HomeMy WebLinkAbout75 Evergreen Way - Building Plans & Draw .
NOTE:
OWNER IS RESPONSIBLE FOR PROVIDING
ADEQUATE HEAT (40 DEGREES F)
OWNER IS RESPONSIBLE FOR MAINTANING
THE SPRINKLER SYSTEM PER NFPA 25
I
AFCON 086 SWAY BRACE ADAPTER WIDE RG. BM. AFCON 086 SWAY BRACE ADAPTER WIDE FLG. BM.
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y ; i i #01 I / I O 0 4' SPRINKLER DEMAND: 407 GPM - Z
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N I CH:29-0112" 1 1
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. I' ,/ I HOSE ALLOWANCE: 250 GPM w cwi co.,
I' r '! / @BIKE SHOP 1 , : I ! TOTAL SYSTEM DEMAND: 580 GPM W/528PSI REQUIRED SEISMIC HANGER DETAIL w ,_ U z
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j �' e . I - 1 I V A_ THREADED RDD Marlboro,(508) 485 81183 2
1- �I EAM CLAMP
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! ,' I - �� I THIS DRAWING IS THE PROPERTY OF
- - ENVIRONMENTAL FIE PROTECTION,I AP
_. --._.__ t..____-._._..__..-.._ _._ -__. ...._.----. _ _..._ ._ ._-__ : .9 ) REMOTE AREA I I I OR REPRODUCTION RIN WHOLE TORPRT IS� USE
REMOTE AREA2 .20/1500 I I I PROHIBITED WITHOUT THE EXPRESSED WRITTEN
20/1500 -- �I THREADED ROD JI I INC. COPYRIGHT 2005 ALLCONSENT OF RIGAL HTS RESERVED PROTECTION,RE
PIPE RING �PIPE RING
;C.7 C.Z JI THREADED ROD
HYDRAULIC DESIGN CRITERIA HYDRAULIC DESIGN CRITERIA11 PIPE RING Drawing Date: 4/9/07
. DTown By: MSA
REMOTE AREA LOCATION: AREA $C010: 1/8 = i'-0'
REMOTE AREA LOCATION: AREA #2 #3 PIPE RING °
/ . � � � � � _S
TO ROOF SYS. 1" TYPICAL HANGER DETAIL
Contractor. DESCO
HAZARD DESCRIPTION: ORDINARY GRP. 2 a e HAZARD DESCRIPTION: ORDINARY GRP. 2 HUNG FROM TOP OF JOIST
CALCULATED DENSITY: .20 GPM/SF L L BEAN SPRINKLER PLAN N CALCULATED DENSITY. .20 GPM/SF
DESIGN AREA 1.500 SF DESIGN AREA- 1,500 SF
TYPICAL TRAPEZE HANGER DETAIL
1" GLOBE VALVE �+ + ++
MAX. AREA PER HEAD: 117 SF SCALE: 1 /8 - 1 -O MAX. AREA PER HEAD: Ill SF HUNG FROM TOP OF JOIST
,# OF HEADS ROWING: 12 # OF HEADS FLOWING: 15
K-FACTOR: 8.00 K-FACTOR: 8.00 .
1" GALVANIZED NIPPLE SPRINKLER DEMAND: 292 GPM SPRINKLER DEMAND: 354 GPM
= . HOSE'..ALLOWANCE 250 GPM HOSE ALLOWANCE 250 GPM
1 GALV. ELBOW
TOTAL SYSTEM DEMAND: 542 GPM W/47.9PS1 REQUIRED TOTAL SYSTEM DEMAND: 604 GPM W/60 PSI REQUIRED
AT THE BASE OF RISER _ - •
o SMOOTH BORE CORROSION AT THE BASE OF RISER
' !!! RESISTANT OUTLET GIVING
FLOW EQUIVALENT TO ONE I
SPRINKLER.
WET PIPE SYSTEM TEST CONN.
NOT TO SCALE
ALARM BELL GR. 90 ELBOW�� GR. 90 ELD°-� -0 V E R A L L HEAD BLOCK -
S
PARE HEAD BOX W/SPARE HEADS MD
TAMARACK AVE OND WRENCH
1 . T . C . DETAIL SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL ESCUT CONN. n _
\ 0 5 UPR BRASS 155 8.00 3/4" 17/32 TYCO TY-B Defaul
T 6" - CENTRAL FIG 1 RISER MANIFOLD `4 WAY BRACE 0 243 UPR BRASS 155 8.00 3/4" 17/32 TYCO lY-B Defaul Q
W 3 4' RELEIF V V SEE AT 175 PSI, < 1 SIDE BRASS 165 5.60 1/2" 17/32 TYCO TY-B Defaul < U
_. - _ -- G 1f _ ...... O T ET/DRAIN VALVE I 1/2' TEST ORFICE, 16 PEND CHROME 155 8.00 3/4" 17/32 TYCO TY-8 Defaul
V » 7 PEND WHITE 155 5.60 1 2" 1 2 TYCO RF II Defaul
p» FLOW SWITCH, PRES U E GAUGE / /
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'C''.- -- 1 2" 2" 0 0 6" xGR*4! REDUCINGBUTTERFLY
COUP. o m O
STATIC --- 90 PSI UU LL �- -
BUILDING'A' BUILDING'F RESIDUAL 70 PSI ; B I Q f 4" OR. CHECK VA a w m En
FLOW ---- 1135 GPM , 1O:f GENERAL NOTES: L.
I DATE ---- 10/23/06 , I -
TEST DONE BY CT WATER 1 I 31 z FIRE DEPT. CONN.
' j j' 1 J 1/2" BALL DRIP 1 . SYSTEMS ARE WET PIPE, HYDRAULICALLY CALCULATED PER NFPA 13 (2002), ORDINARY HAZARD Sheet Title
a �0-D BUILDING'E' 8"� j / D 1 v -PIPE STAND- GROUP II TO A DENSITY OF .20gpm/1500sq.ft. IN ACCORDANCE WITH CURVE 3 FROM NFPA 13-
BUILDING B I / I m 2002 FIGURE 12.2.10 AND TABLE 12.2.10.1 .1 STORAGE FOR PALLETIZED, BIN BOX, SHELF OR RACK SPRINKLER PLAN
U�� , �� - -.---- -_ - J GR. RG. 6" - ANES W/ COLT f 1 , „ f of
C1I - - GATE VA. W/ GR. R SW.
STORAGE OF CLASS I - IV COMMODITIES TO 12 -0 AFF ' AND GROUP A PLASTICS UP TO 5 -0 AFF
/ � U » GATE VA AND TAMPER SW.
BUILDING'C' \- - - - - - - - - - - - - - $- - „ � IS ACCEPTABLE WHEN USING DENSITY OF .209pm/1500sq.ft.
I Exrm/
B o' 2. THE SPRINKLER SYSTEM IS DESIGNED FOR MERCANTILE, M, OCCUPANCY CLASSIFICATION_
�_ UILQING 3. PIPING 1 1 2 AND LARGER IS SCHEDULE 10 WITH SHOP-WELDED OUTLETS AND ROLL GROOVED ENDS
SMITH ST - - - - - - � - - EXISTING BUILDING C & D SPRINKLER RISER
WITH GROOVED COUPLINGS AND FITTINGS. 1 " PIPING IS SCHEDULE 40 WITH THREADED ENDS AND D.I.
KEY PLAN 1 I NTs THREADED FITTINGS Sheet 1 at 1
SCALE:N.T.S. ' SITE T�'-,E PLAN
�- ---------------------- ---- ---_ s P - 1
;
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NOTE:
OWNER IS RESPONSIBLE FOR PROVIDING I
ADEQUATE HEAT (40 DEGREES F)
. OWNER IS RESPONSIBLE FOR MAINTANING
- THE SPRINKLER SYSTEM PER NFPA 25
.
.
. I
-
.
AFCON 086 SWAY BRACE ADAPTER WIDE FLG. BM. AFCON 086 SWAY BRACE ADAPTER WIDE FLG. BM. I
STRUCTURAL SUPPORTING MEMBER AFCON 077 ATTACHMENT FITTING
- AFCON 001/020
- \ �. . - / ROD NUT & BOLTS- AFCON 077 ATTACHMENT FTTING
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1/2" ROD NUT & BOLT/
40'-0" I 40'-0" 35'-O" i 40'-0" 17'-6" BRACE PIPE ® 45-59 DEGREE ANGLE/ 1/2" NUT AND BOLT/ -
. , REMOTE�AREA #4#4 AFcoN 001/020-
ZO/1500 I.T.C. AFCON 079 ATTACHMENT FITTING_ u \BRACE PIPE ® 45-59 DEGREE ANGLE
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B1 96 '
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+�1 _ ..__.__.__._ .._ .._ .._ . .._ ..__._ ..__.__._ .._ ..._ .._.__ ..__._. ._...__.__ '� ' -- 86 - -- a. ,1 i HAZARD DESCRIPTION: ORDINARY GRP. 2
O �1 N ! c� RETURNS I 63 / 67 65 / I00.0 4 0 4 M CALCULATED DENSITY:A 1 .20 GPM/SF '
I RGED PLAN i ■ ¢ DESIGN ARE SOD SF
•.- - ---._ ' I i ; o .o a /r6D.o a -,Qo 0 4- _ ✓ i I
.--._-._ 1. __. _ __._.. ._ _. _ - _ - - - .. _ _-_ - _ -- _ N I MAX. AREA PER HEAD: 10D SF Q
__.__ _ __ .:.-::i ._ _. - "" .._.__ ... .-- .-.._-- '--- I ,I'.:1 # OF HEADS FLOWING: 18
-... . . - __ __ __. _. ... ... ._
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I -\� I N N N 1 I _. -. / I K-FACTOR: 8.00
' N01 - _ ! 0 0 41! iwoo SPRINKLER DEMAND: 407 GPM Z
r I 1 __ -= 0-6 = - 72. ;I:, HOSE ALLOWANCE: 250 GPM
I : __._. __ . ..___.-_ .... .._. __ .. -_. . .... .... -. __-._.-_. ...__- _.. _.. -. .-..__ . _ .-_ 1 . ..�. .t. ._ _ -. . / �� ;'� TOTAL SYSTEM DEMAND: fi57 GPM W/28.1 PSI REQUIRED
p ' I - AT THE BASE OF RISER
rl .. _.. I - -N .-.:.: _ ._-. 1Doo 4: , 2 i AFC OBS WAY BR E
i I i - __ . _. I .. ;g !I ,i - ADAPTER NUT a
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aiU ti i NI 2 z 2 /' i ---- � /� t ADAPTER WASHER AFCON 077 ATTACHMENT FITTING
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PRINKL ELECTRIC I ' I ate, N
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1IX
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I . . .___ _ _ "_ __ _. _. -_._.. _ _ ... . r.___. :_. __ _. _. i �. .... .. i L^i caLcuLATEO DENSTn: 20 GPM SF FOR PIPE 2 " & LARGER W �' W
..... ._. . .. _..u .._. _. ._ ._. ._. _N _..._.__ _ _.. _. _.. _..N .. _. ._... N ( i ;I DESIGN AREA. 500 SF N 6" 80' a
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1. , I_ . I MAX. AREA PER HEAD: 13o SF LATERAL SPACED ® MAX OF 40 I a
<':; PT-OR " '' i ' OF HEADS FLOWNG: 12 PER NFPA 13 SECTION 9.3.5.3 MAINS PER NFPA 13 SEC. 9.3.5.4 Y W z
" „-_ . .::,._c:._ ,�_ ::.. .. ,_ .:I :) (t- ._N _..:= 13 K-FACTOR: 8.00 0 -
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. METRALOOP EXPANSION JOINT II ; . ;I 'I SPRINKLER DEMAND., 330 GPM w o
! , 1 HOSE ALLOWANCE 250 GPM W o o ¢
I !1 ! .I p O7': ' 'I ALIGN i I I ` t ' I ' TOTAL SYSTEM DEMAND: 580 GPM W/528 PSI REQUIRED z o I-- z
,I' . i / BIKE SHOP . ._. _.. . . .- i AT THE BASE OF RISER - u W z o
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1 , N I .: 11 i�b 3 . 7 . 3 1r:0 3 I 237 MarlbordO,r MA 1752t
9 , 1. 1 - BEAM CLAMP STRAP , BEAM CLAMP STRAP , THREADED ROD EAM CLAMP -
183
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- _-.. _: _ . ..._r; _ ._ . . ..
I ,- I I I _ 1 THIS DRAWING IS THE PROPERTY OF
-i I !--: _ _ ENVIRONMENTAL FIRE PROTECTION, INC. ANY USE
._.._.__
- - .9 :I REMOTE AREA #3 I I OR REPRODUCTION IN WHOLE OR PART IS
PROHIBITED WITHOUT THE EXPRESSED WRITTEN
REMOTE AREA #2 I ! .20/1500 I 1 CONSENT OF ENVIRONMENTAL FIRE PROTECTION,
•20/1500 j- 1. JI THREADED ROD IL I INC. COPYRIGHT 2005 ALL RIGHTS RESERVED
rC.T 1C•2) IPE RING PIPE RING I
.; ` �I THREADED ROD
HYDRAULIC DESIGN CRITERIA HYDRAULIC DESIGN CRITERIA 9 PIPE RING Drawing Date: 4/9/07
Drawn By: MSA
REMOTE AREA LOCATION: AREA #2 # _ PIPE RING Scale: 1/8 = 1'-O"
REMOTE AREA LOCATION: AREA 3 "
TO ROOF SYS. 1" Contractor. DESCO
TYPICAL HANGER DETAIL
HAZARD DESCRIPTION: ORDINARY GRP. 2 HAZARD DESCRIPTION: ORDINARY GRP. 2
CALCULATED DENSITY: .20 GPM/SF CALCULATED DENSITY: .20 GPM/SF HUNG FROM TOP OF JOIST
DESIGN AREA: 1.500 SF L L BEAN SPRINKLER PLAN- DESIGN AREA: 1,500 SF
TYPICAL TRAPEZE HANGER DETAIL
1" GLOBE VALVE MAX AREA PER HEAD: 117 SF SCALE: 1/8" = 1 '-0" MAX. AREA PER HEAD: 111 " SF HUNG FROM TOP OF JOIST
OF HEADS FLOWING: 12 # OF HEADS FLOWING 15
K-FACTOR: 8.00 K-FACTOR: 8.00
1" GALVANIZED NIPPLE SPRINKLER DEMAND: 292 GPM I SPRINKLER DEMAND: 354 GPM
M n . HOSE ALLOWANCE 250 GPM HOSE ALLOWANCE 250 GPM
� = 1 GALV. ELBOW TOTAL SYSTEM DEMAND: 604 GPM W 60 PSI REQUIRED
x TOTAL SYSTEM DEMAND: 542-GPM P51 REQUIRED /
AT THE BASE OF RISER AT THE BASE OF RISER .
o SMOOTH BORE CORROSION
I RESISTANT OUTLET GIVING
FLOW EQUIVALENT TO ONE
SPRINKLER.
WET PIPE SYSTEM TEST CONN.
NOT TO SCALE .
ALARM BELL GIL 90 ELBOW GIL 90LLBo-� 0 V E R A L L HEAD BLOC K
O SPARE HEAD BOX W/SPARE HEADS •
I . T . C . DETAIL
TAMARACK AVE AND WRENCH
SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL ESCUT CONN. n
OQ 5 UPR BRASS 155 8.00 3/4" 17/32 TYCO TY-B Defaul
O 243 UPR BRASS 155 8.00 3/4" 17/32 TYCO TY-B Defaul � Q
6" - CENTRAL FIG 1 RISER MANIFOLD V4 WAY BRACE 4 1 SIDE BRASS 165 5.60 1/2- 17/32 TYCO TY-B Defaul I Q U
1 TEST/DRAIN
3/4' RELEIF V V S/ AT 175 P51,� Q 16 PEND CHROME 155 8.00 3/4' 17/32 TYCO TY-B Defaul �
---_-.- --. - _..- ------ G+� TEST/DRNN VALVE 1/2' TEST ORFICE,
611 A 1811 r V _ 41f FLOW SWITCH, PRES U E GAUGE 9 7 PEND WHITE 155 5,60 1/2- 1/2 TYCO RF II Defaul �
r1 . � � 9' FI v` =1 O
L 1 _ 0 ® 0 0 < w = 0
`f - rn
J - _ - _ o Q � Z �i
FLOW TEST DATA 8"I 6 o w �
STATIC --- 90 PSI ' I 2" 2" O o �6" GR. BUTTERFLY VA m m C-� �
r w Y I--
f F I 6" x 4" REDUCING COUP. . _I >- � O
RESIDUAL - 70 PSI 6 p L I Q �a GIL CHECK VA. � J w m (n
BUILDING A BUILDING F' FLOW ---- 1135 GPM , B I C) / "
DATE ---- 10/23/06 I I _ GENERAL NOTES:
TEST DONE BY CT WATER I / 1811 FIRE DEPT. CONN.
�i I _
j 1/2" BALL DRIP 1 . SYSTEMS ARE WET PIPE, HYDRAULICALLY CALCULATED PER NFPA 13 (2002), ORDINARY HAZARD Sheet Title
--PIPE STAND-
° � 0 � BUI ING'e 81�' / � ' GROUP II TO A DENSITY OF .20gpm/1500sq.ft. IN ACCORDANCE WITH CURVE 3 FROM NFPA 13-
BUILDING'B7 �� I I m 2002, FIGURE 12.2.10 AND TABLE 12.2.10.1 .1 , STORAGE FOR PALLETIZED, BIN BOX, SHELF OR RACK SPRINKLER PLAN
�� D ` / 6 'j GR. FLG. BATE LOWVA W/T R. BUTTERFLY STORAGE OF CLASS I - IV COMMODITIES TO 12'-O" AFF AND GROUP A PLASTICS UP TO 5'-O" AFF
f1
IS ACCEPTABLE WHEN USING DENSITY OF .20 m/1500s ft
BUILDING'C' / �- - - - - - - - - - - - - - 8- - - - gP q•
BOIL I ING'D' 11 2. THE SPRINKLER SYSTEM IS DESIGNED FOR MERCANTILE, M, OCCUPANCY CLASSIFICATION.
SMITH ST - - - - - - L - - EXISTING BUILDING C & D SPRINKLER RISER 3. PIPING 1 1 /2 AND LARGER IS SCHEDULE 10 WITH SHOP-WELDED OUTLETS AND ROLL-GROOVED ENDS
- NTs WITH GROOVED COUPLINGS AND FITTINGS. 1 " PIPING IS SCHEDULE 40 WITH THREADED ENDS AND D.I.
KEY PLAN THREADED FITTINGS Sheet 1 of 1
I
SCALE:N.T.S. S I T'E PLAN
I - -- -------------. . . -------I . I . IS P - 1
1