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EASEMENT PIPING TOR ANAREAS
[INSTALLED EXPOSED WITH THE
_ EXCEPTION OF CORRIDOR AND OFFICE AAb WHEN CEILING LEGEND TO
RECESSED INSTALLED
PENDENT SPRINKLERS ARE INSTALLED. T ED. PIPING IS BASEMENT. FIRE. SUPPRESSION PLAN ® /� ]ma•
HYDRAULIC TO BE INSTALLED O TIGHT AS POSSIBLE TO THE BOTTOM pp BRASS UPRIGHT SPRINK ER QW 1LK RESPONSE 5b K-FACTOR
DESIGN OF EXPOSED AND/oR STRAPPED STRUCTURAL BEAMS. ALL ELEVATION 1'-0" ./- GM
200°F. RATED, 1/]" NP.T„ ON I" 57PRIG
UPRIGHT SPRINKLERS ARE i0 BE INSTALLED ON I SPRIGS.
SYSTEM NO. eaBEreMr EASEMENT PIPING MAY BE INSTALLED LEVEL BUT AUXILIARY =
DRAINS MUST BE PLACED "RE REQUIRED TO ALLOW ��\\
FLOW
OW1ttxas 15 AAA a COMPETE SYSTEM DRAINAGE. ELEVATION Sr_0:' H- 7 x TACT TILE OO BRA55 UPRIGHT SPRINKLER QUICK RESPONSE, Sb K-FACTOR
�AU�EFFECTIVE FIT: 155°F. RATED, 42" HIRT, ON I" SPRIG
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ADDITIONALFLOW: mu d, tg oRrarore+ 0 r9xe uc«vxeE 1 � BRASS PENDENT SPRINKLER. QUICK RESPONSE, 5b K-FACTOR,
ELEVATION 8'-9" +/- GWB 1 155°F. RATED, Y' NP.T„ ON I" SPRIG
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REVISIONS:
NO.
DATE:
DE5CRIPNI
LEGEND
--e- Pendent Sprinkler
`V - Pendent Sprinkler-1" Drop
-0- Upright Sprinkler
Upright Sprim&ler-I" Sprig
�- Sidewall Sprinkler
_e Pipe Rise
Pipe. Drop
s Pipe Centerilme Abv. FF.
Pipe Carterilme Below T.O.S.
Pfcocsed Ppe
---- Existing Pipe
— Longitudinal Seismic Brace
I. Lateral Seismic&ace
1
4-Way Seismic Brace
PLOW TESTDATA:
STATIC:. it PSI
RESIDUAL: 26 PSI
FLOW:. I,644 GF'M
DATE OF TEST: APRIL 11, 2014
GAUGE ELEVATION: GRADE
LOCATION:
HYDRANTS ON MIDWAY PARK
DRIVE AT NEW CONNECTION
SCALE: 1/6' = I'-0"
DATE: APRIL IT, 2015
CAD JOB NO. 2022-1-PD0.G
DRAWN BY: OF. WOOD, PE..
EI-aDWG TEMPLATE
LOCATION:
THE VILLAriE AT
LINCOLN PARK
THREE STORY
RESIDENTIAL BUILDING
I MIDWAY PARK DRIVE
DARTMOUTH, MA
DRAWING TITLE:
FIRE SUPPRESSION
PLAN, DETAILS 4
NOTES
BASEMENT LEVEL
DRAWING NO.:
FP-I00
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W(0 L WAY EARTHQUA D BRACE lJCE BRACE O FIGURE 23 - CPVC HANGER
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O FIGURE 24 - CPVC HANGER
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®.ELEVATION IRE-OR1N-GWB
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w NW1 nwpwsD EVE MNEQR AVD Ie niE
Bw FA61FT£,Q big AccwaxE • RECESSED SERIES LFII RESIDENTIAL PENDENT SPRINKLER 69 K-FACTOR
® ELEVATION 8'-mRi H- 2' x TACT TILE �I�A� 155'F. RATED, irz i� W .P W41TE FINISH, SIN TY4234
®/ \ O RECESSED: PENDENT SPRINKLER, QUICC RESPONSE 56 K-FACTOR
ELEVATION 8'-SR. 4- 200'F RATED, Ur" NP.1., WHITE FNISH
I
cPx evrA.E FAs1ErEM slwia are xAlGEw
O FIGURE 22 - CPVC HANGER
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e FIGURE 24 SURGE RESTRAINER
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Fire Protection
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REVISIONS:
NO.
DATE:
DESCRIPTION:
LEGEND
-9- Perde Sprinkler
- Pendent Sprirkler-I" Drop
—00 - Upright Sprinkler
-"@— Upright Spprinkler-I" Sprig
�- Sidewall 5prinWer
-� Pipe Rise
Pipe Drop
+ Pipe Centerline Abv. FF.
* Pipe Centeline Below TO.$.
Proposed Pipe
---- Existing Pepe
e /
MWF �
u FN'£IgPft
I"
SCALE: 1/8" = I'-0"
DATE:. APRIL IT, 2015
CAD JOB NO.: 2022-LPDW i
DRAWN BY: DF. WOOD, F.E.
EI-BDWG TEMPLATE
LOCATION:
THE VILLAGE AT
LINCOLN PARK
THREE STORY
RE5IDENTIAL BUILDING
I MIDWAY PARK DRIVE
DARTMOUTH, MA
DRAWING TITLE:
FIRE 5UPPRE56ION
PLAN, DETAILS &
NOTES
FIR5T FLOOR
DRAWING NO,
FP-UDI
t m• 3 3' B'-9'6'-6° b'-b°—�G'-Pl b Pl =fi-0' b" 6'-0'---b'-0' 6'-Y/'--L .0 6 0 6 G b 6 0 9— b-m 0 6 0 bE 6
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BED OOM ED OOM BED OOM LIVI G/
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DINING DINING
(DINING E7 LIVING
11VINGT
rED .BEDROOM DINING
DINING _— — - —__ —_LIVING-/— _
i_---- —_� —_ `— _— L — DINING _ _
------- B ROOM
(10) (11) (12) (13) (14) (15) 16. () () (20)
`i
CEILING LEGEND
SECOND FLOOR F . FIRE SUPPRESSION PLAN
®.ELEVATION 1'-01 ./- GLIB
71 e 1 • RECESSED 5ERIE6 LFII RESIDENTIAL PENDENT SPRINKLER 6 S K-FACTOR,
ELEVATION B'-0�� ./-. 2' x 1' ACT TILE 155 F. RATED, V¢" N.P.T. WHITE FINISH, SIN 4N34
����� zmr
ELEVATION B&.eli ,/- Gm� O RECESSED PENDENT SPRINKLER QUICK RESPONSE 5b K-FACTOR
2W.FRATED, . 42" N.P.T., WHITE FINISH
�.a
OO f CESSED PENDENT SPRINKLER QUICK RESPONSE Sib K-FACTOR
"S' RATED, I N.P.T, ON I" ARM -OVER, WHITE UJIH ESCUTCHEON
4 DRY HORIZONTAL SIDEWALL SPRINKLER QUICK RESPONSE STANDARD
COVERAGE, 115 F. RATED, P NP.T., WHITE WMSIITE RECESSED ESCUTCHEON
Fire Protectill
Services
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REVI5ION5:
NO.
DATE:
DESCRIPTION:
LEGEND
-t} Pendent 6prirkler
@' - Pendent 6prWar-I" Oro
'�- Upright bprirkler
-�- Upright rlrkler-I" Spric
Sidewall Sprinkler
_m Pipa Rise
Pipe Drop
+ Pipe Centarlme AbV. FR
Pipe Geriterilne Below Ta
Proposed Pipe
---- Exlsting Pipe
MYO
rf
M!ID
�
9Fm ly l iE
I�
I�
SCALE: 1/8- I'-0"
DATE: APRIL 11, 2015
CAD JOB NO. 2022-LPDM
DRAWN BY: DF. WOOD, es
EI-BDI1.G TEMPLATE
LOCATION:
THE VILLAGE AT
LINCOLN PARK
THREE STORY
RESIDENTIAL BUILDINC
I MIDWAY PARK DRIVE
DARTMOUTH, MA
DRAWING TITLE:
FIRE SUPPRESSION
PLAN, DETAILS d
NOTES
SECOND FLOOR
iiiiiiiiiiidd
DRAWING NO.
FP-102
B
In 0
n0
-_
7c
CD
;Nj€L2L11�
pu
l
F,3
C
CEILING LEGEND
THIRD FLOOR FIRE SUPPRESSION PLAN
®ELEVATION 11-01: V. Gm
HYDRAULIC i/ a,,, \ • RECESSED SERIES LFII RESIDENTIAL PENDENT SPRINKLER 69 K-FACTOR
DESIGN
® ELEVATION 8 -0 H- 2'. x 2' ACT TILE 155.F. RATED, lz; NP.T., WHITE KNISH, SIN TY4234
SYSTEM NO. Mkm MRNo la. /� W.
DESIGN: ax 525c INrUl / IG \ *.RECE56ED PENDENT SPRINKLER, MICK RESPONSE 5b K-FACTOR
FLOW: nos PRESSURE: su ELEVATION 8'-9" d- GWB �� 200F. RATED, Up" NP.i, WHITE FINISH
EFFECTIVE PT.:. ma
HOSE: W AT: Yawuroeair �
ADDITIONAL FLOW: Dx 1 19 * RECESSED PENDENT SPRINKLER, MICK RESPONSE 5b K-FACTOR
_ \ I I / 155°F. RATED, U�" N.P.T., ON i" APo`i-OVER WHITE WNIHIIE ESCUTCHEOx'
I nn l DRY HORIZONTAL SIDEUTALL SPRINKLER OUICK RESPONSE STANDARD
% .COVERAGE, 115-F. RATED, I" N.P.T, LUTE WAIHITE RECESSED ESCUTCHEON
Fire Protection
Services
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REVISIaS:
NO.
DATE:
DESORIF?ION:
LEGEND
-E - Pendent Sprinkler
-o— Pendent Sprlrkler-I" Drop
—0- Upright 5pr1rlkler
�- Upright SpprinYJer-I" Sprig
Sidewall Sprirdcler
—� Pipe Rise
--� Pipe Drop
+ Pipe Centerline Abv. FF.
* Pipe Centerline Below T.O.S.
— Proposed Pipe
---- Existing Pipe
dW F.
WW
No.06468 b
II
SCALE: Va" - I'-0"
DATE: APRIL 11, 20I5
CAD JOB NO.: 2022-LPDII6
DRAUN BY: DF. WOOD, PE.
EI-aDWG TEMPLATE
LOCATION:
THE VILLAGE AT
LINCOLN PARK
THREE STORY
RESIDENTIAL BUILDING
I MIDWAY PARK DRIVE
DARTMOUTH, MA
DRAWNG TITLE
FIRE SUPPRESSION
PLAN, DETAILS 4
NOTES
THIRD FLOOR
DRAWING NO.:
FP-103
— — 1 — -- — —
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__— ___ _ M _ iyatoma trxeT pncx BOWI y^ NO. DATE: DESCRIPTION:
___ _ m-Pl iODRY RI
F
0
9'S 0'M @AaE%�ERIta��,Y FBM , 101
\ 101m m A 4'P <Pk 3 1—__— _T'.m• __ _—` —__' �' —__—__—__-1. P I
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F4L&a V RiPBIrB _ _ 'B 4 0' 10Y0• I _ _ �3
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NO FFF
— _ — — +
_ — p1 — - — PPeerce't �1IM i�
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- —er-I"Drop
r r _
: caF �j` --0-Uprlght 5po lar r RgMOTE 1440 r21'SYS n-i--'—_- __-i---— ---f — -�.. UprlgM Sp 1"sprig
.may CiTD� j r --� �--sldewau Sprinkler
Ri
Pipe Drop
( 1 Q) .f + Pipe Centerline Abv. KF.
(1 2) ( 13) ( 1 4) { 1 5) 1 ` Pipe Centerline Below
(1 Z) (� g) ( � 9) ( O) — Proposed Pipe
---- Existing Pipe
ROOF PIKE SUPPRESSION PLAN
/ ,i \ O BRA55 UPRIGHT SPRINKI ER QUII REBPONSF sa k
2 ACTOR
HYDRAULIC
DESIGN GENERAL NOTES 4 �CIFI ATI 5
COD OIIIREMENT4
iM NO. Foci /U Building ds R-2 usegroupand over tofal 12,000 sgft. Sprinkle e q
71': °Jp AREA: u+m be designd per NFP13, 213 edition throughoutsams
. ystem Is required to
TIVE PT�s5URE: sae - (2) Vertical height From lowest exterior grade AT: Y3to the tJilyd floor surface Is 18sa than
0'-0". Standpn e uilding,
am a : roFun DESIGN, 7es are not requlred ithe b
'IONAL FLOW: onto (1) Basemernt tenant storage, unrinlahed space, mechanical rooma, laundry, elacYrical room
design Is based on Ordinary Hazard Group I. Remaining spaces are light he iris design.
(2) Reaidentlal floors (fire, second, third) design Is based on four head operation at the
most hydraulda% remote portion of the thi
rd Ind floor. Minimum fl
sprinkler cover of 20' x 12'-b" at a denslt of ow Is based on maximum
m.10 y /e rf r 25 Flow requirement 9P1" q ID >, the UL minimum
o- anent f 9�^ or th
e he 7 c y o series LFII sprinkle Is 22ID gpm. The higher NOW rate Is
used..
(3)The roof dry shaken design le based on ell sprinklers operating at a minimWI 0.1o.
gg m//sgft danalty over the most hydraulically remote one-half of the roof strU'etura
(U BasemertNarticel Riser$ Flow Control Assemblies/Exposed Pipe: Black steel schedule w
40 for pipe 2" and leas / black steel schedule 10 all pipe 24c^.and large, Wedule 40 MuYmF.
pipe to use cast threaded Fittings. Schedule 10 pipe to use rolled groove eouplings, r / ductile grooved Pipe; Galvanized drill-in
etool with schedule) outlet and Fittings.fittings as noted above.
,I'S
9FO
Fittings can be plain, not galvanized. L II
(3) Drain Pipe: Galvanized steel schedule 40 with galvanized threaded fidtin
Install d ma ro inn the tenure leled corc duns ofe In fflrstaseeco d alt units as well nd third Floorsat be Id Listed
SCALE:
CPVC - elazemaster or equal, with solvent weld UL Listed fittings. The work Is to conform
to the Cl installation apedfications exactly. Floor zone assemblies are to pe steel DATE: APRIL IT, 2015
and the connection to the CPVC floor piping la to be made above the fire rated
ceiling wall surface. The roof level factory and field pipe installation is to be made In GAD JOB NOa 2022-LPDIW
such a way as to absolutely maintain all piping and fittlnga within the headed envelope of
the balding,
APPROVALS. DRAWN BY: D.F. WOOD, PE.
(1) All work and mataI to be approved. by the Town of Dartmouth Building
Departments and the Dartmouth Fire Department - Dletrict 3. EI-BDUG TEMPLATE
(5) All metelala and equipment shall be UL Llsed for commercial fire sprinkler Installation.
the The installation shall meal. all requirements of NFPA-13, 2013 dltion, the an edition of LOCATION:
she Massachusetts Building Code and all local requireI of the Town of Dartmouth
The contractor shall obtain all this work and installation permits from the sown of Dartmouth required for shall palm all UOCIated fees: This Includes permitting of the b4akflow
WARRANTY. THE VILLAGE AT
assenbiy with the Dartmouth water Department. L INCOLN PARK
The Installation shall be wamemhd for a minimum period of one year beginning on the date
or final acceptance by the Dartmouth Fire and BuildiTlWa:ng Departments. THREE STORY
(1) Flush theunderground fire service main at a minimum flow rate of 850 Cteallr RESIDENTIAL BUILDING
(2) Hydrostatically test the underground main system from the connection apt M dmly Park W DRIVE
Drive to the wall/floor flange in the building at a minimum pressure of 200 pal fir 2 yaws. MIDWAY PQ
(3) Hydrostatically test all Interior piping at 200 Pei for a minimum pperiod of 2 k¢urs. DARTMOUTH, MA
(4) Air pressure test the dry pips system Per requirements of NFPA-13, 2013 edition.
(5) Forward flush tthe backflow assembly at a minimum rate of 500 epm.
(b) AdJwt end test all fire alarm devices directly attached to the fire sprinkler shoran:
(1) Camplete a full trip test on the dry pipe system.
(8) At completion of all tealjne. and .j-_ DRAWING TITLE:
grain tests on each floor zon6 asseblg and ion each main riser r ci 6evice, tole run flow
SYSTEM FINAL ACCEPIANC
rU Compietlon of all required testing FIRE SUPPRESSION
BUILDING SECTION (2)Complegon of the. contractor's Mateial 4 Test Certificate for Underground PtrzIng, PLAN, DETAILS 4
(3) DOMPletion of the Contractor's Material 4 Test Certificate for Above Ground I (4) Provision of spare sprinklers, wranohea and cabinets in the sprinkle -room per p ^9 NOTES
requirements of NFPA-13, 20i3 edition.
(5) Provision of written list of initial contents of the spare sprinkler cabinets per the
requirements of WPA-13, 2013 edition,
(b) As -built shop drawings - ROOF LEVEL
(1) Loose leaf binder containing all maintenance and equipment records for the slininder
equipment Installed.
(8) Design placards In the sprinkler room.
(9) Metal permanent signs on all valves, main drains and low point drains Indicating what DRAWING NO.:
III are and what system they serve.
_ _ PP-104