HomeMy WebLinkAboutMISION ESTANCIA AT LA COSTA AVE; ; F069-86; PermitHydraulic Design Consultants
3980 Del Mar Avenue
San Diego, CA 9·2107
HYDRAULIC DESIGN INFORMATION SHEET
NAME -~F-=---=-----..a.-+---.~--~a__....a.;;~==---..;.:_~-----1L..-_.__ 0(_p
LOCATION -1:~~:::p!l~~~~~:te=1~.:.,.~~~::;iE..1.D.-A~,1,A,_-----"~~~£L-~.,c_--1...-::'-----
BUILDING
CONTRACTOR --1~~;;.._~w::~~~~~.:-~~~~~_u~~~~~ RACT NO.~ ..--0".50
CALCULATEDBY __ -.-=-,,_.--.-rc-,.._....,.s:;..a..;:..._ ____________ _ ING NO. ~
~!-OFT. CONSTRUCTION:
OCCUPANCY
!NFPA 13:
□ NFPA 231
}jLT. HAZ.
□ NFPA 23lC:
ORD. HAZ. GP. D 1 D 2 D 3 DEX. HAZ.
FIGURE ________ ; CURVE ________ _
□ OTHER (Specify) _____________________________ _
□ SPECIFIC RULING ___________ MADE BY _______ DATE _____ _
AREA OF SPRINKLER OPERATION
DENSITY
AREA PER SPRINKLER
HOSE ALLOWANCE GPM: INSIDE
HOSE ALLOWANCE GPM: OUTSIDE --11...-00,r;;_.z:;;;, __ _
RACK SPRINKLER ALLOWANCE --
~WET □ DRY
SYSTEM TYPE
□ DELUGE
SPRINKLER OR NOZZLE
□ PRE-ACTION
MAKE (2¥.,t:,,c, MODEL ~
SIZE Jl-t-11 K-FACTOR &j_pe:;,
TEMPERATURE RATING ---1 c, __ e,c:, ________ _
CALCULATION GPM REQUIRED ~-'1: PSI REQUIRED __ (;0 ___ •~'--AT BASE OF RISER
OVERHEAD 120 UNDERGROUND __ ,_4,_0 __ _ SUMMARY "C" FACTOR USED:
WATER FLOW TEST
DATE&TIME c,.,-zA:_.,.te,(p
ST A TIC PSI lc:;;c?
RESIDUAL PSI I~
GPM FLOWING ------~---~------
ELEVATION · o'...-0
RATED CAPACITY
AT PSI
ELEVATION
LOCATION ----~L~~~~L-'.~~~----------L~d fff~:::::===L~
SOURCE OF INFORMATION
COMMODITY _______ _
STORAGE HEIGHT ______ _
CLASS
AREA
STORAGE METHOD: SOLID PILED _____ %
□ SINGLE ROW 0 OONVENTIONAL PALLET O AlITOMATIC STORAGE
□ DOUBLE ROW □ SLAVE PALLET □ SOLID SHELVING
□ MULTIPLE ROW
________ FT. ______ IN.
Hydrant Outlet I. D . Pi tot Press .
No.
1
2
3
·u; a.
Q) .... ::, en en
Q) .... 0.
ind,e!--. p !-;i
~'Z.· 1~
Total Flow
Scale A
Scale B
Scale C
:11 1 I 11111 111 1111
120 : ---11s: --110 : ~ -..... ~ I -105: I,..,-",... : _i,...,,-100 : ---95: --90 ~ ... ------
85: --"BO ----75: J~ ' -. -
70~ ~
L ---65: --. 60 ----55: --so ---45: -
40 = ---35: •. -= 30 ---25: --20 -= -1 s: --10 ----s: -
0 :1 I I 11111 1111 1111
100 200 300
200 400 600
400 800 1200
WATE R FLOW T~ST S UMMARY S HEE:T
Flow
(}f)nl
14-'"'ll,
1111 I I I I
~~ ~
r----
r--
vE __,.;~
w .. --"f I!:-
~ 1Jt?
1~
I I II 1111
400
800
1600
Residual D ate: (;,..,~-~~ Tim€': P. t-1. Cont. No. ~-o~e, p s i ~~~Avl-1-~ C ont. Ni\mc: PA~
Address: H1~1o'.J ~,rA,Jc.-1.A ~ LA. ~A Ne.
r~~,L..~AO ----, ~ C-A "'~e,
Static Press: JOO psi Flow@ 20 psi gpm
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---~ n11t1
---------~ ----Joe :,~ ~ • I _. . --
t-.lOi ~~
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500
1000
2000
~,-!_Jo JJ
.rl-ft
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.
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600
1200
2400
I I I I
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I I I I IIIIIIIJI
100
1400
2800
Water Flow gpm
I II I I ti I I lJflfllll
~~
~ 141lJ----~---~-
11111111 I 11111111 I
800
1600
3200
111111111 111111111 -= -= -= --= --= -r~1<a -= --~ C:=rf'M = -----,_... -----= -----= --= -= ---= -= ----= -= ------------a -Scale: -----.. = ----
111111111 . 111111111 I 111 J NI.IS
900
1800
3600
1000
2000
4000
I CONTRACT NAME ~AC?,~ t:-Ok...1-1 f'AiZ~ Utv1~. ~t-1..,-e rz SHEET_l_oF ,Z
0 a.
NOZZLI ,.,. Ill z FLOW EQUIV. FRICTION ...
IDINT. FlfflNGS 0 "' .. AND IN PIPI AND PIPE LOSS PRESSURE NORMAL NOTES ...: = LOCATION C .. P.M. SIZE DEVICES LINCTH P.S.1./FOOT SUMMARY PRESSURE ..,
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0 Z NOZZLE
._ IDENT.
t11 AND
ti-LOCATION "'
FLOW
IN
C.P.M.
PIPI FlfflNCS EQUIV. FRICTION
PIPE AND PIPI LOSS PRESSURE NORMAL O NOTES
SIZI DEVICES LINCTH P.5.1./FOOT SUMMARY PRESSURE
1
= q ,,,)1,..,_ _ _.__L __ (1,_#?i~.,e,~1'LO Pt ,fo.1 Pt
L,.t...16 F --Pe --Pv
I Q ~ .0 IW T~~~ .o1P;-Z,Pf . ~ Pn
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L Pt Pt
q
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L Pt Pt
q
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q
F Pe Pv
Q T Pf Pn
Pt