FIRE SUPPRESSION PLAN DETAILS & NOTESO O -0° O.m Q e..� O wmOQmO O O Q O
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EXTERIOR
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to HATW PhRNCLER BIff UEED O I 1 II:R _ _ __ _ _ _ _� ___
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NSPECTOR'S TEST CONNECTION ��
DETAIL -DRY SYSTEM c
m-m•r i1 I
OUTSIDE LUMBER j
NOT TO ioI
53 1 :14 G7 BOARD STORAGE BUI ING GK O M7S i a
STO UI -
RAGE 8 LD NG ':m sas LUMBER u•-m° m'-m^ 4
L — _ ! R
HYD
RAULIC
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DESIGN BASED ON MAXIMUM 15 xi�.m. ICI R
m
I 6
t+ I
HIGH RACK STORAGE OF LUMBER _ w 1 I
E IGN O D S C
93 5 6' 1 6 1
6
sal`
6 ]', O
Ni RBiIXiA'aE � O ��T '� i. 6I� a
SYSTEM : 0 LWBE b i'
DENSII7: m]m ximm _ _____—_ ____ _ ___
AREA: 14 ':.®• ] - - - O
I, FLOW: SisA F'�SSURE: 9s3 ,'____ ___ _ -'l __: _ __ -_ _ � _'__ _ _ , I -°
I - - �_ Ire ... 1,--,-
B00 AT: sTREE a*DR°xT al ]^ Im o• I' lx9 Pc 4 d O 6 6 _ _ __ ,
_ a9"3v I�
EFFECTIVE FT --
HOSE; 3 I
m
T
ADDITIONAL FLOW:
10
__ al � �O I4 I j
b m h i5O ]I5 0' b m"
L /
J
SW EIF A^.E 5 9Y� II
AiTALHMEM TO 6 6 6-6" JE•-4NRR
5TEEL-eEAFI b m" 1
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FW. 910 _ 1. _. - ISM 4 / 6'.p•
&IDACE 9LL14Y / J`,I� 0 O�-__
BRACE FITTMG I1 - � i
f: krs ml R III ml sW tp R
BRACE PIPE I
1
_'FIG. 6Coo O—Fi R,4
FART CLAMP - Lam__ n
TVNI ® 11
&IMY SCALE AIIACHI'IENt
Import m etructwetnote: R j ''R R
toles BfMI Fr 63 ecvente were Need �5 • y.0n
durin eau I{eeung r6ero rulred 6-n• 6 6• :n'-sN'0 L13'-0N" 6`6•
q eq Iron
c 6c5:leve tra llawd r be
e a Mlwted N l
I I I
cempon«�e west lwver de.udeuwted _ _ _ _�j
for Practme and faIII
SWAY BRACE ATTACHMENT TO STEELS -BEAM al R - �,03 r xiOs 5y^ Isu 613P O Isr�
O PP�� O
I�66O SHOWN IN LATERAL BRACE APPLICATION - 1
® j ® I I® I � III Ilm I m j O
R �J O 19.0 13 m` R NI R
en wo HYDRAULIC R ]» ]B II na D5 13 ICI ��
sWAY BRACE 1 DESIGN BASED ON MAXIMUM 11 R
ATTACHPIEtlT TO DESIGN HIGH RACK STORAGE OF LUMBER
brEEL 1-SEAM TI :S'.I° 6'.6•
SYSTEM NO. zolEa-LARE¢6TDRAEE T __ I _____ _ __
FINE, elm DENSITY. m]a AREAsbmm , _ass 6: R - -_° - _-- __- - _. - - __
SWIVEL SWAY a L iO a'.e'- - I O - 1 ]] O
BRACE PI FLOW: 664 FRE55URE: 362 - R
1 EFFECTIVE PT.: aD REED Roan ORISER(TTP)'. In O s s^iwsER rtTP]J s-6. II
mPIc4 DRr Feromn afiirt9lER O iRIN° b tl 4 irrHUJ.L u a IB b' •—=rR'l'r--D'-4°�T
°VE 6nSEr PVVP T _ 46 46 O
\\ HOSE: AT I �—R m R' I tl v r—, —
R. `BRacE PIPE ADDITIONAL FLOW: It_ ORT FITEET&FONour -- V �I, 56' L wi 's �H s Ism la O Iw M N O
III O-
Iry
O
FICv4A ® �6Y5 XTCSi flMffCTON.,. - ]'-'m'
FIFE CLArF
� r"T" "t q 65^w Qe e b mere wed
POR SWAY BR4CE durlpq arut " tealMq anC ero r Ired - - - _ HYDRAULIC --. _ _ - - - -- CM
eh 3w e `'� HYDRAULIC
tc a lave 4Fn Meted Its MSlledble Ircn
pene^te'met« to °`<'eututed K-112, 5tANDARD RESPONSE, DESIGN BASED ON MAXIMUM Z0'
b NoV a Of tre enter N e«low pot«M1lel 5RA55 UPRIGHT ELO SPRINKLERS, DESIGN BASED ON MAXIMUM 27 ROOF LEyEL PLAN HIGH STORAGE OF LUMBER t
ror Neeture FNF raliws. 46 ,a HIGH STORAGE OF GYPSUM DESIGN
z86•F. RATED, ," NP.T. DESIGN
' BOARD - 50LID PILED OR r`°LE' m"' `O• PLYWOOD - SOLID PILED OR
SWAY BRACE ATTACHMENT TO STEEL I -BEAM SYSTEM NO. mrt+-cAREAIO ceE PALLETIZED. SYSTEM NO. so+E,-TARE LOINVO PALLETIZED.
OB SHOWN IN LONGITUDINAL BRACE APPLICATION • CHROME RECESSED DRY F'ENDENi SPRINKLER :" ORIFICE, DENSITY: m.B gREq: ximm DENSITIIetaY: mn A�q:xiem
4 OUIGY. RE5PON6E,'aa" N.P.T., I55'F. RATED FLOW: IVE F'�v Veac ,o FLOW: IVE PRESSURE: w.T
EFFECTIVE PT aeneik Rion '',I EFFECTIVE PT: FEE -
HOSE: E°O Ai 61REEi xrDRANT l HOSE Ar: '.
264 O BRA5.5 UPRIGHT LO SPRINKLERS, K-8, STANDARD RESPONSE, ADDITIONAL FLOW: ADDITIONAL FLOW: DRau 11
2860F. RATED, 3/4" NP.T._-
Fire Protection
Services
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REVISIONS:
NO.
DATE:
DESCRIPTION:
LEGEND
-E)-- Pendent Sprinkler
-�- Pendent 6prirkler Drop
-o-- Upright 5prINUff
- Ilpnght 5prirRkle 5prig
�- 51deua ll SprlMcler -
_a Pipe Rise
-� Pipe Drop
+ Pipe Centerline Adv. FF.
* Pipe Centerline Below TOS.
— Proposed Pipe
---- Existing Pipe
= Longitudinal Seismic Brace
Lateral Seismic Brace
Seismic Surge Restrainer
�- (End of each Branchline)
4-Way SelI Brace
FLOUT TEST DATA:
STATIC: TO PSI
RESIDUAL 41 PSI
FLOW 10611 GFM
DATE OF TEST: MAY 24 2004
GAUGE ELEVATION: FIN FL.
LOCATION: PRESSURE: NORTH
HYDRANT OLD REED RD. FLOW:
SOUTH HYDRANT OLD REED RD.
SCALE 1/81, 210'
DATE -JULY 16 2004
CAD JOB NO.: 1588DB51DI
DRAW) BY: DF. WOOD, PE.
EI-BDWG TEMPLATE
LOCATION:
DARTMOUTH BUILDING
SUPPLY
955 REED ROAD
DARTMOUTH, MA
P
DRAWING TITLE:
BUILDING EXPANSION
FIRE SUPPRESSION
PLAN DETAILS # NOTES
DRAWING NO:
jFP
7: 04
FILE CON
t_. - 0 201a
-
M-0 P'Nmdl DBL1EGTIXi EYFN YXTI 30-0" 6'.0"r--15'.0• 60'-4 /�
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VOLkE
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BEA
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ARIA h° LRRILE _ 1' GLtRE vALIE
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I• MLSe AUXILIARY DRAIN DETAIL
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16
WSPACE A6ArE
�I'DRAM VX 13'-O 'I 1 1,
ASSAAREER6MIINB I I
Dd1N eSacs)BiAIPo 4RA NE'h'CRWILE I I
IW Ik 19.6"I
1•4' 9'.Oil —I-L-Wl 5'LJ_9'.0°�J
ourecEeI�E HEATED STORAGE ROOM
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eR01e TIE ALL an w1ETffi
LueFR Rmrs NE LAPIi axPIEE GENERAL NOTES:
(U Project consists of sprinkler system inetallation in an existing structure and a
proposed addition as shown. Two dry system zones are proposed - W in the addition
and In the existing building to the west of the existing fire wall. *2 system covers the
remainder of the building.
s m 3" Dill, (2) System design is noted on plan FP -I. Note that foam plastic Insulation material is
3 realize Lou FOINr V" DRIP not rotected and should be removed From this building.
s"up AT Ara uPRG4r' F>mTEa (3) The sprinkler installation b Ins at the 8" floor flange In the riser room. The sprinkler
' FROMDk l STI DAmwE wTx P p9 9 P
s.al 1 FABRDATED l Dam/GE contractor is responsible for verifying that the 8" main has been satisfactorily flushed
at a minimum rate of 1680 gpm. The over Is responsible for providing the insulated,
heated valve room enclosure.
{ --
(4) All materials and equipment shall be
en UL Listed and Factory Mutual Global Approved.
The Installation stall meet all requirements of the Massachusetts Building Code and
I n'-m" _1 NFPA-13, 2002 edition.
(5) Pipe: All pipe shall be internally/externally galvanized. All roof system piping shall
be schedule 10. In remaining areas, pipe I" to 2" Inclusive shall be schedule 40 and all
Llarger diameter pipe all be schedule 10. Fittings in the outside lumber storage area
LUMBER shall be galvanized. Fittings In all other areas shall be plain PUInge on schedule 10
STORAGE BUILDING ICI pipe a al be rolled groove couplings and al ll-In etyle mechanical outlets. Fittings on
schedule 40 pipe shall be cast Dreaded. Welded outlets will not be allowed am
ly y galvanized pipe.
L.. ° ° In `I (6) All pipe shall pitch to the main system drains or drum drip assemblies. Minimum pitch
on malns shall be I14" per 10' of pipe length and on branch lines 41" per 10' of pipe
length.
17 (1) Alarm devices an the sprinkler systems, are to be provided installed, adjusted and
tested
III IH 4 T each 1 In stall be pressure
tested to 200 ei for a minim m re: temper
by the sprinkler contractor. Minimum devices to be provided a
switches on a valves, reasons flow switches on each zone, low air pre
ssure switch on
D 0 Orle.
(e) All p p g Yy p period of 2
hove.
L^.
MEZZANINE PLAN
S. «.
Ii
--WLT AND MIT
FIG 5d
THREADED BIDE CAM aR4CKET
—FIG 10D
ALL THR£PD ROD
/—Fla fe0
ADJUSTABLE RING HANGER
THREADED SIDE BEAM BRACKET, ROD 1 RING
MQ ill PURLIN C045TRCTION
UPPER MEZZANINE PLAN
Sol 10. GO
IrTO 1yZLfe F 61179I
I /1
SECTION AT MAIN FIRE 5ERVICE RISER
BUILDING SECTION AT COLUMN LINE 4
101E a Main
tO U14LI. siRICTUT£
TOLfA &1R9E�RAMER BT
'`f`]I/✓✓)� TYPE -FoR FOR 1° PIPE AND GER HA"
® TYPE 1 - FOR I-Il I/t" And) ND 2- PIF£ M0 HANGER
TOLCO FIG 1516 DESIGNED TO aE USED Or LL
WITH Tall a4MD HMGERe FIG. 1¢e AND 1NiPA
TO R£BTR41N THE uPW4RD MOrEMENT of PIPE
461T O=Wl WRING ePRINKLER Well
ACTNATKN OR SEISMIC ACTIVITY
O FIGURE 25 SURGE RESTRAINER
I
FIG 69
RETAINING
eTR4p
uTJ s -
loncU
LOCK
MIi III 'D
FIG. 65 NEW A -A
6EAn cLAl
FIG 100
ALL THREAD ROD
FIG. 300
ADJUSTABLE RMG
HANGER
wall-Im'-m• AIR COMPRESSOR NOTES:
(U Compressor to be riser mounted, oil -less
piston, with permanently lubricated bearings.
(2) To be F IIy automatic In operation.
(3) Factory supplied riser mooning kit to be
used.
(4) System to be filled to 40 psi In 30 minutes
maximum.
(5) Trim to Include pressure swtch, check valve
era Da=ARmE1+r r.G.MacncN and relief valve.
(6) Unit to be single phase, 230 Volt with
Internal thermal overload protection.
(1) Unit to be equal to General Model
OL900-100AC, I H.P. Motor, rated at an
average 10.91 CFM.
(8) system to be set For 30 pal minimum, 40 pal
maximum.
DRY 5Y5TEM NOTES:
(U All drains to be ganged and exit the building as a
single 2" with a 45' turndown to grade
(2) All valves to be rovided with tamper switches
(3) Dry System Zone � Volume - 150 Gallons - An Accelerator Is required
(4) Dry System Zone 02 Volume - T00 Gallons - An Accelerator Is required
(5) Owner to provide heated, Insulated enclosure around all sprinkler riser equipment.
DJT O BRASS UPRIGHT SPRINKLERS, ISTANDARD RESPONSE,
I65F. RATED, fie" N.P.T. (LOCATIONS NOTED ON PLAN)
• CHROME RECESSED DRY PENDENT SPRINKLER, 41" ORIFICE,
/A"\ QUICK RE51si xi ill 155'F. RATED
/ m \ O 5RA66 UPRIGHT LO SPRINKLER5, K-8, STANDARD RESPONSE,
2e6'F, RATED, 34" NP.T.
Fire Protection
Services
Fxasa�uLFmE FRnEAIIQl eu.S�e
FAE fRJIPLfNM BIGn6lNG
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REVISIONS:
NO.
DATE:
DESCRIPTION:
LEGEND
—B— Pendent Sprinkler
—N}— Pendent Sprinkler -I" Drop
—0— Upright Sprinkler
—� Upright 5prinkler-I" Sprig
-� Sidewall Sprinkler
Pipe Rise
Pipe Drop
+ Pipe Centerline Abv. FF.
* Pipe Cartel Below TDI
— Proposed Pipe
— -- Existing Pipe
= Longitudinal Seismic Brace
Lateral Selemic Brace
eaibmic Surgge Restrainer
�'— (End of eac�T BrarldmIns)
—}— 4-11)ay Seismic Brace
SCALE:
DATE: JULY 16, 2004
CAD JOB NO: 1558081
DRAWN BY: DF. WOOD, PE.
EI-BDWG TEMPLATE
L 1CATMI.
DARTMOUTH BUILDING
SUPPLY
%8 REED ROAD
DARTMOUTH, MA
DRAWING TITLE:
BUILDING EXPAN51ON
FIRE 5UPFDRE55ION
PLAN DETAILS 4 NOTES
DRAWING NO:
FP-2