 9+4 2-81: 12-0 4-712 7-41 4-6 7-6 12-0I 10-6 1 10-0 9-0 j
CL
OF N i I I 103
PIPE .I I ---- -_- - - -
Q
SALES
10'10 _ FLOOR _ J —
TYP. HANGER #02S _
NO SCALE I I I I 1
E6 - ; 109 I
r - r 1, 1 r 1 1 I ( -. 1 - --. 1 1 20 _. 1 ''i 1 _ 22 _ 23 1 24 11 2
_ v
1.1,2 1 1 z _ 1 z cc 1 2 -- 1 2 -s 1 z � 1 z 1 z 1 2 --
0-6 11- 4 2-812 12-0 4-71z 7-41 4-6 7-6 r ' i!12-0 6 10-6 - 10-6 1 10-0 1 9-0F:31
r
E5 M �
15 -10 1/2"
-
.. I I E4 M
Lr) �, r I�� - - -i— - - W
- � o
1
--- - -- - _
- } -- - I _ - - - - �- - -�- N t N _ --- _ E3 1 C3) 1 105 10 10
112 112 112 112 1 2 .- - - I 1 r --- g
II II - 1 2 108
4 x 2 1/2 x 2 1/2 FRIE DEPARTMENT CON TION — -3 — 0- _ __ :_ _N — cv 1 __ _____ _ __ __ — Z5- — 112 �s - - ' 11 2 112
4" GROOVE CHECK VALVE ON DROP 7-41: 5-6 8-6 ' 12 1 14-0 -- ` '8-21 z 5- 0
108- 1
_ MALLI-
i' i 1
------- ----J 104 1
112 112 1 2 112 12 3� 101
30 I 112--- 3 ' 112 i
- : - - - - VESTIBULE
44-0 — : -- 7-412 i — -- 11-51 z 2-61 z 1 , 511 " 1 8-0LU
1 0
F7 NA
i I I 1
1
Ch
ELECTRICAL
- -- ----- - —- - - - El
— 6
1 2- - gy
112 �- 1 2 112 .- 112 .- 11 2 112 .- 1 1
S 1 O 1 0-6 1 -11 : 2 : 6 : b 7-0 z n4i z -101 z 14-0 5-112 8-101 z 8-0
STAIR I I - - -
1
- ------- ----- ------- --
° - - ° FQ1FIRST FLOOR FIRE PROTECTION PLAN- Remote Area 2 Flowing Heads 17 Start Head PSI 19.7
Wet / Dry WET Density 0,200 Start Head GPM 22.4
FP-2 SCALE: 3/16" = 1 0-0" Hazard ORD GP 2 Area 1557 SOFT per Head 112
Code NFPA-13 Len/Wid Ratio 1.20 Elev-Hd to Riser (") 155
Construction Max Velocity 16.9 PSI -Hd to Riser 5.59
Source Name or Location CITY SERVICE
PSI Avail at Source 99.7 GPM Req'd at Source 673 Inside Hose 0.000
PSI Req'd at Source 77.3 Duration of Source 0.000 Outside Hose 250
L L E X H E A D C C N N E C TO Safety PSI 22.4 �Req'd Source Volume 0.000
Pressure (Available Pressure of 99.7 psi Exceeds Required Pressure of 77.3 psi
Summary This is a safety margin of 22.4 psi or 22 X of Supply
EXISTING B R A N C H LI N E Advanced I Max Density Available 0.227 PSI loss - TOR to Source 11.3
Summary GPM at Max Available Density 764 Rack Demand 0.000
C EILING
SEMI RECESSED PENDENT
SPRINKLER DRAWN BY: JG
CHECKED BY: RH
SCALE: AS NOTED
DATE: 4-29-08
SHEET#: FP 2 OF 3
JOB#:
3029
Y
REVISIONS
# I DATE NOTE
1 2 3 4 5 6 7 GENERAL NOTES 2 10-30-08 BASEMENT TO
21'-0" _ 21,-0„ _ _ 21'-0" 20,-5 1/2
„ PM/S .FT.
5-4" 1. THE FIRE PROTECTION SYSTEM IS A WET PIPE SYSTEM.
SPRINKLER RISER
1
4'-10" 5'-3" - - ' 7 2. THE SYSTEM IS DESIGNED TO MEET NFPA-13 (2002 EDITION).
"
E - rs - - r - - - - - -
N 4 N4 3. ALL FITTINGS, PIPE , VALVE AND HANGERS ARE TO BE UL LISTED/FM APPROVED SEAL
j b4 AND COMPLY WITH LOCAL CODES.
N SPRINKLER
4. THE SECOND FLOOR OFFICE AREA IS HYDRAULICALLY CALCULATED TO MEET
4 � .10 GPM OVER 1500 SQ.FT. WITH 100 GPM OUTSIDE HOSE. Q
S -v I THE FIRST FLOOR ALE AREA I ��
'h5': � I S 00 SALES S HYDRAULICALLY CALCULATED TO MEET ` A
` AIR,
ZZT .20 GPM OVER 1505 SQ. FT. WITH 250 GPM OUTSIDE HOSE. ' -
on01_,
THE BASEMENT AREA IS HYDRAULICALLY CALCULATED TO MEET �'''
cr o n -
.20 GPM OVER 1540 SQ. FT. WITH 250 GPM OUTSIDE HOSE.
I
-E� ♦ - M
r
UNFXCAVATED
5. PIPE 2 AND SMALLER TO BE BLACK SCHEDULE 40 WITH THREADED ENDS �
AND BLACK CAST IRON FITTINGS OR BLACK SCHEDULE 10 WITH GROOVED ENDS, U
�'- GROOVED FITTINGS AND WELDED OUTLETS. �-. U o o
`" 0. i
r N i III
N 5-3" 5-3" 5-3" 1 5-3" 5 -3 5'-1 1/2" U co
OD
N " 11 A` M �
- �_ __ ___ __ ___ PIPE 2 1/2 TO 4 TO BE BLACK SCHEDULE 10 WITH ROLLED GROOVES, WELDED � z � N w
OUTLETS AND GROOVED FITTINGS. z W w
Sillz II-- o 0
OV Of w _3w
PIPE DOWNSTREAM OF DRAIN VALVES TO BE GALVANIZED WITH GALVANIZED FITTINGS. Uj
co
r I Il4- - . � N
�, �- 4 " 6. HANGERS SHALL BE FIELD LOCATED AND COMPLY WITH NFPA-13. HANGERS TO BE FLAT o M Z
" +7'7 7'7 -47'7 --+''7 +7'79 IRON RINGS, 3/811 ALL-THREADED ROD AND JR. BEAM CLAMPS WITH RETAINING STRAPS. � o o
" t o o � o � o � � � o O J
_ z LU
LN 7. ALL DIMENSIONS ARE CENTER TO CENTER. W
W r
r06 V
" 8. ALL AREAS WITH WATER FILLED PIPE SHALL HAVE ADEQUATE HEAT.
N c3ft N N N N N N
r $ O d S O O
" 9. 15 DENOTES HYDRAULIC REFERENCE POINT.
a ♦ 1 N
06
r a� 10. ALL PIPING TO BE SIESMICLLY BRACED AS PER NFPA-13.
Cr r r r r r 1
r
r r ^ T ----------- - -------------
t3 3 11. ALL PIPING TO BE COORDINATED WITH OTHER TRADES. Q �-
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N
- 6 12. ALL NEW PIPING TO BE TESTED AT 200 PSI FOR TWO HOURS. U)
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Code NFPA-13 Len/Wid Ratio 1.20 Elev-Hd to Riser (") 6.00
71 96 ♦ Construction Max Velocity 21.5 PSI -Hd to Riser 0.216
Source Name or Location CITY SERVICE T
PSI Avail at Source 101 (GPM Req'd at Source 601 Inside Hose 0.000 Ii
C r• M T t7 98 c r•1� 97 1 PSI Rq'd at Source 75.9 Duration of Source 0.000 (Outside Hose 250
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Summary This is a safety margin of 24.6 psi or 24 % of Supply G
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SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MCIDEL# POTTER VSR-F
X 3 UPR BRASS 155 5.60 1/2" VAC VIC V27 FS
4 FLOW SWITCH- -
QO 4 UPR BRASS 155 5.60 1/2" VIC VAC V27
Q 95 PEND CHROME 155 5.06 1/2" VIC VAC V27
® 9 UPR BRASS 155 5.60 1/2" \Ac VAC V27 4" AMES C200 DOUBLE CHECK VALVE
® 8 PEND CHROME 155 5.60 1" TYCo ITYCO DS-1 WITH (2) 4" GROOVE BUTTERFLY VALVES N`
5 SIDE CHROME 165 5.60 1/2" VIC VAC V27
Q 34 UPR BRASS 200 5.60 1/2" wC VIC V27 WITH TAMPER SWITCHES Ts 4 SHOT GUN CHECK VALVE
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Finished Floor Slab DRAWN BY: JG
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DATE: 4-29-08
SHEET#: FP 1 OF 3
JOB#:
SERVICE ENTRANCE DETAIL-
SCALE: NTS 3029
2' 4' 6' 8' 10' 12' 14' 16' 18'
DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT
TOWN OF SOUTH WINDSOR PERMIT#
Application is hereby: BUILDING �—
DEPARTMENT
APPROVED 1540 SULLIVAN AVENUE Bldg.Permit#
644-2511 ext. 230
I-� o� —
Date Building Inspector
Application must be printed or typed
FEE SCHEDULE Location of Job:
$0-$1,000=$15.00 F!Tenant
Street Lot No.
Over$1,000=
$15.00 per$1,000
or any fraction thereof gnation Apt.No.
APPLICANT8��1� - }��l-�-iS
APPLICANT ADDRESS L'tp Z-S
t✓IC���w �Y_ CXeS-Z�
APPLICANT PHONE# Zo 3-'L Z1 Z,Z
OWNER 2
W N St q< OWNER ADDRESS
+l
♦ F OWNER PHONE
C ESTIMATED COST$
IS THIS A CONTRACT COST? A Yes _No
FEE ENCLOSED$
TYPE OF JOB:
�R C 7 New Installation �PJt/ A
Alteration/Addition/Repair
Revised 4/01//2002
APPLICATION FOR SPRINKLER PERMIT (Continued from reverse side)
TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP NO.OF STORIES
O RESIDENTIAL
U BUSINESS IS THIS APPLICATION ASSOCIATED WITH A
❑ASSEMBLY BUILDING PERMIT APPLICATION? 0 YES 0 NO
%MERCANTILE
❑EDUCATIONAL CURRENT USE AND OCCUPANCY
U INSTITUTIONAL
❑FACTORY FUTURE USE AND OCCUPANCY
❑ STORAGE
❑GARAGE ENGINEER'S NAME PHONE
❑MDCED USE
(Other please specify) ADDRESS
CITY STATE ZIP
KIND OF INSTALLATION
SIZE OF MAIN DRAIN 'L WATER PRESSURE AT STREET(PSI) I o4
ARE SPRINKLER HEADS ALTERED? ❑YES ❑NO
IF YES,CHECK ALL THAT APPLY: ❑ADDED ❑DELETED ❑ALTERED
IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE)
O PROFESSIONAL ENGINEER U INSURANCE COMPANY
WATER FLOW '-'W TER PRESSURE AT SPRINKLER HEADS(PSI) '�'! `i
ARE PUMPS REQUIRED? ❑YES ONO IF YES,CHECK ALL THAT APPLY:
❑FIRE ❑BOOSTER ❑OTHER
ARE STANDPIPES PROVIDED? O YES )&NO IS A SPRINKLER SYSTEM PROVIDED? >kYES ❑NO
SPRINKLER SYSTEM MAIN WATER SUPPLY RATING GPM
TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI
DESCRIPTION OF WORK
i►�s'�a� Now w�=� P P�- sy S�� t�-a.t !Nt� I� L..��oy
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE
PERFORMANCE OF SUCH WORK.
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OF APPLICANT DATE l b z 06 F
M & R Liquors Drawing Date:9-29-08 11/ 3/08 14:16
HYDRAULIC DESIGN INFORMATION SHEET
Job Name: M & R Liquors
Location: 218 Buckland Road
South Windsor, CT
Drawing Date: 9-29-08 Remote Area Number 3
Contractor: Central Connecticut Fire Protection, inc Telephone:203-238-2122
P.O.Box 1825
1400 Old North Colony Road
Meriden, CT 06450
Designer: Jeffrey Germaine
Calculated By:SprinkCAD
www.sprinkcad.com
451 N. Cannon Ave.
Lansdale, PA 19446
Construction: Occupancy:BASEMENT
Reviewing Authorities:LOCAL
SYSTEM DESIGN
Code:NFPA-13 Hazard:ORD GP 2 System Type:WET
Area of Sprinkler Oper. 1540 sq ftl Sprinkler or Nozzle
Density (gpm/sq ft) 0.200 1 Make: VIC
Area per Sprinkler 126.0 sq ftl Model: V27
Hose Allowance Inside 0 gpm I K-Factor: 5.60
Hose Allowance Outside 250 gpm I Temperature Rating: 155
CALCULATION SUMMARY 14 Flowing Outlets
gpm Required: 450.9 psi Required: 75.9 @ CITY SERVICE
WATER SUPPLY
Water Flow Test 1 Pump Data I
Date of Test 3-11-08 1 Rated Capacity 0 gpm I
Static Pressure 104.0 psi 1 Rated Pressure 0.0 psi I
Residual Pres 74.0 psi 1 Elevation 0 1
At a Flow of 1920 gpm 1 Make: I
Elevation -710" 1 Model: I
Location: TAMARACK DRIVE
Source of Information: CONN WATER CO
SYSTEM VOLUME 485 Gallons
Notes:
1
M & R Liquors Drawing Date:9-29-08 11/ 3/08 14:16
HYDRAULIC CALCULATION DETAILS
HYDRAULIC FLAW LOSS
QTY DESCRIPTION LENGTH C ID gpm psi TOTALS
Hydr Ref W Required at Hyd Area 3 351 67.1 psi
1 4" Grvd 90 Ell Firelock 10' 120 4.026 351 0.4
1 Pipe 4" 10x21 3' 120 4.260 351 0.1
Elevation Change 310" 1.3
1 4" Grvd Shotgun Valve "90" 21' 120 4.026 351 0.8
2 4" Grvd Butterfly Valve VIC "705W" 24' 120 4.026 351 0.9
1 4" Grvd Back Flow Valve Ames "200" CHART LOSS 351 4.8
1 6" x 4" Fingd 90 Ell 14' 120 6.065 351 0.1
1 Pipe 6" DIxl8 C1 350 100' 140 6.338 351 0.3
1 Pipe 8" DIxl8 C1 350 250' 140 8.488 351 0.2
Fixed Flow Outside Hose Allow. 100 gpm
Hydr Ref R1 Required at CITY SERVICE 451 75.9 psi
Water Sourcel01.0 psi static, 71.0 psi residual @ 1920 gpm 451 gpm 98.9 psi
SAFETY PRESSURE 23.0 psi
NOTE: Water Source has been adjusted to include a change of elevation of
-710" flow test to point of connection
Available Pressure of 98.9 psi Exceeds Required Pressure of 75.9 psi
This is a safety margin of 23.0 psi or 23 % of Supply
Maximum Water Velocity is 21.5 fps
M & R Liquors Drawing Date:9-29-08 11/ 3/08 14:16
Page 3
FITTING NAME TABLE
ABBREV. NAME
C Coupling
E 90' Standard Elbow
F 45' Elbow
S Straight Flow Thru Tee
T 90' Flow Thru Tee
V Valve
LEGEND
HYD REF Hydraulic reference. Refer to accompanying flow diagram. _
K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P
Qa Flow added or subtracted
Qt Total flow
DIA Actual internal diameter of pipe
C Hazen Williams pipe roughness factor
Pf/ft Friction loss per foot of pipe
PIPE Length of pipe
FTNG'S Number of fittings. See table above.
TOTAL Total length (PIPE + FTNG'S)
Pt Total pressure (psi) at fitting
Pe Pressure due to change in elevation
where Pe = 0.433 x change in elevation
Pf Friction loss (psi) to fitting
where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4.87
Pv Velocity pressure (psi)
where Pv = 0.001123 x Q^2/ID^4
Pn Normal pressure (psi) , where Pn = Pt - Pv
NOTES:
- Pressures are balanced to 0.01 psi. Pressures are listed to
0.1 psi. Addition may vary by 0.1 psi due to accumulation of
round off.
- Calculations conform to NFPA 13.
- Velocity Pressures are not considered in these Calculations
M & R Liquors Drawing Date:9-29-08 11/ 3/08 14:16
Page 4
NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL
NUMBER K-FACTOR FLOW FLOW DENSITY
(FT) (GPM/ (PSI^'-j) ) (PSI) (GPM) (GPM) (GPM/SQ.FT)
60 7.58 5.60 23.2 27.0 23.6 0.23
61 7.58 5.60 19.8 24.9 23.6 0.21
62 7.58 5. 60 18.2 23.9 23.6 0.20
63 7.58 5. 60 17.8 23.6 23. 6 0.20
64 7.58 5. 60 23.0 26.8 23.6 0.23
65 7.58 5.60 19.7 24.8 23.6 0.21
66 7.58 5. 60 18.1 23.8 23.6 0.20
67 7.58 5. 60 17.8 23.6 23.6 0.20
68 7.58 5. 60 18.7 24.2 19.4 0.25
69 7.58 5. 60 18.2 23.9 19.4 0.25
70 7.58 5.60 21.9 26.2 25.2 0.21
71 7.58 5.60 23.1 26.9 25.2 0.21
72 7.58 5. 60 21.1 25.7 25.2 0.20
73 7.58 5. 60 20.6 25.4 25.2 0.20
93 7.58 23.6
94 7.58 20.0
95 7.58 23.9
96 7.58 19.4
97 7.58 19.9
98 7.58 22.5
A10 7.08 65.5
D1 7.08 28.1
D2 7.08 28.4
D3 7.08 29.5
D4 7.08 31.4
D5 7.08 65.5
W 7.08 67.1
Max velocityof 21.53 occurs in the pipe from D2 TO 95
P P
M & R Liquors Drawing Date:9-29-08 11/ 3/08 14:16
Tyco Fire Products Page 5
HYD. Qa DIA. FITTING PIPE Pt Pt
REF licit TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
PATH 1 FROM HYDRAULIC REFERENCE 63 TO W (PRIMARY PATH)
23.60 1.442 11.42 17.8 17.8 K = 5.60
63 C=120 0.00 0.0 0.0
23.60 0.038 11.42 0.4 17.8 Vel = 4.68
23.88 1.442 9.09 18.2 18.2 K = 5.60
62 C=120 0.00 0.0 0.0
47.48 0.137 9.09 1.2 18.2 Vel = 9.42
1.380 2.33 19.4 19.4
96 C=120 0.00 0.0 0.0
47.48 0.169 2.33 0.4 19.4 Vel = 10.29
24.94 1.380 1T 4.97 19.8 19.8 K = 5.60
61 C=120 6.00 0.0 0.0
72.42 0.370 10.97 4.1 19.8 Vel = 15.69
26.98 1.380 1T 0.50 23.9 23.9
95 C=120 6.00 0.2 0.0 See PATH 6
99.40 0.665 6.50 4.3 23.9 Vel = 21.53
99.10 2.635 10.37 28.4 28.4
D2 C=120 0.00 0.0 0.0 See PATH 2
198.50 0.102 10.37 1.1 28.4 Vel = 11.79
74.33 2.635 10.50 29.5 29.5
D3 C=120 0.00 0.0 0.0 See PATH 3
272.82 0.184 10.50 1.9 29.5 Vel = 16.21
78.09 2.635 1T 99.65 31.4 31.4
D4 C=120 16.47 0.0 0.0 See PATH 4
350.91 0.294 116.12 34.1 31.4 Vel = 20.85
4.260 0.33 65.5 65.5
D5 C=120 0.00 0.0 0.0
350.91 0.028 0.33 0.0 65.5 Vel = 7.98
4.260 2E 28.50 65.5 65.5
A10 C=120 26.33 0.0 0.0
350.91 0.028 54.84 1.6 65.5 Vel = 7.98
W 350.91 67.1 K = 42.84
PATH 2 FROM HYDRAULIC REFERENCE 67 TO D2
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
M & R Liquors Drawing Date:9-29-08 11/ 3/08 14:16
Tyco Fire Products Page 6
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
PATH 2 FROM HYDRAULIC REFERENCE 67 TO D2 CONTINUED
23.62 1.442 8.00 17.8 17.8 K = 5.60
67 C=120 0.00 0.0 0.0
23.62 0.038 8.00 0.3 17.8 Vel = 4.69
23.82 1.442 11.42 18.1 18.1 K = 5.60
66 C=120 0.00 0.0 0.0
47.44 0.137 11.42 1.6 18.1 Vel = 9.41
24.83 1.442 1.08 19.7 19.7 K = 5.60
65 C=120 0.00 0.0 0.0
72.27 0.298 1.08 0.3 19.7 Vel = 14.34
1.380 1T 3.89 20.0 20.0
94 C=120 6.00 0.0 0.0
72.27 0.369 9.89 3.6 20.0 Vel = 15.65
26.83 1.380 1T 0.50 23.6 23.6
93 C=120 6.00 0.2 0.0 See PATH 5
99.10 0.661 6.50 4.3 23.6 Vel = 21.46
2.635 10.23 28.1 28.1
D1 C=120 0.00 0.0 0.0
99.10 0.028 10.23 0.3 28.1 Vel = 5.89
D2 99.10 28.4 K = 18.59
PATH 3 FROM HYDRAULIC REFERENCE 69 TO D3
23.92 1.442 11.87 18.2 18.2 K = 5.60
69 C=120 0.00 0.0 0.0
23.92 0.038 11.87 0.5 18.2 Vel = 4.74
24.22 1.442 8.63 18.7 18.7 K = 5.60
68 C=120 0.00 0.0 0.0
48.13 0.140 8.63 1.2 18.7 Vel = 9.55
1.380 2E 5.35 19.9 19.9
97 C=120 6.00 0.0 0.0
48.13 0.174 11.35 2.0 19.9 Vel = 10.43
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
M & R Liquors Drawing Date:9-29-08 11/ 3/08 14:16
Tyco Fire Products Page 7
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
PATH 3 FROM HYDRAULIC REFERENCE 69 TO D3 CONTINUED
26.20 1.380 2T 7.03 21.9 21.9 K = 5.60
70 C=120 12.00 0.2 0.0
74.33 0.388 19.03 7.4 21.9 Vel = 16.10
D3 74.33 29.5 K = 13.69
PATH 4 FROM HYDRAULIC REFERENCE 73 TO D4
25.43 1.442 11.87 20.6 20.6 K = 5.60
73 C=120 0.00 0.0 0.0
25.43 0.043 11.87 0.5 20. 6 Vel = 5.04
25.74 1.442 8.63 21.1 21.1 K = 5.60
72 C=120 0.00 0.0 0.0
51.17 0.157 8.63 1.4 21.1 Vel = 10.15
1.380 3.24 22.5 22.5
98 C=120 0.00 0.0 0.0
51.17 0.195 3.24 0. 6 22.5 Vel = 11.08
26.92 1.380 2T 7.03 23.1 23.1 K = 5.60
71 C=120 12.00 0.2 0.0
78.09 0.425 19.03 8.1 23.1 Vel = 16.91
D4 78.09 31.4 K = 13.93
PATH 5 FROM HYDRAULIC REFERENCE 64 TO 93
26.83 1.380 1T 5.34 23.0 23.0 K = 5.60
64 C=120 6.00 0.0 0.0
26.83 0.059 11.34 0.7 23.0 Vel = 5.81
93 26.83 23.6 K = 5.52
PATH 6 FROM HYDRAULIC REFERENCE 60 TO 95
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
M & R Liquors Drawing Date:9-29-08 11/ 3/08 14:16
Tyco Fire Products Page 8
HYD. Qa DIA. FITTING PIPE Pt Pt
REF licit TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
PATH 6 FROM HYDRAULIC REFERENCE 60 TO 95 CONTINUED
26.98 1.380 1T 5.34 23.2 23.2 K = 5.60
60 C=120 6.00 0.0 0.0
26.98 0.060 11.34 0.7 23.2 Vel = 5.84
95 26 98 23.9 K = 5.52
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
Job Water Required Hose Allowance
M&R Liquors Static Pressure: 104.0 psi Pressure: 75.9 psi Inside: 0 gpm
218 Buckland Road Residual Pressure: 74.0 psi System Flow: 201 gpm Outside: 250 gpm
South Windsor, CT Flow: 1920 gpm System+Hose: 451 gpm
Remote Area: 3 Date: 3-11-08 Safety Pres: 23.0 psi
Loc:TAMARACK DRIVE Head Elev Pres: 69.2 psi
140
120
10
Su ly
P 80 I'
S 250 gpm hose
ft69.2 psi
60
40
20
400 600 800 1000 1200 1400 1600 1800 2000
Flow (gpm)
v r
M & R Liquors Drawing Date:9-29-08 10130108 10:29
HYDRAULIC DESIGN INFORMATION SHEET
Job Name: M & R Liquors
Location: 218 Buckland Road
South Windsor, CT
Drawing Date: 9-29-08 Remote Area Number: 1
Contractor: Central Connecticut Fire Protection, inc Telephone:203-238-2122
P.O.Box 1825
1400 Old North Colony Road
Meriden, CT 06450
Designer: Jeffrey Germaine
Calculated By:SprinkCAD
www.sprinkcad.com
451 N. Cannon Ave.
Lansdale, PA 19446
Construction: Occupancy:OFFICE AREA
Reviewing Authorities:LOCAL
SYSTEM DESIGN
Code:NFPA-13 Hazard:LIGHT System Type:WET
Area of Sprinkler Oper. 1500 sq ftl Sprinkler or Nozzle
Density (gpm/sq ft) 0.100 1 Make: VIC
Area per Sprinkler 149.0 sq ftl Model: V27
Hose Allowance Inside 0 gpm I K-Factor: 5.60
Hose Allowance Outside 100 gpm I Temperature Rating: 165
CALCULATION SUMMARY 16 Flowing Outlets
gpm Required: 393.7 psi Required: 76.4 @ CITY SERVICE
WATER SUPPLY
Water Flow Test Pump Data
Date of Test 3-11-08 Rated Capacity 0 gpm
Static Pressure 104.0 psi Rated Pressure 0.0 psi
Residual Pres 74.0 psi Elevation 0
At a Flow of 1920 gpm Make:
Elevation -710" Model:
Location: TAMARACK DRIVE
Source of Information: CONN WATER CO
SYSTEM VOLUME 485 Gallons
Notes:
g 9O
t G
., ,1
O Py
F ER Z
J
i
M & R Liquors Drawing Date:9-29-08 10130108 10:29
HYDRAULIC CALCULATION DETAILS
HYDRAULIC FLOW LOSS
QTY DESCRIPTION LENGTH C ID gpm psi TOTALS
Hydr Ref W Required at Hyd Area 1 294 69.2 psi
1 4" Grvd 90 Ell Firelock 10' 120 4.026 294 0.3
1 Pipe 4" 10x21 3' 120 4.260 294 0.1
Elevation Change 3'0" 1.3
1 4" Grvd Shotgun Valve "90" 21' 120 4.026 294 0.6
2 4" Grvd Butterfly Valve VIC "705W" 24' 120 4.026 294 0.6
1 4" Grvd Back Flow Valve Ames "200" CHART. LOSS 294 3.9
1 6" x 4" Fingd 90 Ell 14 ' 120 6.065 294 0.1
1 Pipe 6" DIx18 Cl 350 100' 140 6.338 294 0.2
1 Pipe 8" DIx18 Cl 350 250' 140 8.488 294 0.1
Fixed Flow Outside Hose Allow. 100 gpm
Hydr Ref R1 Required at CITY SERVICE 394 76.4 psi
Water Sourcel01.0 psi static, 71.0 psi residual @ 1920 gpm 394 gpm 99.4 psi
SAFETY PRESSURE 23.0 psi
NOTE: Water Source has been adjusted to include a change of elevation of
-7'0" flow test to point of connection
Available Pressure of 99.4 psi Exceeds Required Pressure of 76.4 psi
This is a safety margin of 23.0 psi or 23 % of Supply
Maximum Water Velocity is 19.9 fps
M & R Liquors Drawing Date:9-29-08 10130108 10:29
Page 3
FITTING NAME TABLE
ABBREV. NAME
C Coupling
E 90' Standard Elbow
F 45' Elbow
S Straight Flow Thru Tee
T 90' Flow Thru Tee
V Valve
LEGEND
HYD REF Hydraulic reference. Refer to accompanying flow diagram. _
K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P
Qa Flow added or subtracted
Qt Total flow
DIA Actual .internal diameter of pipe
C Hazen Williams pipe roughness factor
Pf/ft Friction loss per foot of pipe
PIPE Length of pipe
FTNG'S Number of fittings. See table above.
TOTAL Total length (PIPE + FTNG'S)
Pt Total pressure (psi) at fitting
Pe Pressure due to change in elevation
where Pe = 0.433 x change in elevation
Pf Friction loss (psi) to fitting
where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4 .87
Pv Velocity pressure (psi)
where Pv = 0.001123 x Q^2/ID^4
Pn Normal pressure (psi) , where Pn = Pt - Pv
NOTES:
- Pressures are balanced to 0.01 psi. Pressures are listed to
0.1 psi. Addition may vary by 0.1 psi due to accumulation of
round off.
- Calculations conform to NFPA 13.
- Velocity Pressures are not considered in these Calculations
I
M & R Liquors Drawing Date:9-29-08 10130108 10:29
Page 4
NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL
NUMBER K-FACTOR FLOW FLOW DENSITY
(FT) (GPM/ (PSI^li) ) (PSI) (GPM) (GPM) (GPM/SQ.FT)
1 33.67 5.60 9.1 16.9 14.9 0.11
3 33. 67 5.60 8.5 16.3 14.9 0.11
4 33.67 15.7
4S 31.33 5.60 16.0 22.4 14.9 0.15
5 33.67 14.7
5S 31.33 5.60 15.0 21.7 14.9 0.15
7 33.67 13.5
7S 31.33 5.60 13.9 20.9 14.9 0.14
8 33. 67 12.8
8S 31.33 5.60 13.2 20.4 14.9 0.14
9 33.67 11.2
9S 31.33 5.60 11.7 19.1 14.9 0.13
11 33.67 18.4
11S 31.33 5.60 18.6 24.2 14.9 0.16
12 33.67 16.7
12S 31.33 5.60 17.0 23.1 14.9 0.15
13 33.67 16.0
13S 31.33 5.60 16.3 22.6 14.9 0.15
14 33. 67 14.3
14S 31.33 5.60 14.7 21.4 14.9 0.14
15 33.67 10.4
15S 31.33 5.60 11.0 18.5 14.9 0.12
16 33.67 5.60 8.3 16.1 14.9 0.11
17 33.92 5.60 7.1 14.9 14.9 0.10
18 33.67 5.60 7.4 15.3 14.9 0.10
80 33.67 16.7
82 33.67 15.7
83 33. 67 14.3
84 33.67 13.6
85 33.67 12.0
86 33.67 8.4
87 33. 67 8.2
88 33.67 17.7
89 33.67 16.9
90 33. 67 15.1
91 33. 67 11.2
92 33.67 9.6
Al 33.67 16.8
A2 33.67 16.8
A3 33.67 18.5
A4 33.67 19.5
A5 33.67 32.4
A6 33.67 34.3
A7 33.67 36.1
A8 20.00 56.3
A9 19.42 61.3
A10 7.08 68.1
B1 33.67 16.0
C1 33.67 18.5
W 7.08 69.2
M & R Liquors Drawing Date:9-29-08 10130108 10:29
Page 5
NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL
NUMBER K-FACTOR FLOW FLOW DENSITY
(FT) (GPM/ (PSI^7,1) ) (PSI) (GPM) (GPM) (GPM/SQ.FT)
Max velocity of 19.88 occurs in the pipe from A5 TO A6
Nodes with "S" indicate a node at the top of a sprig or bottom
of drop pendent. The node without an "S" is on the branch.
M & R Liquors Drawing Date:9-29-08 10130108 10:29
Tyco Fire Products Page 6
HYD. Qa DIA. FITTING PIPE Pt Pt
REF licit TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
PATH 1 FROK HYDRAULIC REFERENCE 17 TO W (PRIMARY PATH)
14.90 1.049 2E 4.52 7.1 7.1 K = 5.60
17 C=120 1T 9.00 0.1 0.0
14.90 0.075 13.52 1.0 7.1 Vel = 5.59
15.28 1.380 2.61 8.2 8.2
87 C=120 0.00 0.0 0.0 See PATH 2
30.18 0.073 2.61 0.2 8.2 Vel = 6.54
16.09 1.380 1E 17.05 8.4 8.4
86 C=120 2F 5.00 0.0 0.0 See PATH 3
46.27 0.162 22.05 3.6 8.4 Vel = 10.02
19.15 1.610 11.00 12.0 12.0
85 C=120 0.00 0.0 0.0 See PATH 7
65.42 0.145 11.00 1.6 12.0 Vel = 10.41
20.36 2.067 10.00 13.6 13.6
84 C=120 0.00 0.0 0.0 See PATH 8
85.78 0.071 10.00 0.7 13.6 Vel = 8.28
20.85 2.067 13.39 14.3 14.3
83 C=120 0.00 0.0 0.0 See PATH 9
106. 64 0.106 13.39 1.4 14.3 Vel = 10.30
21.71 2.067 2.44 15.7 15.7
82 C=120 0.00 0.0 0.0 See PATH 11
128.35 0.149 2.44 0.4 15.7 Vel = 12.39
2. 635 1T 0.25 16.0 16.0
B1 C=120 16.47 0.0 0.0
128.35 0.046 16.72 0.8 16.0 Vel = 7.63
22.39 2.635 1T 11.09 16.8 16.8
A2 C=120 16.47 0.0 0.0 See PATH 12
150.74 0.062 27.57 1.7 16.8 Vel = 8.96
118.82 2.635 5.74 18.5 18.5
A3 C=120 0.00 0.0 0.0 See PATH 4
269.56 0.180 5.74 1.0 18.5 Vel = 16.01
24.16 2.635 3E 19.49 19.5 19.5
A4 C=120 1T 41.19 0.0 0.0 See PATH 15
293.72 0.211 60.68 12.8 19.5 Vel = 17.45
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
M & R Liquors Drawing Date:9-29-08 10130108 10:29
Tyco Fire Products Page 7
HYD. Qa DIA. FITTING PIPE Pt Pt
REF licit TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
PATH 1 FROM HYDRAULIC REFERENCE 17 TO W (PRIMARY PATH)
2.469 6.69 32.4 32.4
A5 C=120 0.00 0.0 0.0
293.72 0.290 6.69 1.9 32.4 Vel = 19.88
3.068 lE 11.00 34.3 34.3
A6 C=120 7.00 0.0 0.0
293.72 0.101 18.00 1.8 34.3 Vel = 12.87
3.260 4E 91.62 36.1 36.1
A7 C=120 3T 98.11 5.9 0.0
293.72 0.075 189.73 14.2 36.1 Vel = 11.40
3.260 2E 24.78 56.3 56.3
A8 C=120 1T 38.97 0.3 0.0
293.72 0.075 63.76 4.8 56.3 Vel = 11.40
4.260 2E 17.15 61.3 61.3
A9 C=120 1T 52.67 5.3 0.0
293.72 0.020 69.81 1.4 61.3 Vel = 6.68
4.260 2E 28.50 68.1 68.1
A10 C=120 26.33 0.0 0.0
293.72 0.020 54.84 1.1 68.1 Vel = 6.68
W 293.72 69.2 K = 35.31
PATH 2 FROM HYDRAULIC REFERENCE 18 TO 87
15.28 1.049 lE 7.65 7.4 7.4 K = 5.60
18 C=120 2.00 0.0 0.0
15.28 0.079 9.65 0.8 7.4 Vel = 5.73
87 15.28 8.2 K = 5.33
PATH 3 FROM HYDRAULIC REFERENCE 16 TO 86
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
M & R Liquors Drawing Date:9-29-08 10130108 10:29
Tyco Fire Products Page 8
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
PATH 3 FROM HYDRAULIC REFERENCE 16 TO 86 CONTINUED
16.09 1.380 1T 0.25 8.3 8.3 K = 5.60
16 C=120 6.00 0.0 0.0
.16.09 0.023 6.25 0.1 8.3 Vel = 3.49
86 16.09 8.4 K = 5.55
PATH 4 FRCM HYDRAULIC REFERENCE 3 TO A3
16.30 1.049 1E 10.25 8.5 8.5 K = 5.60
3 C=120 2.00 0.0 0.0
16.30 0.089 12.25 1.1 8.5 Vel = 6.11
16.86 1.380 lE 14.20 9.6 9.6
92 C=120 2F 5.00 0.0 0.0 See PATH 5
33.16 0.087 19.20 1.7 9.6 Vel = 7.18
18.55 1.380 2E 13.43 11.2 11.2
91 C=120 6.00 0.0 0.0 See PATH 6
51.71 0.198 19.43 3.9 11.2 Vel = 11.20
21.44 1.610 10.00 15.1 15.1
90 C=120 0.00 0.0 0.0 See PATH 10
73.15 0.178 10.00 1.8 15.1 Vel = 11.64
22.60 2.067 10.00 16.9 16.9
89 C=120 0.00 0.0 0.0 See PATH 13
95.75 0.087 10.00 0.9 16.9 Vel = 9.24
23.07 2.067 5.83 17.7 17.7
88 C=120 0.00 0.0 0.0 See PATH 14
118.82 0.129 5.83 0.8 17.7 Vel = 11.47
2.635 0.25 18.5 18.5
Cl C=120 0.00 0.0 0.0
118.82 0.040 0.25 0.0 18.5 Vel = 7.06
A3 118.82 18.5 K = 27.62
PATH 5 FROM HYDRAULIC REFERENCE 1 TO 92
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
M & R Liquors Drawing Date:9-29-08 10130108 10:29
Tyco Fire Products Page 9
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
PATH 5 FROM HYDRAULIC REFERENCE 1 TO 92 CONTINUED
16.86 1.049 1T 0.25 9.1 9.1 K = 5.60
1 C=120 5.00 0.0 0.0
16.86 0.095 5.25 0.5 9.1 Vel = 6.32
92 16.86 9.6 K = 5.45
PATH 6 FROM HYDRAULIC REFERENCE 15 TO 91
18.55 1.049 lE 2.33 11.0 11.0 K = 5.60
15S C=120 2.00 -1.0 0.0
18.55 0.113 4.33 0.5 11.0 Vel = 6.95
1.049 1T 2.00 10.4 10.4 EqK = 5.74
15 C=120 5.00 0.0 0.0
18.55 0.113 7.00 0.8 10.4 Vel = 6.95
91 18.55 11.2 K = 5.53
PATH 7 FROM HYDRAULIC REFERENCE 9 TO 85
19.15 1.049 lE 2.33 11.7 11.7 K = 5.60
9S C=120 2.00 -1.0 0.0
19.15 0.120 4.33 0.5 11.7 Vel = 7.18
1.049 1T 1.33 11.2 11.2 EqK = 5.72
9 C=120 5.00 0.0 0.0
19.15 0.120 6.33 0.8 11.2 Vel = 7.18
85 19.15 12.0 K = 5.54
PATH 8 FRCM HYDRAULIC REFERENCE 8 TO 84
20.36 1.049 lE 2.33 13.2 13.2 K = 5. 60
8S C=120 2.00 -1.0 0.0
20.36 0.135 4.33 0.6 13.2 Vel = 7. 63
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
M & R Liquors Drawing Date:9-29-08 10130108 10:29
Tyco Fire Products Page 10
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Ph
PATH 8 FROM HYDRAULIC REFERENCE 8 TO 84 CONTINUED
1.049 1T 0.67 12.8 12.8 EqK = 5.69
8 C=120 5.00 0.0 0.0
20.36 0.135 5.67 0.8 12.8 Vel = 7.63
84 20.36 13.6 K = 5.53
PATH 9 FROM, HYDRAULIC REFERENCE 7 TO 83
20.85 1.049 lE 2.33 13.9 13.9 K = 5.60
7S C=120 2.00 -1.0 0.0
20.85 0.141 4.33 0.6 13.9 Vel = 7.82
1.049 1T 0.67 13.5 13.5 EqK = 5.68
7 C=120 5.00 0.0 0.0
20.85 0.141 5.67 0.8 13.5 Vel = 7.82
83 20.85 14.3 K = 5.52
PATH 10 FROM HYDRAULIC REFERENCE 14 TO 90
21.44 1.049 lE 2.33 14.7 14.7 K = 5.60
14S C=120 2.00 -1.0 0.0
21.44 0.148 4.33 0.6 14.7 Vel = 8.04
1.049 1T 0.43 14.3 14.3 EqK = 5.67
14 C=120 5.00 0.0 0.0
21.44 0.148 5.43 0.8 14.3 Vel = 8.04
90 21.44 15.1 K = 5.52
PATH 11 FROM HYDRAULIC REFERENCE 5 TO 82
21.71 1.049 lE 2.33 15.0 15.0 K = 5.60
5S C=120 2.00 -1.0 0.0
21.71 0.151 4.33 0.7 15.0 Vel = 8.14
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
h & R Liquors Drawing Date:9-29-08 10130108 10:29
Tyco Fire Products Page 11
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
PATH 11 FROM HYDRAULIC REFERENCE 5 TO 82 CONTINUED
1.049 1T 1.60 14.7 14.7 EqK = 5.67
5 C=120 5.00 0.0 0.0
21.71 0.151 6.60 1.0 14.7 Vel = 8.14
82 21.71 15.7 K = 5.48
PATH 12 FROM HYDRAULIC REFERENCE 4 TO A2
22.39 1.049 lE 2.33 16.0 16.0 K = 5.60
4S C=120 2.00 -1.0 0.0
22.39 0.160 4.33 0.7 16.0 Vel = 8.39
1.049 1T 1.60 15.7 15.7 EqK = 5.66
4 C=120 5.00 0.0 0.0
22.39 0.160 6.60 1.1 15.7 Vel = 8.39
2.067 7.91 16.7 16.7
80 C=120 0.00 0.0 0.0
22.39 0.006 7.91 0.0 16.7 Vel = 2.16
2.635 1T 0.25 16.8 16.8
Al C=120 16.47 0.0 0.0
22.39 0.002 16.72 0.0 16.8 Vel = 1.33
A2 22.39 16.8 K = 5.46
PATH 13 FROM HYDRAULIC REFERENCE 13 TO 89
22.60 1.049 lE 2.33 16.3 16.3 K = 5.60
13S C=120 2.00 -1.0 0.0
22.60 0.163 4.33 0.7 16.3 Vel = 8.47
1.049 1T 0.43 16.0 16.0 EqK = 5.65
13 C=120 5.00 0.0 0.0
22.60 0.163 5.43 0.9 16.0 Vel = 8.47
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
M & R Liquors Drawing Date:9-29-08 10130108 10:29
Tyco Fire Products Page 12
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
89 22.60 16.9 K = 5.50
PATH 14 FROM HYDRAULIC REFERENCE 12 TO 88
23.07 1.049 lE 2.33 17.0 17.0 K = 5.60
12S C=120 2.00 -1.0 0.0
;23.07 0.169 4.33 0.7 17.0 Vel = 8.65
1.049 1T 1.17 16.7 16.7 EqK = 5.65
12 C=120 5.00 0.0 0.0
23.07 0.169 6.17 1.0 16.7 Vel = 8.65
88 23.07 17.7 K = 5.48
PATH 15 FROM HYDRAULIC REFERENCE 11 TO A4
24.16 1.049 lE 2.33 18.6 18.6 K = 5.60
11S C=120 2.00 -1.0 0.0
24.16 0.185 4.33 0.8 18.6 Vel = 9.06
1.049 1T 1.17 18.4 18.4 EqK = 5. 63
11 C=120 5.00 0.0 0.0
24.16 0.185 6.17 1.1 18.4 Vel = 9.06
A4 24.16 19.5 K = 5.47
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
Job Water Required Hose Allowance
M&R Liquors Static Pressure: 104.0 psi Pressure: 76.4 psi Inside: 0 gpm
218 Buckland Road Residual Pressure: 74.0 psi System Flow: 294 gpm Outside: 100 gpm
South Windsor, CT Flow: 1920 gpm System+Hose: 394 gpm
Remote Area: 1 Date: 3-11-08 Safety Pres: 23.0 psi
Loc:TAMARACK DRIVE Head Elev Pres: 67.1 psi
140
120
oco
Su ly
80
100 gpm hose
67.1 psi
60
40
20
400 600 800 1000 1200 1400 1600 1800 2000
Flow (gpm)
f .
M & R Liquors Drawing Date:9-29-08 10130108 10:21
HYDRAULIC DESIGN INFORMATION SHEET
Job Name: M & R Liquors
Location: 218 Buckland Road
South Windsor, CT
Drawing Date: 9-29=08 Remote Area Number: 2
Contractor: Central Connecticut Fire Protection, inc Telephone:203-238-2122
P.O.Box 1825
1400 Old North Colony Road
Meriden, CT 06450
Designer: Jeffrey Germaine
Calculated By:SprinkCAD
www.sprinkcad.com
451 N. Cannon Ave.
Lansdale, PA 19446
Construction: Occupancy:SALES AREA
Reviewing Authorities:LOCAL
SYSTEM DESIGN
Code:NFPA-13 Hazard:ORD GP 2 System Type:WET
Area of Sprinkler Oper. 1557 sq ftj Sprinkler or Nozzle
Density (gpm/sq ft) 0.200 1 Make: VIC
Area per Sprinkler 112.0 sq ftl Model: V27
Hose Allowance Inside 0 gpm I K-Factor: 5.06
Hose Allowance Outside 250 gpm I Temperature Rating: 155
CALCULATION SUMMARY 17 Flowing Outlets
gpm Required: 672.5 psi Required: 77.3 @ CITY SERVICE
WATER SUPPLY
Water Flow Test Pump Data
Date of Test 3-11-08 1 Rated Capacity 0 gpm
Static Pressure 104.0 psi I Rated Pressure 0.0 psi
Residual Pres 74.0 psi ( Elevation 0
At a Flow of 1920 gpm Make:
Elevation -71011 Model:
Location: TAMARACK DRIVE
Source of Information: CONN WATER CO
SYSTEM VOLUME 485 Gallons
Notes:
`•,�
O
G5
.A 5
2
ACV Cy ,'
ti
$ uC.No.00012
FF G AINE
M & R Liquors Drawing Date:9-29-08 10130108 10:21
HYDRAULIC CALCULATION DETAILS
HYDRAULIC FLOW LOSS
QTY DESCRIPTION LENGTH C ID gpm psi TOTALS
Hydr Ref W Required at Hyd Area 2 423 66.0 psi
1 4" Grvd 90 Ell Firelock 10' 120 4.026 423 0.5
1 Pipe 4" 10x21 3' 120 4.260 423 0.1
Elevation Change 3'0" 1.3
1 4" Grvd Shotgun Valve 1190" 21' 120 4.026 423 1. 1
2 4" Grvd Butterfly Valve VIC 11705W" 24' 120 4.026 423 1.3
1 4" Grvd Back Flow Valve Ames "200" CHART LOSS 423 6.1
1 6" x 4" Fingd 90 Ell 14' 120 6.065 423 0.1
1 Pipe 6" DIx18 Cl 350 100' 140 6.338 423 0.4
1 Pipe 8" DIxl8 Cl 350 250' 140 8.488 423 0.3
Fixed Flow Outside Hose Allow. 250 gpm
Hydr Ref R1 Required at CITY SERVICE 673 77.3 psi
Water Sourcel01.0 psi static, 71.0 psi residual @ 1920 gpm 673 gpm 96.7 psi
SAFETY PRESSURE 19.4 psi
NOTE: Water Source has been adjusted to include a change of elevation of
-7'0" flow test to point of connection
Available Pressure of 96.7 psi Exceeds Required Pressure of 77.3 psi
This is a safety margin of 19.4 psi or 20 % of Supply
Maximum Water Velocity is 16.9 fps
M & R Liquors Drawing Date:9-29-08 10130108 10:21
Page 3
FITTING NAME TABLE
ABBREV. NAME
C Coupling
E 90' Standard Elbow
F 45' Elbow
S Straight Flow Thru Tee
T 90' Flow Thru Tee
V Valve
LEGEND
HYD REF Hydraulic reference. Refer to accompanying flow diagram. _
K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P
Qa Flow added or subtracted
Qt Total flow
DIA Actual. internal diameter of pipe
C Hazen Williams pipe roughness factor
Pf/ft Friction loss per foot of pipe
PIPE Length of pipe
FTNG'S Number of fittings. See table above.
TOTAL Total length (PIPE + FTNG'S)
Pt Total pressure (psi) at fitting
Pe Pressure due to change in elevation
where Pe = 0.433 x change in elevation
Pf Friction loss (psi) to fitting
where Pf = 1 x 4.52 x (Q/C) ^1.85 / ID^4.87
Pv Velocity pressure (psi)
where Pv = 0.001123 x Q^2/ID^4
Pn Normal pressure (psi) , where Pn = Pt - Pv
NOTES:
- Pressures are balanced to 0.01 psi. Pressures are listed to
0.1 psi. Addition may vary by 0.1 psi due to accumulation of
round off.
- Calculations conform to NFPA 13.
- Velocity Pressures are not considered in these Calculations
M & R Liquors Drawing Date:9-29-08 10130108 10:21
Page 4
NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL
NUMBER K-FACTOR FLOW FLOW DENSITY
(FT) (GPM/ (PSI^i) ) (PSI) (GPM) (GPM) (GPM/SQ.FT)
20 20.00 24.4
20S 19.33 5.06 24.1 24.9 22.4 0.22
21 20.00 21.9
21S 19.33 5.06 21.7 23.6 22.4 0.21
22 20.00 20.4
22S 19.33 5.06 20.3 22.8 22.4 0.20
23 20.00 19.9
23S 19.33 5.06 19.7 22.5 22.4 0.20
24 20.00 19.7
24S 19.33 5.06 19.6 22.4 22.4 0.20
25 20.00 26.2
25S 19.33 5.06 25.9 25.8 22.4 0.23
26 20.00 24.2
26S 19.33 5.06 24.0 24.8 22.4 0.22
27 20.00 23.4
27S 19.33 5.06 23.2 24.4 22.4 0.22
28 20.00 23.3
28S 19.33 5.06 23.1 24.3 15.0 0.32
30 20.00 26.5
30S 19.33 5.06 26.2 25.9 22.4 0.23
31 20.00 25.5
31S 19.33 5.06 25.3 25.4 22.4 0.23
32 20.00 25.4
32S 19.33 5.06 25.1 25.4 16.0 0.32
33 20.00 28.6
33S 19.33 5.06 28.3 26.9 22.4 0.24
35 20.00 26.5
35S 19.33 5.06 26.2 25.9 22.4 0.23
36 20.00 25.5
36S 19.33 5.06 25.2 25.4 22.4 0.23
37 20.00 25.3
37S 19.33 5.06 25.1 25.3 16.0 0.32
38 20.00 28.6
38S 19.33 5.06 28.2 26.9 22.4 0.24
99 20.00 27.6
100 20.00 26.6
101 20.00 26.5
102 20.00 27.7
103 20.00 26.7
104 20.00 26.5
105 20.00 27.3
106 20.00 25.3
107 20.00 24.5
108 20.00 24.4
109 20.00 25.5
110 20.00 22.9
111 20.00 21.4
112 20.00 20.8
113 20.00 20.6
120 20.00 29.8
121 20.00 29.9
M & R Liquors Drawing Date:9-29-08 10130108 10:21
Page 5
NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL
NUMBER K-FACTOR FLOW FLOW DENSITY
(FT) (GPM/ (PSI^1,i) ) (PSI) (GPM) (GPM) (GPM/SQ.FT)
A8 20.00 46.1
A9 19.42 55.7
A10 7.08 63.8
El 20.00 38.4
E2 20.00 38.5
E3 20.00 38.8
E4 20.00 39.0
E5 20.00 39.1
E6 20.00 39.4
W 7.08 66.0
Max velocity of 16.93 occurs in the pipe from E6 TO 109
Nodes with "S" indicate a node at the top of a sprig or bottom
of drop pendent. The node without an "S" is on the branch.
M & R Liquors Drawing Date:9-29-08 10130108 10:21
Tyco Fire Products Page 6
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Ph
PATH 1 FROM HYDRAULIC REFERENCE 24 TO W (PRIMARY PATH)
22.40 1.049 lE 0.67 19.6 19.6 K = 5.06
24S C=120 2.00 -0.3 0.0
22.40 0.160 2.67 0.4 19.6 Vel = 8.40
1.049 1T 0.67 19.7 19.7 EqK = 5.04
24 C=120 5.00 0.0 0.0
22.40 0.160 5.67 0.9 19.7 Vel = 8.40
1.682 9.00 20.6 20.6
113 C=120 0.00 0.0 0.0
22.40 0.016 9.00 0.1 20.6 Vel = 3.27
22..48 1.682 10.00 20.8 20.8
112 C=120 0.00 0.0 0.0 See PATH 2
44.88 0.058 10.00 0.6 20.8 Vel = 6.54
22.79 1.682 12.00 21.4 21.4
111 C=120 0.00 0.0 0.0 See PATH 3
67.67 0.124 12.00 1.5 21.4 Vel = 9.87
23.56 1.682 12.00 22.9 22.9
110 C=120 0.00 0.0 0.0 See PATH 4
91.23 0.216 12.00 2.6 22.9 Vel = 13.30
24.86 1.682 1T 31.36 25.5 25.5
109 C=120 9.90 0.0 0.0 See PATH 8
116.09 0.338 41.26 13.9 25.5 Vel = 16.93
306.42 3.260 45.47 39.4 39.4
E6 C=120 0.00 0.0 0.0 See PATH 5
422.51 0.147 45.47 6.7 39.4 Vel = 16.40
3.260 2E 24.78 46.1 46.1
A8 C=120 1T 38.97 0.3 0.0
422.51 0.147 63.76 9.4 46.1 Vel = 16.40
4.260 2E 17.15 55.7 55.7
A9 C=120 1T 52.67 5.3 0.0
422.51 0.040 69.81 2.8 55.7 Vel = 9. 60
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
M & R Liquors Drawing Date:9-29-08 10130108 10:21
Tyco Fire Products Page 7
HYD. Qa DIA. FITTING PIPE Pt Pt
REF licit TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
PATH 1 FROM HYDRAULIC REFERENCE 24 TO W (PRIMARY PATH)
4.260 2E 28.50 63.8 63.8
A10 C=120 26.33 0.0 0.0
422.51 0.040 54.84 2.2 63.8 Vel = 9.60
W 422.51 66.0 K = 51.99
PATH 2 FROM HYDRAULIC REFERENCE 23 TO 112
22.48 1.049 1E 0.67 19.7 19.7 K = 5.06
23S C=120 2.00 -0.3 0.0
22.48 0.162 2.67 0.4 19.7 Vel = 8.43
1.049 1T 0.67 19.9 19.9 EqK = 5.04
23 C=120 5.00 0.0 0.0
22.48 0.162 5.67 0.9 19.9 Vel = 8.43
112 22.48 20.8 K = 4.93
PATH 3 FROM HYDRAULIC REFERENCE 22 TO 111
22.79 1.049 lE 0.67 20.3 20.3 K = 5.06
22S C=120 2.00 -0.3 0.0
22.79 0.166 2.67 0.4 20.3 Vel = 8.54
1.049 1T 0.67 20.4 20.4 EqK = 5.04
22 C=120 5.00 0.0 0.0
22.79 0.166 5.67 0.9 20.4 Vel = 8.54
111 22.79 21.4 K = 4.93
PATH 4 FROM HYDRAULIC REFERENCE 21 TO 110
23.56 1.049 lE 0.67 21.7 21.7 K = 5.06
21S C=120 2.00 -0.3 0.0
23.56 0.176 2.67 0.5 21.7' Vel = 8.83
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
M & R Liquors Drawing Date:9-29-08 10130108 10:21
Tyco Fire Products Page 8
HYD. Qa DIA. FITTING PIPE Pt Pt
REF ^C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
PATH 4 FROM HYDRAULIC REFERENCE 21 TO 110 CONTINUED
1.049 1T 0.67 21.9 21.9 EqK = 5.04
21 C=120 5.00 0.0 0.0
23.56 0.176 5.67 1.0 21.9 Vel = 8.83
110 23.56 22.9 K = 4.93
PATH 5 FROM HYDRAULIC REFERENCE 28 TO E6
24.32 1.049 lE 0.67 23.1 23.1 K = 5.06
28S C=120 2.00 -0.3 0.0
24.32 0.187 2.67 0.5 23.1 Vel = 9.12
1.049 1T 0.55 23.3 23.3 EqK = 5.04
28 C=120 5.00 0.0 0.0
24.32 0.187 5.55 1.0 23.3 Vel = 9.12
1. 682 8.19 24.4 24.4
108 C=120 0.00 0.0 0.0
24.32 0.019 8.19 0.2 24.4 Vel = 3.55
24.39 1. 682 12.00 24.5 24.5
107 C=120 0.00 0.0 0.0 See PATH 6
48.71 0.068 12.00 0.8 24.5 Vel = 7.10
24.79 1.682 14.00 25.3 25.3
106 C=120 0.00 0.0 0.0 See PATH 7
73.50 0.145 14.00 2.0 25.3 Vel = 10.72
25.75 1. 682 1T 35.36 27.3 27.3
105 C=120 9.90 0.0 0.0 See PATH 13
99.25 0.253 45.26 11.4 27.3 Vel = 14.47
207.17 3.260 3.01 38.8 38.8
E3 C=120 0.00 0.0 0.0 See PATH 9
306.42 0.081 3.01 0.2 38.8 Vel = 11.89
4.260 0.67 39.0 39.0
E4 C=120 0.00 0.0 0.0
306.42 0.022 0.67 0.0 39.0 Vel = 6.97
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
M & R Liquors Drawing Date:9-29-08 10130108 10:21
Tyco Fire Products Page 9
HYD. Qa DIA. FITTING PIPE Pt Pt
REF licit TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Ph
PATH 5 FROM HYDRAULIC REFERENCE 28 TO E6 CONTINUED
3.260 4.33 39.1 39.1
E5 C=120 0.00 0.0 0.0
306.42 0.081 4.33 0.4 39.1 Vel = 11.89
E6 306.42 39.4 K = 48.82
PATH 6 FROM: HYDRAULIC REFERENCE 27 TO 107
24.39 1.049 1E 0.67 23.2 23.2 K = 5.06
27S C=120 2.00 -0.3 0.0
24.39 0.188 2.67 0.5 23.2 Vel = 9.14
1.049 1T 0.67 23.4 23.4 EqK = 5.04
27 C=120 5.00 0.0 0.0
24.39 0.188 5.67 1.1 23.4 Vel = 9.14
107 24.39 24.5 K = 4.93
PATH 7 FROM HYDRAULIC REFERENCE 26 TO 106
24.79 1.049 1E 0.67 24.0 24.0 K = 5.06
26S C=120 2.00 -0.3 0.0
24.79 0.194 2.67 0.5 24.0 Vel = 9.29
1.049 1T 0.67 24.2 24.2 EqK = 5.04
26 C=120 5.00 0.0 0.0
24.79 0.194 5.67 1.1 24.2 Vel = 9.29
106 24.79 25.3 K = 4.93
PATH 8 FROM HYDRAULIC REFERENCE 20 TO 109
24.86 1.049 1E 0.67 24.1 24.1 K = 5.06
20S C=120 2.00 -0.3 0.0
24.86 0.195 2.67 0.5 24.1 Vel = 9.32
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
M & R Liquors Drawing Date:9-29-08 10130108 10:21
Tyco Fire Products Page 10
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
PATH 8 FROM HYDRAULIC REFERENCE 20 TO 109 CONTINUED
1.049 1T 0.67 24.4 24.4 EqK = 5.04
20 C=120 5.00 0.0 0.0
24.86 0.195 5.67 1.1 24.4 Vel = 9.32
109 24.86 25.5 K = 4.93
PATH 9 FROM.HYDRAULIC REFERENCE 37 TO E3
25.33 1.049 lE 0.67 25.1 25.1 K = 5.06
37S C=120 2.00 -0.3 0.0
25.33 0.202 2.67 0.5 25.1 Vel = 9.50
1.049 1T 0.67 25.3 25.3 EqK = 5.04
37 C=120 5.00 0.0 0.0
25.33 0.202 5.67 1.1 25.3 Vel = 9.50
1.682 8.00 26.5 26.5
101 C=120 0.00 0.0 0.0
25.33 0.020 8.00 0.2 26.5 Vel = 3.69
25.41 1.682 14.00 26.6 26.6
100 C=120 0.00 0.0 0.0 See PATH 11
50.74 0.073 14.00 1.0 26.6 Vel = 7.40
25.89 1.682 14.00 27.6 27.6
99 C=120 0.00 0.0 0.0 See PATH 14
76.63 0.157 14.00 2.2 27.6 Vel = 11.17
26.89 1.682 1T 21.36 29.8 29.8
120 C=120 9.90 0.0 0.0 See PATH 16
103.53 0.273 31.26 8.5 29.8 Vel = 15.09
3.260 9.42 38.4 38.4
E1 C=120 0.00 0.0 0.0
103.53 0.011 9.42 0.1 38.4 Vel = 4.02
103.64 3.260 7.92 38.5 38.5
E2 C=120 0.00 0.0 0.0 See PATH 10
207.17 0.039 7.92 0.3 38.5 Vel = 8.04
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
M & R Liquors Drawing Date:9-29-08 10130108 10:21
Tyco Fire Products Page 11
HYD. Qa DIA. FITTING PIPE Pt Pt
REF licit TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
E3 207.17 38.8 K = 33.26
PATH 10 FRCM HYDRAULIC REFERENCE 32 TO E2
25.36 1.049 1E 0.67 25.1 25.1 K = 5.06
32S C=120 2.00 -0.3 0.0
25.36 0.202 2.67 0.5 25.1 Vel = 9.51
1.049 1T 0.75 25.4 25.4 EqK = 5.04
32 C=120 5.00 0.0 0.0
25.36 0.202 5.75 1.2 25.4 Vel = 9.51
1.682 8.00 26.5 26.5
104 C=120 0.00 0.0 0.0
25.36 0.020 8.00 0.2 26.5 Vel = 3.70
25.44 1.682 14.00 26.7 26.7
103 C=120 0.00 0.0 0.0 See PATH 12
50.80 0.073 14.00 1.0 26.7 Vel = 7.41
25.92 1.682 14.00 27.7 27.7
102 C=120 0.00 0.0 0.0 See PATH 15
76.72 0.157 14.00 2.2 27.7 Vel = 11.19
26.92 1.682 1T 21.36 29.9 29.9
121 C=120 9.90 0.0 0.0 See PATH 17
103.64 0.274 31.26 8.6 29.9 Vel = 15.11
E2 103. 64 38.5 K = 16.71
PATH 11 FROM HYDRAULIC REFERENCE 36 TO 100
25.41 1.049 1E 0. 67 25.2 25.2 K = 5.06
36S C=120 2.00 -0.3 0.0
25.41 0.203 2.67 0.5 25.2 Vel = 9.53
1.049 1T 0.67 25.5 25.5 EqK = 5.04
36 C=120 5.00 0.0 0.0
25.41 0.203 5. 67 1.1 25.5 Vel = 9.53
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
M & R Liquors Drawing Date:9-29-08 10130108 10:21
Tyco Fire Products Page 12
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
100 25.41 26.6 K = 4.93
PATH 12 FROM HYDRAULIC REFERENCE 31 TO 103
25.44 1.049 1E 0.67 25.3 25.3 K = 5.06
31S C=120 2.00 -0.3 0.0
25.44 0.203 2.67 0.5 25.3 Vel = 9.54
1.049 1T 0.75 25.5 25.5 EqK = 5.03
31 C=120 5.00 0.0 0.0
25.44 0.203 5.75 1.2 25.5 Vel = 9.54
103 25.44 26.7 K = 4.92
PATH 13 FROM HYDRAULIC REFERENCE 25 TO 105
25.75 1.049 lE 0.67 25.9 25.9 K = 5.06
25S C=120 2.00 -0.3 0.0
25.75 0.208 2.67 0.6 25.9 Vel = 9.65
1.049 1T 0.67 26.2 26.2 EqK = 5.03
25 C=120 5.00 0.0 0.0
25.75 0.208 5.67 1.2 26.2 Vel = 9.65
105 25.75 27.3 K = 4.92
PATH 14 FROM HYDRAULIC REFERENCE 35 TO 99
25.89 1.049 lE 0.67 26.2 26.2 K = 5.06
35S C=120 2.00 -0.3 0.0
25.89 0.210 2.67 0.6 26.2 Vel = 9.71
1.049 1T 0. 67 26.5 26.5 EqK = 5.03
35 C=120 5.00 0.0 0.0
25.89 0.210 5.67 1.2 26.5 Vel = 9.71
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
M & R Liquors Drawing Date:9-29-08 10130108 10:21
Tyco Fire Products Page 13
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Ph
99 25.89 27.6 K = 4.92
PATH 15 FROM HYDRAULIC REFERENCE 30 TO 102
25.92 1.049 1E 0.67 26.2 26.2 K = 5.06
30S C=120 2.00 -0.3 0.0
25.92 0.210 2.67 0.6 26.2 Vel = 9.72
1.049 1T 0.75 26.5 26.5 EqK = 5.03
30 C=120 5.00 0.0 0.0
25.92 0.210 5.75 1.2 26.5 Vel = 9.72
102 25.92 27.7 K = 4.92
PATH 16 FROM HYDRAULIC REFERENCE 38 TO 120
26.89 1.049 lE 0.67 28.2 28.2 K = 5.06
38S C=120 2.00 -0.3 0.0
26.89 0.225 2.67 0.6 28.2 Vel = 10.08
1.049 1T 0.67 28.6 28.6 EqK = 5.03
38 C=120 5.00 0.0 0.0
26.89 0.225 5.67 1.3 28.6 Vel = 10.08
120 26.89 29.8 K = 4.92
PATH 17 FROM HYDRAULIC REFERENCE 33 TO 121
26.92 1.049 IE 0.67 28.3 28.3 K = 5.06
33S C=120 2.00 -0.3 0.0
26.92 0.226 2.67 0.6 28.3 Vel = 10.09
1.049 1T 0.75 28.6 28. 6 EqK = 5.03
33 C=120 5.00 0.0 0.0
26.92 0.226 5.75 1.3 28. 6 Vel = 10.09
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
M & R Liquors Drawing Date:9-29-08 10130108 10:21
Tyco Fire Products Page 14
HYD. Qa DIA. FITTING PIPE Pt Pt
REF "C" TYPES FTNG'S Pe Pv ******* NOTES *******
POINT Qt Pf/ft TOTAL Pf Pn
121 26.92 29.9 K = 4.92
UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI)
Job Water Required Hose Allowance
M&R Liquors Static Pressure: 104.0 psi Pressure: 77.3 psi Inside: 0 gpm
218 Buckland Road Residual Pressure: 74.0 psi System Flow: 423 gpm Outside: 250 gpm
South Windsor, CT Flow: 1920 gpm System+Hose: 673 gpm
Remote Area:2 Date: 3-11-08 Safety Pres: 19.4 psi
Loc:TAMARACK DRIVE Head Elev Pres: 66.0 psi
140
120
10
Su ly
80
250 pm hose
66.0 rsL
60
40
20
400 600 800 1000 1200 1400 1600 1800 200C
Flnw fnnml
Central Connecticut Fire
Protection Inc.
P.O.BOX 1825
MERIDEN,CONNECTICUT 06450 DATE: 10/31/2008 JOB NO:3029
(203)238-2122 FAX(203)238-2262 ATTENTION:Walter Summers
CT LIC.#F1-1501 RE:M&R Liquors
TO: South Windsor Town Hall
1540 Sullivan Avenue
South Windsor, CT 0 0 07 y
Attn: Fire Marshal
WE ARE SENDING YOU []ATTACHED []UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS:
[X]SHOP DRAWINGS []PRINTS []PLANS []SAMPLES []SPECIFICATIONS
[]COPY OF LETTER []CHANGE ORDER []
COPIES DATE NO. DESCRIPTION
1 10-30-08 FP1 Fire Protection Shop Drawings
1 10-30-08 Hydraulic Calculations
THESE ARE TRANSMITTED as checked below:
[]FOR APPROVAL []APPROVED AS SUBMITTED []RESUBMIT COPIES FOR APPROVAL
[x]FOR YOUR USE []APPROVED AS NOTED [j SUBMIT COPIES FOR DISTRIBUTION
[]AS REQUESTED []RETURNED FOR CORRECTIONS []RETURN CORRECTED PRINTS
[X ]FOR REVIEW AND COMMENT
[]FOR BIDS DUE (]PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPY TO
SIGNED: Jeffrey Germaine
If enclosures are not as noted kindly notify us at once
Electric# _ APPLICATION Plumb
HVAC # — 206 Buckland Road Dat OV
1FIVAC #
Sprinlder## 31267
v FINAL APPROVALS _ — - -- EstitDE
�. Building ' r COMPLETE RED BOXED AREAS__-- -� Permit Fee �
5 Engineering TYPE OR PRINT ONLY Occu ancy Fee E
Z Affdavit pp .for ►
CO.A SIGN ON REVERSE SIDE Eng.�nsp.1~ee
L_ I Total Fee
TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $
The undersigned hereby applies to do work according to the following:
Applicant n of Work z
Applicant's Address e"3 Lot No.
_ Tel,# �(o�d -7�{ �14(o
TownZip (3t. 7�i I ic.#-M—_4 Owner Architect
mpees Address _ Architects AddresPt
Zp-OL I. _Zip
z Sq.Ft.New Area: 1st FI. 2nd FI. 3rd R. Total New Area
Q Purpose of this permit � _� h:!I
City Watero Well❑ Septic System❑ Sewerof
Ina: HO SP Cert. Area Basement Garage
Approved 1 Date Use Crreap— construction Type `
RwisW=2
r
U
U
hereby agree to conform to all the requirements of the Laws of to State of Comsat}and the Ordinances of the Town of
South Windsor and to notify the Building Inspector of arty alteration in the plans or specIncatlons of the Bulk N for which this
permll to asked,and agree that this building is to be located the proper distance from sill street Imes,side yard lines,and required
distancsa from all other zones and Is located in which this bulkkq and Its use is allowed.
Signed „ _ lu&b
I hereby apply for a Certificate of Occupancy for the work described in this application for the permit.
Signed
DO NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
-- Cl nccn
PERMIT ri PA 17-176
PER: P AND
AND CGS
- 93
9 393
1400166 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER ELECTRICAL PERMIT
DATE: 05/27/2014
GIS ID: 15300206 FEE: 150.00
MUNIS APPLICATION# 201400516 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: L. J. ELECTRIC CO.,INC. ADDRESS: 206 BUCKLAND ROAD
ADDRESS: 705 NORTH MOUNTAIN ROAD OWNER: ROUNSEVILLE MARRION & ROY TRUSTEES
SUITE A212 206 BUCKLAND RD
NEWINGTON,CT 06111 SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: SUPPLY AND INSTALL 3 NEW LIGHT POLES ON EXISTING BASES.
L AT ON LEFT SIDE OF MAIN ROAD. EASES I TALLED WHEN
v��3 r ,
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
t
CONSTRUCTION TYPE:
OCCUPANCY GROUP. BUILDING OFFICIAL
5/27/2014 3:29 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE