10-130-001PLAN
R Receiver (Point where the measurement will be done) CALCULPON SCHEME
S Source of Sound or Noise (Exaust Point)
THE W" MUCTM BeW (SOUD OWNIE) IS WOWD OF (6•x 606') 0MCFEE MOOKS
10' WIN C Wff; 10' WXW, 6• TIXX M LATM WALL x
WALL (HL=6`00) THE DEM ORMU IS BW IN THE FOUDWIG; A
a) TK SWER IS UFMIK IF Ir tS WOE COMP90 To THE WAVELM OF THE SMW y
b) THE DRU WCM MU eE M THAT THE MVa FROM THE WACE M THE W IS AT z
LUST T= THE HOMM DSTMCE OF THE SOM To THE &VM
A SAM Must CM M WLE OF 160 QW, SUSTDOM FROM THE REUM To THE MLL DM60
WOFKNG SPACE THIS aMM GUK 24 08 OF ATTDAIATM S
SEE DETULS X ATLA00 9UM rr KAS KM USED A PROM4W MULATOR M VMY M MWA ONE d I
The Freamrmy " used From 63 c/i to ir 8= c/a Source Night I
The hammy awed to cdaktt Is « 1000 c/s 4
N wwomip =4 to c**te is V / f 300 rm/sl/1000 c/s-0.3 nt-0.04 fed
R N bww is ImW arMork! to ft w" 10 f* > O. feet
The ante to the aids is
e4
3 " 25' The teeimi is the rrKst ft rKvw to the Wezd� "WIWI be >160 Geada- k k 164 (odaM)
3 The attmoL Um ft MA= to Ow 9=w must be $xW ftnt h odw ow
UTFITSED5 _14'_ffAJTff X—CURA—TIO—N :1 Source distance The attenuation of I sound energy by an errviromentol barrier
I Source height=3.13'(0,954 m) 1
I I is calculated using la formula (Kurze—Anderson):
Hedge for Visual I I
Barrier height=6'(113 m) I T
requirement.(If it applies) Source distance=3.25'(0.99 m) L =5+20 bg[2x3.l416xN/tanh(2x3.l416xN)] (dB)
Frecuency=lDOO c/s Barrier height *
7 —NOISE REDUCTION WRIER I N=[2.f/v].l (Fresnel Number)
L — — — — — — — — — — — — ___J T* Receiver I = A+B—d
C � Source height Ly Where: f — frecuency of sound
v — velocity of sound (oprox. 300 m/s)
BARM CROSS—SECTION ldh= - TW tAl ri R krAN UICZ MM PlWr I IQNr A WrPLU rYWPI rTM
AR @ 10" O.C• EACH WAY
MIN. FROM GROUND
.A = 24.5 Sq. Ft]
a
#4 Rebors used as vertical supports
@21" apart in the two longest sides
of the trench (8 of them)
pot 1,7�
, tvir
TASt,, 40
4OZ4(12
12'-0"
2,,L STACE
GENERATOR
3/4• POLYETHILENE RE TOR
742,000 BTU/HR
PLASr,C PIPE SCK-40
0
(74ZOOO
(TABLE BTU/HR) sok
402,4( 32)
Dy
" 3• SCH-40
Sov BTU/H R
SLEEVE
a
F•F.E.= Finished Floor Elevation
L.A.G.E.=Lowest Adjacent Ground Elevation
Concrete Slab Thickness=(F.F.E.—L.A.G.E.)+2"=(10.35-9.14')=(1.21')=14.52" (Say 15.0")
N-00-4-M-N,
a
MIF—TIN �301 �Oft MA
LONCEST RLN - I I V-O'
GAS LINE RATING - 1,081.000 M/HR
SYSTEW SEME UNE - 3/4'
GAS TYPE
- LPGT
LOAD
A TOP
1/2• W
SMM 40 METALM PIPE
TAM 4014(24)
5,000 na
4
FIRE PLACE
0 U00
C)
Dy
Sov BTU/H R
141
/N
8-0 -
548,4000 '0
4(25)
314'
N
M/HR SOV
- 1y
J14
ICO
1,1��
soy
c4s
kv CqZ
141 41 Coo
-
C4.7
401, er
ALLC
4OZ 4(Z6)
2nd� S7
011�4 X-Acr REC,
=Zb 0
280,000
GAS LOADS TO PONT (D
r,j�� �7Q/Rp
40 412.11(26
4OZ '(2 p4,r
4)
7'-6.
r__
101ii
M/HR
ITEM DESCRIPTION LOAD
P�y
PA4GE
-i
PL(
A COOK TOP ajMLBTUMR
95,ODOG CIC
BTU/HR Sov
(1,076.
8 FIR
C 85-0 _1M_8_TULW_
BTU
aMLFU
DRYER
45,000 0
1cp 2,,l
- S7A CC
402,4(23)
D DRYER 45,000 BTU /HR
E GDERATOR 742
n, /HR
Zo 2,-0.
SOV
F 1Vzuzz3 280,000 BTU FR
5-0
TOTAL LOAD 1,221,4DO BTU/HR
USE FDC TABLE 402,4(23)
Qa =LEZ (Ocs 12")
LO'CEST RUN - 205'-4•
GAS LNE RATING - 1,221,000 R BTU
SY7N SOME UNE - I' SCK!D-91
GAS TYPE . LKT
a
F•F.E.= Finished Floor Elevation
L.A.G.E.=Lowest Adjacent Ground Elevation
Concrete Slab Thickness=(F.F.E.—L.A.G.E.)+2"=(10.35-9.14')=(1.21')=14.52" (Say 15.0")
N-00-4-M-N,
a
MIF—TIN �301 �Oft MA
LONCEST RLN - I I V-O'
GAS LINE RATING - 1,081.000 M/HR
SYSTEW SEME UNE - 3/4'
GAS TYPE
- LPGT
LOAD
A TOP
95,000 BTU HR
5,000 na
TOTAL L
1,00,000 BTU/HR
LONGEST RLN - 10'-0'
GAS UNE RATING - I,QIII ICI III II
SYSTD4 SERVICE LINE = 3/4'
GAS TYPE LPGT