BUILDING 4 - FP1 (002)Job: PROPOSED MULTI -UNIT RESIDENTIAL BUILDING
Address: 9 SOUTH MASON ST - BUILDING 4
City: SALEM State: MA
Zip/Postal Code: 01970
Contract #: 380-008
Contractor: VILLAGE FIRE PROTECTION
Address: 86 MILFORD ST
City: MILFORD
Date: 10/15/2018
Designer: JFP SOLUTIONS, INC.
State: NH Zip/Postal Code: 03055
Phone: (603) 672-6267 Fax: Email:
Approving Authority: SALEM FD
Design Defaults
Default Sprig Size:
Default Sprig Material:
Default Sprig Elevation:
1
CPVC
0
Standards: NFPA 13R
Default Drop Size: 1
Default Drop Material: CPVC
Default Drop Elevation: 0
FIRE PROTECTION NOTES/NARRATIVE:
THE PURPOSE OF THIS FIRE PROTECTION DRAWING AND THE ASSOCIATED HYDRAULIC CALCULATIONS IS TO
INDICATE THE PROPOSED AUTOMATIC SPRINKLER SYSTEM TO BE INSTALLED WITHIN BUILDING 4, LOCATED AT 9
SOUTH MASON STREET IN SALEM, MASSACHUSETTS.
THIS BUILDING (BUILDING 4) WILL BE A NEW THREE -LEVEL RESIDENTIAL BUILDING WITH NON-COMBUSTIBLE
INACCESSIBLE CRAWLSPACE BELOW. PER DISCUSSIONS WITH THE SALEM BUILDING DEPARTMENT, THE
CRAWLSPACE WILL NOT BE CONSIDERED PART OF THE AGGREGATE LIVING AREA OF THE BUILDING, RESULTING IN
A TOTAL AGGREGATE AREA OF LESS THAN 12,000 SF. ACCORDINGLY, THE SPRINKLER SYSTEM PROTECTING THIS
BUILDING HAS BEEN DESIGNED AND WILL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 9TH
EDITION OF THE INTERNATIONAL BUILDING CODE AND THE REQUIREMENTS OF NFPA 13R (2013 EDITION).
THE SPRINKLER CONTRACTOR SHALL FOLLOW THE LATEST REQUIREMENTS OF NFPA 13R (2013 EDITION),
MASSACHUSETTS STATE BUILDING CODE AND THE SALEM FIRE DEPARTMENT REQUIREMENTS.
THIS SYSTEM WILL BE SUPPLIED BY A NEW 4" FIRE SERVICE, TAPPED OFF THE EXISTING WATER MAIN ON SOUTH
MASON STREET. THE 4" SERVICE SHALL BE DESIGNED, INSTALLED, FLUSHED AND TESTED IN ACCORDANCE WITH
THE REQUIREMENTS OF NFPA 24 BY A LICENSED UNDERGROUND CONTRACTOR AND WILL ENTER THE HEATED
UTILITY ROOM AS INDICATED ON THIS DRAWING (DESIGNED BY OTHERS)
THE SPRINKLER CONTRACTOR WILL PROVIDE A 4" VIC-FLANGE, 4" BACKFLOW PREVENTER AND 4" MANIFOLD AS
INDICATED ON THIS DRAWING. A 2" STRAIGHT -PIPE RISER WILL SUPPLY THE RESIDENTIAL SPRINKLER PROTECTION
(SEE DETAIL THIS SHEET)
THE SYSTEM HAS BEEN HYDRAULICALLY CALCULATED IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 13R,
INCLUDING THE FOUR HYDRAULICALLY MOST DEMANDING HEADS IN A SINGLE COMPARTMENT BASED ON THE
REQUIREMENTS OF THE SPECIFIC SPRINKLER HEAD AND THE SPACING USED IN THIS DESIGN (16'x16' REQUIRING A
MINIMUM OF 16 GPM @ 7.6 PSI OR THE MINIMUM PRESSURE REQUIRED TO MEET 0.10 GPM/SF OVER THE ACTUAL
COVERAGE AREA). REMOTE AREAS, DENSITIES AND HOSE STREAM ALLOWANCES ARE INDICATED ON THIS
DRAWING. SYSTEM DEMANDS HAVE BEEN COMPARED TO HYDRANT FLOW DATA PERFORMED ON THE WATER MAIN
IN SOUTH MASON STREET. COPIES OF THE CALCULATIONS HAVE BEEN SUBMITTED WITH THESE DRAWINGS TO THE
SALEM FIRE DEPARTMENT AND BUILDING DEPARTMENT FOR REVIEW.
INSTALLATION NOTES:
ALL WORK SHALL BE PERFORMED BY A MASSACHUSETTS LICENSED SPRINKLER CONTRACTOR. THE SPRINKLER
CONTRACTOR SHALL FOLLOW THE LATEST REQUIREMENTS OF NFPA 13R (2013 EDITION), MASSACHUSETTS STATE
BUILDING CODE (9TH EDITION) AND THE SALEM FIRE DEPARTMENT.
THE ARCHITECTURAL BACKGROUND OF BUILDING MAY DIFFER SLIGHTLY FROM ACTUAL LAYOUT. DRAWINGS ARE
NOT INTENDED TO SHOW ALL OFFSETS AND PIPING ELEVATION CHANGES. CONTRACTOR SHALL FIELD VERIFY ALL
MEASUREMENTS PRIOR TO FABRICATION.
CONTRACTOR SHALL HYDROSTATICALLY TEST ALL SPRINKLER PIPING AT 200 PSI FOR 2 HOURS AND IS
RESPONSIBLE FOR THE COMPLETION OF ALL ABOVE GROUND TEST CERTIFICATES, SUPPLIED TO THE OWNER.
ALL PIPING SHALL BE UL LISTED CPVC SPRINKLER PIPING AND SHALL BE INSTALLED IN ACCORDANCE WITH THE
REQUIREMENTS OF NFPA 13 (2013 EDITION) AND ALL MANUFACTURERS INSTALLATION RECOMMENDATIONS.
SPRINKLER CONTRACTOR SHALL PROVIDE PROTECTIVE PLATES WHERE CPVC PIPING IS RUN THROUGH STUDS TO
PREVENT PUNCTURING OF THE SPRINKLER PIPING DURING DRYWALL INSTALLATION AS REQUIRED BY NFPA
STANDARDS.
ALL SPRINKLER HEADS SHALL BE RESIDENTIAL PENDENT AND SIDEWALL HEADS AND SHALL BE INSTALLED IN
ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AND THE REQUIREMENTS OF NFPA 13R (2013
EDITION).
THE BUILDING OWNER IS RESPONSIBLE FOR MAINTAINING THIS SPRINKLER SYSTEM IN ACCORDANCE WITH THE
REQUIREMENTS OF NFPA 25, INCLUDING THE PROVISION OF HEAT IN ALL AREAS CONTAINING SPRINKLER PIPING
AND HEADS TO PREVENT PIPE FROM FREEZING. JFP SOLUTIONS, INC. AND THE ENGINEER OF RECORD TAKE NO
RESPONSIBILITY FOR ANY DAMAGES CAUSED BY FREEZE UPS.
2" SYSTEM FEED
2" STRAIGHT -PIPE RISER WITH
PRESSURE GAUGE, FLOW SWITCH
AND I " COMBINATION TEST S
DRAIN
2%2"AMES C200 BACKFLOW
PREVENTER WITH MONITORED
BUTTERFLY VALVES
4x2%2" VIC-FLANGE
2" GROOVED CHECK
BALL DRIP
SPARE HEAD BOX
O
241 GROOVED TEE WITH CAP
(FOR FORWARD FLOW TESTING
OF BACKFLOW)
4.9
Z
0
(V
M
4" SERVICE (INSTALLED, FLUSHED, TESTED $ CUT TO
HEIGHT, BY OTHERS)
RISER DETAIL
SCALE: NOT TO SCALE
ELECTRIC BELL WITH
BACKER -BOX (WIRED BY
OTHERS)
4" PVC PIPE WITH TWO (2) FEMALE
ADAPTERS GLUED TO EACH END
AND THREADED PLUGS INTO
ADAPTERS. SECURE PIPE TO WALL
WITH METAL STRAPS. LABEL TUBE;
"SPRINKLER DRAWINGS"
SINGLE -INLET 2-1/2" FDC
CONNECTION (CONFIRM AND
MOUNT PER FD REQUIREMENTS)
I " x 2'-0 GALVI (THD BY
THD) THROUGH WALL WITH
45° EL AND WALL PLATE
Seal the clearance space around the sprinkler barrel to avoid
leakage of air into the protected area and consequent formation
of condensate around -the sprinkler frame, which could Inhibit oper-
ation or cause premature operation. Refer to Figure 10 below.
If humidity and temperature
differential causes corbdensation
on the exposed dry sprinkler
barrel, consider wrapping the
exposed barrel with Insulation,
foam Insulating tape,
or equivalent.
Install 1 inch NPT threaded
end of dry sidewall sprinkler
Into the 1 inch NPT outlet of
a malleable iron tee fitting
per ANSI B 16,3 (Class 150) or
cast Iron threaded tee Fitting
per ANSI 16.4 (Class 125) only.
Minimum watt opening:
diameter; L-3/4' (44,5 nn)
Maximum wall opening
diameter: 2-1/4' (57 rim).
Ambient
Tenperutwe
Barrel
Ambient 'Temperature
40TF/4•C1507irci60•F/i6•C
aF P. otected
h•ea at �
Discharge (me
of the Sprinkler
Exposed Hki✓w.r+ Barrel
Lengtheee Face of the
Tee to the dater
Surfaca of the Wall
In. free) In (n) in. On)
40'F ;4•c:
0
0
0
3o•F (-1`C)
0
0
0
2o•F (-7'C)
4 (low)
0
0
KIT (-12'C)
$ (21/3)
1 (25.4)
0
0'F (-WC)
12 (305)
3 (76)
0
1 (25.4)'
-10'F (-23'C)
14 (356)
4 (102)
-20'f (-29'C)14
(356)
6 (152)
3 (76)
-30'f (-34'C)
16 (406)
8 (203)
4 (l02)
-40"F (-4WD
18 (457)
8 (203)
4 c102)
-5o.4" (-46'C)
20 (508)10
(254)
6 (152)
6 (152)
-60•f (-51•C)
20 Mar
10 (254)
13/16' Cewing
(20.6 me)
4' (102 rn) MlrtIrnn
6' (152 nn) hhxInum
(Protected
Area)
Cuter
Surface
of the Vail
1
/8' (15.9 ram)
3-1/16'
(77,8 mm)
(38.1 mm)
diameter. Sleeve
finish matches
escutcheon finish
Up to 2' (50.8 mr+)
of adjustment
Is available.
5-1/4'
(133.4 rim)
maximum
NOTE. To locate the
Deflector at deflector at the
Moadlnun Distance maxbqum distance from
from VGLI the wall, with no
adjustment avaaable.
order the standard
dry horizontal side -
wall sprinkler 1'
longer than the 'A'
dimension.
3-1/4'
(82,6 elm)
NOTE; To locate the
deflector at the
einimun distance from
the wall, with no
adjustment available,
order the standard
dry horizontal side -
wall sprinkler 1'
shorter than the
'A' dimension
Deflector at
m inum Distance
Fran Vail
*May be allowed up to 18' (457 mm) for certain FM
installations. Refer -to the appropriate Installation standards,
Including NFPA 13 and/or FM Loss Prevention Data Sheet 2-0.
wwThe protected area refers to the area below the ceiling,
The ambient temperature Is the temperature at the discharge end of the sprinkler..
For protected area temperatures that occur between the
values listed, use the next cooler temperature,
wwwThe minimum required) barrel length is not the sane as the 'A' dimension.
Refer to Figures 3, 5, and 7 for the 'A' dimension.
Exposed minimum barrel lengths are Inclusive up to 30 mph wind velocities.
WOOD JOIST CONSTRUCTION
RESIDENTIAL
CONCEALED
SPRINKLER
HEAD (K=4.9)
TYPICAL
MAINTAIN
NFPA 13R
OBSTRUCTION
CRITERIA
(TYPICAL)
CPVC MAIN LOCATED WITHIN
HVAC SOFFIT FEEDING
BRANCHLINES LOCATED WITHIN
JOIST CHANNELS (TYPICAL)
GYPSUM BOARD
CEILING ON WOOD
STRAPPING
TYPICAL RESIDENTIAL PENDENT SPRINKLER INSTALLATION
NOT TO SCALE
L
CO
a
12
REF
Z
.
UP
UP
DECK + 13'-0"
AHO
7407
UNCOV RED
I: �, K. 3'-0
IF.�
E
CV
2-412
1-0
2
Tee with same
:outlet size as.
s. I_'r i n k. I e r t h rea d
_size.
-;e ' Irril-Ic)rt.arlt
Installation
Information", Later
rl this; i_li:'i:_.i_irrierit
UP
Fo
4-312
JPVIT #112
REF
PROVIDE DRY-SIDEWALL HEADS BELOW
COMBUSTIBLE OVERHANGS (TYPICAL)
NOTE: SPRINKLER CONTRACTOR TAKES
FULL RESPONSIBILITY FOR PROPER
LENGTH SELECTION AND PROPER
INSTALLATION OF ALL DRY-SIDEWALL
HEADS IN ACCORDANCE WITH THE
MANUFACTURER'S LISTING
(Min. 1 .;a')
Recessed
UP
DECK + 13'-O"
C
/
1 FA:"
2N:'
UP
Dia.
UP
4-312
Ln
0
A
UP
REF
NOTE: SPRINKLER HEAD LOCATIONS HAVE NOT
BEEN COORDINATED WITH CEILING -MOUNTED
FIXTURES OR OTHER POTENTIAL OBSTRUCTIONS.
ACTUAL LOCATIONS OF HEADS SHALL BE
FIELD -COORDINATED IN ACCORDANCE WITH THE
OBSTRUCTION RULE OF NFPA 13 (2013 EDITION).
r%/I•Al•I///////////////O�//�//d'//d'
r o
1-0' 2
0
UNCOVERED
GROUND LEVEL SPRINKLER LAYOUT
SCALE: %4" = 1'-0"
/0
3-7
UP
2-612
5-0
A nao
0 066 >
C
7-8 6-4
A
UNIT #6 I
Ir
N i
6-2V
UNI #5
z
0
6-212 - 7-912
2
1 4/4
2-0 - 9-0
112 --o
3-1' 2
12
2-0
CO
UNCOVERED
�rrnll"
-1 1 2
s-0
err
FREEZE PR❑TECTI❑N
THE BUILDING OWNER IS RESPONSIBLE FOR PROVIDING HEAT IN ALL
AREAS CONTAINING SPRINKLER PIPING AND HEADS TO PREVENT PIPE
FROM FREEZING. ANY AREAS THAT RAISE CONCERN WITH REGARD TO
FREEZING POTENTIAL SHALL BE BROUGHT TO THE ENGINEER'S
ATTENTION, IN WRITING, PRIOR TO INSTALLATION. JFP SOLUTIONS,
INC. AND THE ENGINEER OF RECORD TAKE NO RESPONSIBILITY FOR
DAMAGES CAUSED BY FREEZE -UPS OF THE SPRINKLER SYSTEM.
O/
e, a`: -al
�r 7
0
0
3-1012
UNIT #4 I
a
CO
4112.
14 IA
o.°
REF
L
00
REF
0
O
_-.
Z
PROVIDE 4" STORZ
CONNECTION (TYPE AND FINAL
LOCATION TO BE VERIFIED
WITH SALEM FIRE DEPARTMENT
PRIOR TO INSTALLATION)
4" FIRE SERVICE (DESIGNED,
INSTALLED, FLUSHED AND TESTED
PER NFPA 24, BY OTHERS)
2 %2" BACKFLOW PREVENTER, 2"
STRAIGHT -PIPE RESIDENTIAL RISER
AND FDC FEED (SEE DETAIL, THIS
SHEET)
UNCOVERED
ENTRYWAY
•
UP
UNCOVERWO
ENTRYWAY
UP
UP
PROVIDE BULK RESIDENTIAL 2"
CPVC MAIN RUNNING THROUGH
SOFFIT ON GROUND LEVEL
(FIELD -VERIFY LOCATION)
Source Information
Date of Flow Test / Info : 3/6/2018
Location of flow test data :
END OF BUFFUM ST. EXT.
Source of flow test data :
JFP SOLUTIONS
Source Data Points
Pressure Flow
80.00 0.00
60.00 750.00
Pump Data Points
Pressure Flow
O
s
E
W
DESIGNED BY:
REVISIONS
HEAD BLOCK
JFP SOLUTIONS, INC. 1;1
FIRE PROTECTION CONSULTING SERVICES
P.O. Box 1234
Lynnfield, Massachusetts 01940
Telephone: (781) 389-7999
E-Mail: TDJFP 1 @Yahoo. Com
DATE
DESCRIPTION
BY
SYM
CNT
POSITION
FINISH
TEMP
NPT
MFG.
-.,,
97
RES PENDENT
WHITE
155
5.80
1/2"
REL.
No
5
DRY SIDEWALL
WHITE
155
5.60
1/2"
REL.
37
RES. SIDEWALL
BRASS
155
5.80
1/2"
REL.
CPVC SPRINKLER PIPING
STEEL SPRINKLER PIPING
-
SPRINKLER CONTRACTOR
VILLAGE FIRE PROTECTIO
86 MILFORD STREET
MILFORD, NH 03055
(603) 672-6267
\EW AUTOMATIC NFPA 13. SPRINKLER SYSTEM
BUILD-I\G 4
9 SOUTH MASON STREET
SALEM, MASSACHUSETTS 03055
PROJECT ADDRESS
SPRINKLER SYSTEM
PERMIT SET
PERMIT NO.
CONTRACT NO.
380-008
APPROVAL
SALEM FD
DRAWN BY
T. JENKINS
SCALE
1 /4"=1'-0"
DATE
10/15/2018
REVISED
FP1of2
o
z
0
.
•
1
N OF Mqs
JASON M.C.
KAHAN
FIRE PROTECTION
o. 4838
/STER
m
PLOTTED