BUILDING 4 - FP1-1 Job: PROPOSED MULTI-UNIT RESIDENTIAL BUILDING NOTE: SPRINKLER HEAD LOCATIONS HAVE NOT FREEZE PR❑TECTI❑N
Address: 9 SOUTH MASON ST - BUILDING 4 BEEN COORDINATED WITH CEILING-MOUNTED THE BUILDING OWNER /S RESPONSIBLE FOR PROVIDING HEAT IN ALL
FIXTURES OR OTHER POTENTIAL OBSTRUCTIONS.
City: SALEM State: MA Zip/Postal Code: 01970 ACTUAL LOCATIONS OF HEADS SHALL BE AREAS CONTAINING SPRINKLER PIPING AND HEADS TO PREVENT PIPE
FIELD-COORDINATED IN ACCORDANCE WITH THE FROM FREEZING. ANYAREAS THAT RAISE CONCERN WITH REGARD TO
Contract #. 380-008 Date: 10/15/2018 OBSTRUCTION RULE OF NFPA 13 (2013 EDITION). FREEZING POTENTIAL SHALL BE BROUGHT TO THE ENGINEER'S
-1 Seal the clearance space around the sprinkler, barrel to avoid (133.4 mm) ATTENTION, IN WRITING, PRIOR TO INSTALLATION. JFP SOLUTIONS,
Contractor: VILLAGE FIRE PROTECTION Designer: JFP SOLUTIONS, INC. leakage of air into the protected area and consequent formotlan Maximum
of condensate around the sprinkler Frame, which could Inhibit oper- +� �+ INC. AND THE ENGINEER OF RECORD TAKE NO RESPONSIBILITY FOR
ation or cause premature operation. Refer to Figure to below. "' " DAMAGES CAUSED BY FREEZE-UPS OF THE SPRINKLER SYSTEM.
Address: 86 MILFORD ST If humidityy and temperature I
City: MILFORD State: NH Zip/Postal Code: 03055 differential causes condensation
on the exposed dry sprlWer
barrel, consider wrappin9 the
exposed barrel with ins, "+"�' ,---------- �� �+ NOTE- To locate the
p mini+ ---- + „
Phone: (603) 672-6267 Fax: Email: foan Insulating tape. , „ „ Deflector at deflector at the
or ! uivalent. IIIIII+' 13I16' Max:Ill lllstance maximum distance from
Approving Authority: SALEM FD q '"'"'' Gelling f-rpn411
Illln,i [20.6 ryq} tt'�e wolf, with no
Install 1 inch NPT threaded IIIII+ii !' 52 Pn)MaxiHirilnmums
order the staavandard
Intl of der sidewall s Ir+4[l!r �i��„�, 6 [152 nn) lloxlnu�■ order the standard
Y ; „ „ , dry horizontal side-
Into the 1 Inch NPT outlet of liii;;i; Up to 2' (50.8 mr+ r} wall sprinkle V
Design Defaults Standards: NFPA 13R a malleable iron tee fitting I of adjustment
per ANSI B 16.3 (Class 150) or di ension. the •A'
cast Iron threaded tee fitting !S' (15.9 mm)
Default Sprig Size: 1 Default Drop Size: 1 Is available.
per ANSI 16.4 [class Ill only. _ PROVIDE 4" STORZ
3-1l16'
Minimum wall mill ii ii (77.8 mm) i i i 3-1f4Mor ' NOTEi To locate the
Default Sprig Material: CPVC Default Drop Material: CPVC °°( �' „ „ , „ „ , CONNECTION (TYPE AND FINAL
diameter: L-3I� (44.5 n� (82,6 mm} deflector at the
(Ex osed ii ii i • „ „ ,i Minimum ni limun distance from
Default Sprig Elevation: 0 Default Drop Elevation: 0 Maximum wall opening Barrel) 1' " (Protected 1-1/2 (38.1 mn} " „ , the wall, with no LOCATION TO BE VERIFIED
diometlr -If4' (57 mn}. Area) dia+�eter. Sleeve '� " _ adjustment available, 069 WITH SALEM FIRE DEPARTMENT
Finish matches order the standard <��
Ambient Exposed acre outer escutcheon finish dry horizontal side- 066 212 PRIOR TO INSTALLATION)
Apoil t Temperature wall sprinkler 1' o N
� surface
iiiiiijill
Ten mature 41 F/4`t 5rFPl01[ rFJI6'C of the Wall - shorter than the 1 -7 2 1 --a
FIRE PROTECTION NOTES/NARRATIVE'. Ar ,�`,�aet: Exposed Nki+wr+ Barrel 1i 1I `A' dimension 11 Now Now?
Dlsdmarge Er+d Lengtheee Face of the i i pwFlector at
Tea to the doter 11 11 1i"inum Blstance.>
THE PURPOSE OF THIS FIRE PROTECTION DRAWING AND THE ASSOCIATED HYDRAULIC CALCULATIONS IS TO In Surfa`4n t,..the
o PROVIDE DRY-SIDEWALL HEADS BELOW 00lk From Wall 0 00 4" FIRE SERVICE (DESIGNED,
INDICATE THE PROPOSED AUTOMATIC SPRINKLER SYSTEM TO BE INSTALLED WITHIN BUILDING 4, LOCATED AT 9 40 F _ C;110 0 o o willbe allowed up to IS' (457 mm) for certain FM ( )COMBUSTIBLE OVERHANGS TYPICAL o o INSTALLED, FLUSHED AND TESTED
SOUTH MASON STREET IN SALEM, MASSACHUSETTS. 20'F (-7-0 4 (10b) 0 a installations. Refer to the appropriate Installation standards, N o PER NFPA 24, BY OTHERS)
Including PA 13 and/or FM Loss Prevention Data Sheet 2-0. M
10'f t-12'C> a [24 1 [ .4> o NOTE: SPRINKLER CONTRACTOR TAKES Mb 1
a'i C-1g'C> 12 (3Q5) 3 {76) O rlwThe protected area refers to the area below the ceiling, 2/2 BACKFLOW PREVENTER, 2
THIS BUILDING (BUILDING 4) WILL BE A NEW THREE-LEVEL RESIDENTIAL BUILDING WITH NON-COMBUSTIBLE -1o•F -IlrC)_ 14 (356) 3 (102) i (0 The ambient temperature Is the temperature at the discharge end of the sprinkler, FULL RESPONSIBILITY FOR PROPER 1 2 -
-2o•� (-29•e}I4 (3565 6 q52> 3 (76} Far protected area tempematures that occur between the STRAIGHT-PIPE RESIDENTIAL RISER
INACCESSIBLE CRAWLSPACE BELOW. PER DISCUSSIONS WITH THE SALEM BUILDING DEPARTMENT, THE values listed, use the next cooler temperature, LENGTH SELECTION AND PROPER - AND FDC FEED (SEE DETAIL, THIS
-30•F [-34•C}16 (446>8 (203 � (1021 wwwThe min(num
CRAWLSPACE WILL NOT BE CONSIDERED PART OF THE AGGREGATE LIVING AREA OF THE BUILDING, RESULTING IN -�F (-40'C>18 (457) 8 [203) 4 (102) required barrel length Is not the same as the 'A' dimension. INSTALLATION OF ALL DRY-SIDEWALL "
A TOTAL AGGREGATE AREA OF LESS THAN 12,000 SF. ACCORDINGLY, THE SPRINKLER SYSTEM PROTECTING THIS -5VF (-46*C}20 (500)10 (254 6 (152) Refer ba Figures s, s, and � far the to 0 mphlorm. N � SHEET)
-�'f [-St•[] 20 (sea?io tzs4 6 (isi?) Exposed minF+un barrel lengths are Inclusive up to 30 mph wind velacltles. HEADS IN ACCORDANCE WITH THE
BUILDING HAS BEEN DESIGNED AND WILL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 9TH MANUFACTURER'S LISTING 1 1 1
EDITION OF THE INTERNATIONAL BUILDING CODE AND THE REQUIREMENTS OF NFPA 13R (2013 EDITION).
3-7 7-8 6-4
THE SPRINKLER CONTRACTOR SHALL FOLLOW THE LATEST REQUIREMENTS OF NFPA 13R (2013 EDITION), UNIT #6
MASSACHUSETTS STATE BUILDING CODE AND THE SALEM FIRE DEPARTMENT REQUIREMENTS. Rr
N i
THIS SYSTEM WILL BE SUPPLIED BY A NEW 4" FIRE SERVICE, TAPPED OFF THE EXISTING WATER MAIN ON SOUTH UP A 1
MASON STREET. THE 4" SERVICE SHALL BE DESIGNED, INSTALLED, FLUSHED AND TESTED IN ACCORDANCE WITH < 1-012
THE REQUIREMENTS OF NFPA 24 BY A LICENSED UNDERGROUND CONTRACTOR AND WILL ENTER THE HEATED UP UNCOVERED
UTILITY ROOM AS INDICATED ON THIS DRAWING (DESIGNED BY OTHERS) WOOD JOIST CONSTRUCTION I ENTRY VIA) UP
5-512
THE SPRINKLER CONTRACTOR WILL PROVIDE A 4" VIC-FLANGE, 4" BACKFL NOW PREVENTER AND 4" MANIFOLD AS 1
INDICATED ON THIS DRAWING. A 2" STRAIGHT-PIPE RISER WILL SUPPLY THE RESIDENTIAL SPRINKLER PROTECTION 11 a 1
(SEE DETAIL THIS SHEET)
2-10'2
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 THEIll_
REQUIREMENTS OF THE SPECIFIC SPRINKLER HEAD AND THE SPACING USED IN THIS DESIGN (16'x16' REQUIRING A MAINTAIN + ----- C`JFT I 1 1
MINIMUM OF 16 GPM 7.6 PSI OR THE MINIMUM PRESSURE REQUIRED TO MEET 0.10 GPM/SF OVER THE ACTUAL NFPA 13R ^T # 3-5 3- -10'z
RESIDENTIAL OBSTRUCTION
COVERAGE AREA). REMOTE AREAS, DENSITIES AND HOSE STREAM ALLOWANCES ARE INDICATED ON THIS GYPSUM BOARD
DRAWING. SYSTEM DEMANDS HAVE BEEN COMPARED TO HYDRANT FLOW DATA PERFORMED ON THE WATER MAIN CONCEALED (TYPICAL)
CEILING ON WOOD I I lTl 'lye," 1 2
SPRINKLER STRAPPING
IN SOUTH MASON STREET. COPIES OF THE CALCULATIONS HAVE BEEN SUBMITTED WITH THESE DRAWINGS TO THE HEAD (K 1 2 1 M
SALEM FIRE DEPARTMENT AND BUILDING DEPARTMENT FOR REVIEW. TYPICAL '
3-1 z 3-10'z
5-0 6-2
UNCO E
INSTALLATION NOTES: f,��1in. Dia.
t
Tee 'r,ti,i t h ';.a rr i e Hole i r7'I/I/a II "' E NTR A UP
ALL WORK SHALL BE PERFORMED BY A MASSACHUSETTS LICENSED SPRINKLER CONTRACTOR. THE SPRINKLER CPVC MAIN LOCATED WITHIN s (,utI et si e
HVAC SOFFIT FEEDING o
CONTRACTOR SHALL FOLLOW THE LATEST REQUIREMENTS OF NFPA 13R (2013 EDITION), MASSACHUSETTS STATE BRANCHLINES LOCATED WITHIN si ,r1n Ierthrea(J o LUNI L15
BUILDING CODE (9TH EDITION) AND THE SALEM FIRE DEPARTMENT. JOIST CHANNELS (TYPICAL) iie
REF
THE ARCHITECTURAL BACKGROUND OF BUILDING MAY DIFFER SLIGHTLY FROM ACTUAL LAYOUT. DRAWINGS ARE F,ee " Ir-nP_,rtant
NOT INTENDED TO SHOW ALL OFFSETS AND PIPING ELEVATION CHANGES. CONTRACTOR SHALL FIELD VERIFY ALL Ir-I t:all:ati(_�rl L
MEASUREMENTS PRIOR TO FABRICATION. TYPICAL RESIDENTIAL PENDENT SPRINKLER INSTALLATION Infi_irmatic'r-I", later-
NOT TO SCALE in thI ,J(_'(_�i_i rrlent UP -
_ o
CONTRACTOR SHALL HYDROSTATICALLY TEST ALL SPRINKLER PIPING AT 200 PSI FOR 2 HOURS AND IS 1 1
RESPONSIBLE FOR THE COMPLETION OF ALL ABOVE GROUND TEST CERTIFICATES, SUPPLIED TO THE OWNER. 6-212 7-912
UP � "
ALL PIPING SHALL BE UL LISTED CPVC SPRINKLER PIPING AND SHALL BE INSTALLED IN ACCORDANCE WITH THE N I Dw
REQUIREMENTS OF NFPA 13 (2013 EDITION) AND ALL MANUFACTURERS INSTALLATION RECOMMENDATIONS. UP o 0
SPRINKLER CONTRACTOR SHALL PROVIDE PROTECTIVE PLATES WHERE CPVC PIPING IS RUN THROUGH STUDS TO - J
2
PREVENT PUNCTURING OF THE SPRINKLER PIPING DURING DRYWALL INSTALLATION AS REQUIRED BY NFPA O
2"
STANDARDS.
N i
' O
DECK + 1 3'-O"
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 Aa0 DECK + 1 3'-O" 2-612 5-0
EDITION). "0
Aa°
1 UP PROVIDE BULK RESIDENTIAL 2"
THE BUILDING OWNER IS RESPONSIBLE FOR MAINTAINING THIS SPRINKLER SYSTEM IN ACCORDANCE WITH THE o N CPVC MAIN RUNNING THROUGH
REQUIREMENTS OF NFPA 25, INCLUDING THE PROVISION OF HEAT IN ALL AREAS CONTAINING SPRINKLER PIPING P 0 / SOFFIT ON GROUND LEVEL
AND HEADS TO PREVENT PIPE FROM FREEZING. JFP SOLUTIONS, INC. AND THE ENGINEER OF RECORD TAKE NO " (FIELD-VERIFY LOCATION)
RESPONSIBILITY FOR ANY DAMAGES CAUSED BY FREEZE UPS. UP UP 1 1
2-0 9-0
O ® O
N
ELECTRIC BELL WITH "
BACKER-BOX (WIRED BY
OTHERS) " " " 112
2" SYSTEM FEED 2" GROOVED CHECK I / Coll
3-1 2
N
BALL DRIP \ 112 2 2 2 2 2 2 2 2 12 -11 2
2" STRAIGHT-PIPE RISER WITH p
PRESSURE GAUGE, FLOW SWITCH 019T #1 '2 2-4+2 2 s-3 2 4-3'2 IV IT �': '2 �i -7' 4-3'2 U7�T�#3 3 8'2 's �i 3-4 2�2 2-7 2-0 8-0 REF
4" PVC '��---�' '��---�' '��- �' �'
AND I " COMBINATION TEST sPA�"E�°� PIPE WITH TWO (2) FEMALE -
ADAPTERS GLUED TO EACH END
DRAIN ?, g AND THREADED PLUGS INTO
FO
FO
—f ADAPTERS. SECURE PIPE TO WALL
WITH METAL STRAPS. LABEL TUBE;
2%2"AMES C200 BACKFLOW 1-° 17
PREVENTER WITH MONITORED o SPRINKLER DRAWINGS O O O O O O 0 0
M
BUTTERFLY VALVES N
a® �® o0 00 00 ® o0
0 ° 0 0
a REF L — o o REF o — REF a
4x21'2" VIC-FLANGE
SINGLE-INLET 2- 112" FDC Li
2%2" GROOVED TEE WITH CAP CONNECTION (CONFIRM AND
. UNCOVERED W1 N
MOUNT PER FD KEQUIKEMENTS)
(FOR FOKWARD FLOW TESTING UNCOV RED UNCOVERED
I Of BACKFLow) EV UNCOVERED � 1 „
N
NO
UP UP UP UP p
4" SERVICE (INSTALLED, FLUSHED, TESTED CUT TO I " x 2'-0 GALVI (THD BY Source Information
HEIGHT, BY OTHERS) THD) THROUGH WALL WITH
Date of Flow Test I Info : 31612018
450 EL AND WALL PLATE Location of flow test data :
END OF BUFFUM ST. EXT.
GROUND LEVEL SPRINKLER LAYOUT Source of flow test data
RISER DETA1LJFP SOLUTIONS a
SCALE: NOT TO SCALE SCALE; %4" = 1 '-0" Source Data Points Pump Data Points
Pressure Flow Pressure Flow
80.00 0.00
60.00 750.00
DESIGNED BY: REVISIONS HEAD BLOCK SPRINKLER CONTRACTOR T T (v SPRINKLER SYSTEM
S DATE DESCRIPTION BY ��� ��� NEW
AUTOMATIC NFPA �3R SPRINKLER SYSTEM
SYM CNT POSITION FINISH TEMP K NPT MFG. PERMIT SET
JFP SOLUTIONS, �N VILLAGE FIRE P " OTECTION
BUILDING4 PERMIT N0. �NOFMgS
FIRE PROTECTION CONSULTING SERVICES �, CONTRACT No. 380-008 P sq°
® 97 RES PENDENT WHITE 155 5.80 1/2 REL. 86 MILFORD STREET o� JASON M.C. tiG
E W P.O. Box 1234 No 5 DRY SIDEWALL WHITE 155 5.60 1/2" REL. 9 SOUTH MASON STREET APPROVAL SALEM FD o KAHAN m
�'�"�'y FIRE� PROTECTION �,
Telephone: (781) 389-7999 CPVC SPRINKLER PIPING
L nnfield Massachusetts 01940 37 RES. SIDEWALL BRASS 155 5.80 1/2" REL. MILFORD, NH 03055 DRAWN BY T. JENKINS o.4838
' SPRINKCAD SCALE 1/4"=1'-0"SALEM, MASSACHUSETTS 03055 FGisTE
° e
o
� \�
E-Mail: TDJFP 1 @Yahoo.Com (603) 6 7 2— 6 2 6 7 DATE 10/15/2018 S�ONALE
N STEEL SPRINKLER PIPING - — — — — — — — — — — — — - PROJECT ADDRESS
REVISED FP 1 of 2
PLOTTED