HomeMy WebLinkAbout92 Old Townhouse Road HVAC Plumbing and Fire Protection----------------- o c�
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Lro" PRIVATE FIRE
SERVICE/YARD MAIN
(BY OTHERS'
11�-4" FIRE SERVICE TO
6" AFF. (BY OT44ER5)
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4" SYSTEM RISER TEST 4 DRAIN D'i5CI4ARGE TO UHT PRIGSPRINKLER
(SEE DETAIL) �5FLASH BLOCK AT GRADE UNDER5T4IR
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TW5 SPRINKLER 5Y57EM DESIGN
i - A5SUME5 ALL NON•CO?"',BU5TI5LE
f 14" - CONSTRUCTION.
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I BUILDING OUPNER TO M�INTA�N
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DEFLRT"ENT rCNNECTION
CTRIC
HYDRAULIC DESIGN HIGH BAY & MEZZANINE AREA PLANT z2 4" ro SPRINKLERS AND LO-AL E E _..t1-IWSR..cBELL .- TROEE LOWER LEVEL PLAN
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ORDINARY 1I HAZARD SCALE: 3/16p'= V- 0" PRESSURE GAUGE (TYP) SCALE: 3/16" = F- 0"
DESIGN AREA - 1,552 SFT o ---TEST a DRAIN CONNECTION
MAX. AREA PER SPRINKLER - 130 5F GENERAL NOTE`.
W15IGUT GLASS a ORIFICE
NO. OF DESIGN SPRINKLERS - 14
DESIGN DENSITY 0.20 GPM/5F ALL SPRINKLER PIPE 2 OR 5 ^Li tR 51'_E
NOSE STREAM DEMAND - 250 GPM SPRINKLER LEGEND SHALL BE SCHEDULE 'O THR I ED _._-C< —�---�� TO 41-4RN SWITCH
STEEL WITH CGST IRON FITTING.. TO ALARM
do
SPRINKLER DEMAND FLOW - 414.01 GPM CENTRAL MODEL BV-OR UPRIGHT
RESIDUAL PRESSURE REQUIRED - 45E1 PSI OO 2. ALL SPRINKLER PIPE <^'%" Or "4 ER 5==1 L-21Z" SIAMESE FIRE
EXCESS RESIDUAL PRESSURE AVAILABLE - 12.59 PSI (8.0KX155'F) BE 5CH=DULE IO BLACK 5TEEI '''! IF. ROLLED DEPT, CONNECTION
OCENTRAL MODEL By-OR PENDENT GROOVE END5 AND UL. LISTED4�'D FP9. El
SbKXl55'F% APPROVED GROOVE TYPE F177\651. CHECK VALVE W154LL DRIP
d CENTRAL MODEL By-OR SIDEWALL rk
HYDRAULIC DESIGN
(5.6Kk 155°r' 3. INSTALLATION SHALL BE IN ACtC��DANGE WITH CKFLOW pREvENTERNFP=I3 AND MA55ACHU5ETT5 `_'GTE BUILDING KIN5 MODEL 350 (4")LIGHT HAZARD
PIPE UP CODE REOUIREMENTS-
38UPERv15ED VALVE DESIGN AREA - 9a3 SF
4, T415 CONTRACTOR SHALL BE ^NS B-E (TYPICAL) FLOOR SLAB 1"LAX AREA PER SPRINKLER - 12ro SF
HYDRANT TEST C— PIPE DOWN FOR ALL 5EISMIC BRACING A TRED BY 4" NO 0= DESIGN 5FRINKLER5 10
GOVERNING CODE5. ATTACNMTI TO THS 39 T DE51G-:N DENSITY - 0.10 GPC- /5F
TEST DATE - APRIL 30, 200-1 BOTTOM PIPE CONNECTION BUILDING STRUCTURE SHALL BE =PROVED !OSE STREAM DEMAND - 100 GPM
BY THE ARCHITECT.
TEST HYDRANT - 60 P51 STATIC 4a I-- 4" FIRE SERVICE 41 44 SPRINKLER DEMAND FLOW - 16936 o PM
TEECRO55.'ELL F" D A� PRESSURE REQUIREp - 2 .3o PSI
56 P51 RESIDUAL 5. PIPING 50ALL BE INDEPENDEN'1Y SUPFORTED TO MIN. 6 AFF.
FROM THE BUILDING 5TRJ'-T .R (BY OTHERS) EXCESS RESIDUAL PRE55URE AVAILASLE - 30.4 P51
HYDRANT FLOW - 1,220 GPM l HYDRAULIC NODE
6. ALL MATERIALS AND WORK71.L. _4,11_1_ RISER DETAIL
PERFORMED BY: VINCENT ENGINEERING CARRY A STANDARD CNE -E L=RRANTY
AGt IN5T ALL DEFECTS PRO- - C= NO SCALE
ACCEPT= NCE OF THE UIORK
GENERAL NOTES:
r
OF Mq
oar RAYL Nn
C.
VINCENT N
Cc C, Ht -`."CAL
a N,).46528
F o a,
NAL
SIGNATURE SIGNATURE
VINCENT ENGINEERING
HVAC • PLUMBING FIRE PROTECTION
708 ROUTE 134, SUITE 3A TEL (774) 487-0138
SOUTH DENNIS, MA 02660 FAX (508) 385-7142
PROJECT:
DRY DOCK 1 IARINA
OLD TOWN HOUSE ROAD
SOUTH YARMOUTH, MA
DRAM' N BY:
RCv
CHECKED BY:
RCV
DATE:
04 -3O -OI
SCALE:
AS NOTED
REVISED:
DRAWING TITLE:
EIRE SPRINKLER
FLOOR PLAN5
4
DETAIL5
PROJECT NO.
3C 141
SHEET