FIRE SUPPRESSION PLANa 'dD ri JOT 5T5^t D 01W
OFL'PA\.:i q I y TOl vtl�J9'u AX WITH
"jE 6TP RICKS OTH MI6 Hiti I Lol
) I ] L � III STrau STAR, CC.-Pl E : �� NUT aeo'p ��
4" caP rz 133
ll
9 5 Id _ v 15-0 -• 2�5 d 6" ]9 0B 0° 6.3�0_3. �ii 6u--{-b °°-.3°'-6'--' 6 3� T 0° a rzB 2. OF Y.£W A -A
3 _ P 5 4 PU.69
FIG 65
OP rz' 5 6 (3ETAMING BEAM CLAMP
13 2 B
BO23''b2' f6• 6'.3' V' 12'_6 6_3-m6'.D fi- 5 r —� �_ 6TLSP
�- r'iv—r- Il B �� I 2m 4 6 6 6-d
55'.0 B m II� I']D d 24 {1_-��5 6 ib Id¢° dl0 d rz - d°C-0P
2 3l a ^ d n _. b __ e o -Im % a-m °. - i6 O
2 FFla 100
e b B`i a lJ trio THr�AD zp
CID irepq�rt�c��
®/ Ftoo
WO)JU6TABLEHIT
K:. Services
HA Fz F1XIEV1QiAL Fin FIMECION pC-Ftc
. F.i3 FWTFP71T Il
• M9R41LIOF Y{P41ST0
oMmOOMWil
F<IRIa\Bj F690XAL3Ts0]TL406¢6
cL:(BZ81 YfF]I66 fAK(508)9996932
TOP BEAM CLAMP, ROD, AND RING
_ _ -__ ._ _._ _ \-\ MAX LEGEND
-LA- Fill 5pr[�Isr
D.I]3- --"-_ 'I: ______ -- -_- ��e' {-;`. ILUMEN'S ���, AWAY EARTHQUAKE Bi'u.`CE -0'—Pendent Sprinkler-"'Drorn
� FPcAc rLN srs-.L__ _._—_ --I __.__r > y, j. —." ..6,—� 1'--3 caP R �Upright Sol
_ e'•n' - m.m`¢ca�,'opfLocrziOOl0 1 ___ e uF 1 ' e''"'J 6`6' lTOeS�� LATE'R4L/LONGITUDINAL EARTHQUAKE BRACE _� _ orl
- -Lau rolNroRaw -s Pipe R.IsSpprulkler l.� c g
.+ eErLNn RccxfwvllFr r B.m -- ® ] STOCKROOM Pipe Drop
Omu
-_.L. FFI EN ONTOILN BT., Y' t 5 6 IS PE p , OF.
I'!l IIB 129 R&�'pa'12i TO E'='LIX Pipe
Pipe
Belo
3 2 + PIPE benterllne Abv
S (� D %� J T.O.S.
m0
-
� — Pro osed PI e
H LAP 3 0' 9 n b 3 ) 3] 3 83 8 3 ® 3 3 9 nd SEIO'lll
-s-rro- _ _ �'_Longitudinal _
Ell
.. °i
-.. 3k�pW5LE ELEbli
29 Dm �i - -e" 3 6' 61-3 .�-. Lateral Seismic Brace
"ImD-_],L m 6gg INsrxL6enawulsH IN Rc,
'�� 4� — _ _ (End of each Brsnchllne)
-Way Seismic Brace
ah
4 I -
m O
IOL V
d' FLOW TEST DATA:
®�
--
� STATIC; TID PSI
m.m" -_ __—
0 �z _ II sTMPIClew '-- —_ RESIDUAL: 41 PSI
20�m_.___.._ FLOW; o�6 GPM
6 m 6 m ]� _. _-arwsEReu3 x 242 No - - i _ .... _ _ _. _ TO I D r DATE OF TEST: MAT 24, 2IDID4
_ _ _ ___ .
_ _ 6, _r'____ .____ °___ _"_6 _ _ _ _ _ _ _ - _ — ___ �.. _ _ .-..-J��: GAUGE ELEVATION T' BELOW PF.
- - __. �� �--� `'-__ � � � ]� y. �,� a I;li� xanDow h'reR lm• r---�—• - -- � LOCATION: PRESSURE: NORTH
tr 6- 6 6 tr ? �� _
%oFE DLw+n HYDRANT OLD REED RD FLOW
HYDRANT OLD REED RD.
1�
___ I.. _ __ ---�_. - _— o 0 0 0 0
Oo o Im _. a rmlcx ewwcw.. SOUTH
]00 lip. 100a14� __ _ D __. -_. _m ]H' _ --_ --_- _--- ... _. _-
SCALE: I/8":I'0RR
DATE: MARCH I6; 20ID0
GAD JOBNO: 1(PlSr5VD1G
ry
- --`- -
g ". ]3 64
14,° L011 PJM DRA N
13^ iO WILDIN6Ex Ell I1
� G
METAL ROOF DECK STEEL ROOF PFLM
]y Da1BLE ELBPY P:BEr �_ vul LINE
3X]'3.'d'1` L Wlt ROOF all BEAM
V MINNOW Fri
&OFE V FER 10, MRL _ �WBET PON RISER X3h"lEE
_2h"BRANCH LM - 3'niAl Il
6' 1ARI,NFLER MAN - Ieri
Aa HIGH AB F06i
BRANCH RISER SECTION DEll
I o 0 0
a 0
I
j
4%
e,-
3 � �i
] -d'.r 13.2ii�-5..41�--e- L4 ]` d': �,_1— 0d�,--a4' 4I ]-4,4ii-8-4"'fie"-d'J.._a-r+a
IB O O O O O
L3" ppLp pawl TO IN -RACK 0101EM
DESIGN IN THIS AREA OF THE WAREHOUSE IS BASED ON A PREACTION SYSTEM WITH BOTH
OF THE FOLLOWING STORAGE ARRANGEMENTS EXISTING: (U MULTI -ROW PORTABLE RACK
STORAGE OF CLASS IIICOMMODITIES TO MAXIMUM 16' HIGH AND 16' DEEP MEASURED
FROM AISLE TO AISLE - 031 GPM/SOFi OVER 2000 SQFT PLUS 500 GPM HOSE (2) SINGLE ,./yl
ROW RACK STORAGE OF CLASS III COMMODITIES TO 24' WITH I LEVEL OF IN -RACK roLCO 125 aUnle raOTwlNER
SPRINKLERS AT 16'-0" HEIGHT (6 HEADS, I2' MAX 5PAOING, 22 GPM MIN. DESIGN) OE4 IrTPE 1 - Fars P AND I-V4" PIPE AND HANGER
GPMSOFT OVER 2000 SOFT PLUS IN -RACKS PLUS SOO GPM HOSE. ® T.PE 2 -FOR 1-Irz" AND 2" Fill AND HANGER
HYDRAULIC
DESIGN
SYSTEM NO. 'uArJ gx - Ia' '
ME
DENSITY: 0
31 Rau AREA: 20d0
FLOW: 0535 PRESSURE:d®l
F- Iv: ¢- 'CAD
ROOF LEVEL FIRE SUPPRESSION PLAN
NALE Iel"I'-0"
TO L= FIG. 25 10 DEZIGN D TO BE Hal ONLY
WITH TOLCO BAND HAN011 1200 AND 2rffPA
TO REOiRAIN THE UPWARD MOVEMENT OF PIPE
AS IT Coal DURING OFRINFl HEAD
ACTIVATION OR SEISMIC ACTIVITT
D FIGURE 25 SURGE RESTRAINER
o o o 0 0 0 o a -
_.—
W - - DRAWN 8T: DF, WOOD, PE,
E-SDWG TEMPLATE
LOCATION:
3 � i
.a s .e-g e�'--.. — • 9'-d" O.A,RTM9.UT,H UILUI\Cs
_e1.6" „ed'-m• rsb 10I'�2" SUPPLY
Pr�ALno+srsmt
Bp.9Y. DOWN TO M-RCKBTOrEk � MBPELTOR'B RtST VALVc ✓ I / wroNrDR N O Il REED ROAD
r0 III EMERILR
DARTMOUTH, MA
DESIGN IN THI5 AREA OF THE WAREHOUSE 15 BASED ON A
PREACTION SYSTEM WITH SINGLE ROW RACK STORAGE OF
CLASS III COMMODITIES TO 24' WITH I LEVEL OF IN -RACK
SPRINKLERS AT I6'-O" HEIGHT (6 HEADS, 12' MAX SPADING, [i /
22 GPM MIN. DESIGN) - 0.24 GPM/SCfT OVER 2000 SOFT Fla E CCllV
PLUS IN -RACKS PLUS.500 GPM HOSE. ,�p
APR £ 5.2005 (U� e tr N� DRAWING TITLE:
Z9S O BRASS UPRIGHT, LARGE ORIFICE, STANDARD RESPONSE DOOR 6 STAIR
SPRINKLER,3/4"NF'.T.,286'F.lml SHOP BUILDING
IZ6 O BRASS UPRIGHT, LARGE ORIFICE STANDARD RESPONSE FIRE SUPPRESSION
SPRINKLER 3/4" N.P.T., 2elO r, RATED, ON I" SPRIG PLAN, DETAILS 8 NOTE GJ
10 O RECESSED PENDENT QUICK RESPONSE SPRINKLER, /e" ORIFICE,
1/2" NPT, 155°F. RATED, WHITE FINISH
//1�_ DRAWING NO:
((�/e FP-1
BAkD 6N LLGLE RAl iTH MI
/{LC_AR III 6Y c-E aloe WITH M-%.I)' Has:
cLAb I aTP1K= OR CRY A a'S! oKe
000 SST RY6 i5D adiT W'E 4LWPAICc /�
3 I2 CI) 0 y
�p1•
vf
o _YJ-orb^ _ l o - -
I 5D EI e, Ik r3 5d
t `V 51 5i 55 0 54 4 l It2� ytr }
2
�-4 2 B'-4"— B'-4' d 2 d 2 9 4 B d —4 2 d 2`
&OM PC""t h"PLR ID O
25'-0 I 25-0
® _ I"LW PONT DRAB!
3 G IN-R4IX LME TO EE M9TPLLEp O m TO PJJILDI!G EXTERIOR
6ENMD &IILDING COLWN IN WALL KV O
M BRACE bWPORI PIPE AT EAGI
COVIIPIM mom WALL el AT Ial
maAsoo CIRVERS,
HYDRAULIC
DESIGN
SYSTEM NO. NIT ROmR DOOR SROF
DENSITY: me AREA: 2000
FLOW: um.T PRESSURE: 423
EFFECTIVE fi OLD REED ROAD
HOSE: 25z AT: TARO HYDRANT
ADDITIONAL FLOW: PH
FREACTION SYSTEM SPECIFICATIONS
(U Electrical) actuated reaction a atemfi y p y shall be Installed to protect the untilwarehouse. Two separate systems shall be used, 6" roof system, 4" In -rack system,tsmtThe
control devices used shall be Reliable 5upertrol single Interlock preaction valves. A
single Model RP-101 releasing panel shall be ueed to release both systems. This panel Is
equipped with two entirely separate detection and releaaing circuits. Both aystems shall
be monitored for pipe Intel with 30 oz monitoring compressed air provided by a
single Reliable Model B Air Compressor Panel with properly Installed check valves to
allow the separation of the systema. Installation and trim shall be as specified In
Reliable Bulletins 108A, 252 Rev D, and 721. All equipment and controls for these
systems small be provided and Installed under the sprinkler contract, Electrical supplies
(110V) to the panel shall be provided and Installed by others
(2) System activation shall be by linear cable type heat dataction wire by Protectowne
or exact equal. The roof detection system shall be erMrely separate from the In -rack
detection eystreru The roof vis9-enl spacing shall be epaal to the branch line spacing,
that is wire shall be p o ,deg on as& b^aneh line attach with the oroper UL Listed
chre. Detection wire or the In cL oil c wish or>vid '' in v similar Fashion. The
B M llo,e�ing a a ue v'r,eti Biol, o void U leu, to led end aojue ed by tha
a ce r a> a 4c, this sqa marN. fito raI connection to t"e FACR she
r abt'YfC YGpn r' - ,_i r V`, ,`.r4.
ARIA&UL 9E IWiA.LED A. IEL� RRA As POB
N TM STv1 jC&Ta THIS 3LL McWim
O PIPING os ocR WILL ICED iU M9 r .OS
TDoul CSTALLATIG4
s
DIUL Q5c�'ILE O
-r-aueUIER wxn
9 6X4RC LOp PRE64¢ROCT m"-63f' b f
IZ 11 9 _
_�— 6 T•-9 6 0 4 6 191-- 3 �5 m°-I.
74
aa1,
o-O
2 --_T -. k ty-is
fi l m&D fith '' Im e^
20.
uNSa �YPCAL LM1-9 i. __-_ l� Pil-3 Ail 9 Pljl 5 --�- IN f 'mom" 4"T
I � �IIIL� 1J I 1
r- 1a Ik --- I' 4
s.
- -. m m 14p �5 G(i .mA�ON
TL'AE
Osm
- -
du
l 4 I
LTim: ly 10 O� —�
I
0
er-
0:16H1 FT I (•
- �- �cOILBEAM I
GG:I-w4uYMJEcr OT f� Mlt
ODO�LN n+�J�PEO I•a
O
N
TPd MRA'X-F 1
p2
m0 TI`: 0 I
-P LWIPOINTDRAM 'S
SMILE Rpll STEEL PALLEr RA:X . re]P aF 6MRAC3l4'-0"
o RI°.£R LG TO ROOF L ML
00 �1!
O
2 3 2� 2 2
4 2-r4-P'�- -4 &i 4- 4-2'� IV- x 3• CA'
9'-4- 4 3 6'-
b° 2 3
WNnMh°fER 1D' SLOE£ DOM TIN ll. MR Im' b' r5
II
O TT 5 4
LOWER LEVEL FIRE SUPPRESSION PLAN O O O'NM LMCOL "WALL 9EFAC , sAFRY T Pin M WPLL,
YALP ra" . -m" GENERAL, SYSTEM SPECIFICATIONS Col N AND � FJRI m nr III
mmir resNTERa
(U 8ystem'design speciflcattons are given elsewhere on these drawings.
(2) The Instaration
shall meet all requirements of NFPA-13, 2002 edition, the
Massachusetts Building Code, Sth editior, and rules and regulations of the Town of
Dartmouth MA. The sytema shall be fitted and braced to resist seismic activity as
required by the building code
(3) The sprinkler system contract stall begin at a 10" floor flange In the eprinkler room.
(4) All Interior pipe shall be black steel. Pipe I" and 11411 shall be schedule 40 standard
wall UIIN'cast threaded' fittings. Pipe 142" and larger shall be schedule 10 light wall
using rigid style rolled groove couplings and either ci ll-in mechanical outlet fittings or
weld-o-lot type outlets. Field welding will not be allowed.
(5) All preaction piping shall pitch to drain a minimum of V2" per 10' of pipe length Low
point drain valves shall be located where shown. Additional auxlllarg drain valves may
be required.
(6) All low point drains on the OreacUon systems and all main drains In the sprinkler room
shall be Bard piped to the building exterior.
(i) The plisaction systeme small be fully trip tested as a condition of Final acceptance.
(6) All pipe shall be hydrostatically tested at 200 pat for a minimum period of 2 hours.
nos„ a Int.,_ Ir, al IflGate shall P. Y-,I sAi r a d f :. ,Yded to the
.._a P,.'rIt I;_aC3 aw; cep L.„°ywa i. F �gJpwnent6W
(10i 1-ne contractor shall warranty all equipment, materials and labor for a period of one
fullcase from the date or final 6gstem acceotace by the fire department. and the owner's
DRIP
M
5PRI'%LER ROOM PLAN
�aAE J4 D•
oaACREfr horR
�92WCr.^E NJCISi
STEEL JOIST 6X44�Fc �—t a 6TSTEn F6c-R i0.Noce
O %� E B YFSTEEL ollize
u.
O W4RFLOlLW R.YK$ __�(T tL^J O-'�_.• F � � 10 II
JTI 01_ �4'YEi 5YBM IAN
6 TO sT6TEn _
4 'ET eT th FLOW) 4I� bX4 PG
MWABL WFERTROL 6" ALA31 Y4 V_ TO
NTER.00C,EACTICN MT 6TSTET 6 ,vLIpBLE YF£RIR.'
6TsTEn TO M Ri 111 t INTiti NB KTICN
_ 6T9TEn To onebare qyf SYST'-IT
GATE VALN WromPER O O 6' Mn' Wfr VALVE W7"61FER n'
A TO ML. w4TT6SERIES 151 ccc-y Oral
VALY£ AMErIDLY WIN 24.
_O MIT GATE VPLV W!"'FEF6
b x b PLGYBOW
l'.bu I 1 O O _
O
a nee ER
r$"PIPE 44FCIT
10' DOL FIRE SEMI4. reer
OLD REED ROAD nA N
MAIN RISER SECTION Nei RCDS PER k'PA22
94E6E114- 1.0"
O O CO
I i
III
I I SHIPPING
i
1 o:I
ri
F
I LAV,
I- LOW PONT
F PRA,TO YPLY '..
, IN'MiO
STORAGE
2•
EXTERIOR O F
2 ESTC
fraL cC
LW
O • RECESSED DRY PENDENT QUICK RESPONSE SPRINKLER Ih" ORIFICE
i" N.P.T„ 155'F. RATED, WHITE FINISH
O BRASS UPRIGHT, LARGE ORIFICE STANDARD RESPONSE
SPRINKLER 3/4" N.P.T., IS5°F. RATED
BR455 UPRIGHT LARGE ORIFICE STANDARD RESPONSE
IN -RACK TYPE SPRINKLER, 3/4" N.P.T„ 286°F. RATED
OO RECESSED PENDENT OWCK RESPONSE SPRINKLER 112" ORIFICE
IG" NP.T., I55'F. RATED, WHITE FINISH
1
Fire Protection
Services
PROVI muL FIR! Raftcrlc e4luor9
. FVe FATEacn Eh msm
urpRAvp.lw si£LIA-9 B
COVE CORULl�N6
W
FAIRIAVSL mad4M ans mall P6
TEL{P-�) 9912466 KA emw 35?-66A
�REYISIONS: .a
NO.
DATE:
DESCRIPTION
—
LEGEND
- &—. Pendent Sprinkler
—0-- Pendent 5pri r I' Drop
Upright Sprinkler
Upright Sprinkler -I" Sprig
Sidellall Sprinkler
_m Plpe Rise
--� Pipe Drop
y- Pipe Centerline Adv. FF.
- Pipe Centerline Below T.05,
Proposed Pipe
---- Existing Pipe
-= Longitudinal Seismic Brace
Lateral 5sismtc Brace
- Seismic Surge Restrainer
(End of each Branchra)
4-Way Seismic Brace
J
116
M�y\
SCALE: 1/8" _. 1'-0"
DATE: MARCH 16, 2005
GAD JOB NO.: 1619D852DLLG
DRAWN BY: DF, WOOD, P.E.
E-8DltG TEMPLATE
LOCATION:
DARTMOUTH BUILDING
SUPPLY
958 REED ROAD
DARTMOUTH, MA
DRAWING TITLE:
DOOR 8 STAIR
SHOP BUILDING
FIRE SUPPRE5810N
PLAN, DETAILS 6 NOTE5
DRAWING NO.:
FP-2
Fire Pr
otection
OteCtBon
1-WL <s' VANZE ID ELCFROFV%otY FIRE FIRTECTL# I01 G-EEER9 FIG. „. W Services
rcLco SIl,I
�qABOVE FLOOR
Flra FICrEcrla aaefEwo.
NCCOE ICB Or'CIALIBTS
I IRiE - CWE CWYL g419
TO MATCH SFQM P 51Ee L'BED 1 F1(%#) ea 24 4t FAW59 Mato
ST I'a.. ^✓ ORI CE PLAc'WOFENMG� \ \��1 E, ro¢soi
..ter r_.-�'• „� trPCAt La ERA_ a%G-R I. Ftu REV1610N5
SF¢M'4-R ezzt R°r`'-D� srrzlL R rzaa =A.ED ', WCGI :r. r rm; NO. DATE. DE5CRFTION'.
-aST CLAMP R15ER BRACE N5DETAL-ER%r SOSTEM rlvy
��40®
10 DCYE TC3 - �
T F- - - j __
7 -_
-- 1 �- ---r-----_.-_.. _ - -- _
q - -�
_ '-
_U
1 -
-' - -_-
it
10• ETEEL JOI6Ta
rz919 3B 9^ -` SLA9 T�ISFR 3PZWo K5F RhT L D1
t
i
.HE TII ULED QJI M lllljl�
E'er L J019T9 LL9LL ieNER L J
CCG:-DINAtIQi WITH
fcT'ERAL
Cq'IINLTOR
I
GUiLDING SECTION - COLUMN LINE 9
lot -'0' DICL MAM
O
L�O� M4M
FROPO ED CAr1 04"!SHOP
SUPPLY DOCf . 6 ST, - 410P
HTDRANTr 579W POMT� /
/ 0
0
all TO DEAD B+D /
PENN CENTRAL RAIIROAID
wo F'..WAYY ER E SITE PLAN PIG, E00
ATt4G{nc T TO NOT TO &,^ALE N eW4Y BRACE
B1EEL 1- AtTACHMENT i0 -a'f
�� I)MEL -BEAM �D n
awl�
FIG.91l_ v
Flo. s SWAY ° FIG. 910 T E �T
BRAG£ FIttIiWi ERAGE FITTING
-+ ° EP
1 ��
I,BRACE PIFE � �-�.
i BRACE PIPE
O '—FIG.1029
i48T CLN`1P"
SWAY BRACE ATT4CM-IE4t
FIG. 4A
PIFE CLAMP O
Import t etructwel note Pose °SWAY BRACE
Taoo Btval FT
89 come to wms used Important etructwaI mta:
dwlaqq Wptur3l imapn m M erB req red Tolco 84ea1 FIq 89 compcnmte Wda used
to eCAlevve tle ueted na. 11I ble Pm dWa11A trree teeth e eM are req Ped
ee mwt new be eubeuwevd d9we ila luted lu. me
Fur. nm
bxeuee o6 Nre meta•Qle eeloue poientlal bvcaee el Nlatmetorleb aerlo68 awtpot tlel
for nmewe em ranw ror neswre end rIle.
' SWAY BRACE ATTACHMENT TO STEEL 1-5EAM O SWAY BRACE ATTACHMENT TO STEEL I -BEAM
R SHOWN IN LATERAL BRACE APPLICATION LN IN LONGITUDINAL BRACE APPLICATION
SCALE:/S" = f-0"
DATE: MARCH 16, 2005
CAD JOB NO: 1019D553DUla
DRAU.N BY: Dr, WOOD, PE
E-SDUr TEMPLATE
�CTIVS Tom
CF WATER TST
O
�0
TAR'RG S_FPY, 4 GgTE
WITH B %10 MC,HASER
�O
LPG
L �AT�l vl:
DARTMOUTN BUILDING
SUPPLY
95S REED ROAD
DARTMOUTH, MA
DRAWING TITLE:
DOOR & STAIR
SHOP BUILDING
FIRE SUPPRESSION
SECTIONS 8 NOTES
DRAWING No.
FP-3