HomeMy WebLinkAboutFORM BOARD SURVEYL
COMO OIL & PROPANE �,y 1 4'� fi1i�4 ��.
1?01 Commerce Avenue f' f�,l �,, EFBEAC1, i��,Q,
Florlda32960
Vero Beach, �f:.a:7a...�r-.--•�
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/ LOT 35
FORM BOARDS TOP
OF FORMS ELEVATION 6.66
PROPOSED FINISH FLOOR
ELEVATION 9.41 NAVD 1988
(18" ABOVE AVERAGE CROWN OF ROAD)
7.84 X
FND. NAIL &
WASHER NO I.D.
ELEVATION 7.46
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REVIE D FOR C p DIVISION
REVIEWED B +�QPLIANCE
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Tea �s PLANS AN PERMIT
�� iyso o• OR N PT
INSPEC WILL BE MADE, O 4
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so a� s 6.4 F'I'i`sn/lIc
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7.97 X
FND. NAIL &
WASHER NO I.D.
ELEVATION 7.64
- SURVEYOR'S NOTES
1. SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT, UNLESS
SYMBOLS OTHERWISE NOTED.
2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR
- CABLE TV BOX EASEMENTS, BUILDING SETBACKS, AND/OR RIGHTS -OF -WAY OF
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RECORD BY ACCURIGHT LAND SURVEYING, INC.
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- SEWER CLEANOUi 3. ELEVATIONS SHOWN HEREON ARE RELATIVE TO NORTH
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AMERICAN VERTICAL DATUM OF 1988, SEE SURVEY FOR
- WATER SERVICE
n
REFERENCE BENCH MARK, UNLESS OTHERWISE NOTED.
E❑
-ELECTRIC BOX 4. THERE ARE NO ABOVE GROUND ENCROACHMENTS, UNLESS
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OTHERWISE NOTED.
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X - EXISTING ELEVATION 5.ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY
OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED
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WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR
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A/C - AIR CONDITIONER FND. - FOUND
CONC. - CONCRETE COV'D - COVERED
I.P. - IRON PIPE I.D. - IDENTIFICATION
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I.B. - IRON. BAR E.O.P. - ECGE OF PAVEMENT
O.H.W. - OVERHEAD WIRE LB - LICENSED BUSINESS
R/W - RIGHT-OF-WAY N. 6 W. - NAIL 3 WASHER
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C.M. - CONCRETE MONUMENT P.B. - PLAT BOOK PG. - PAGE
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N- NORTH E- EAST W- WEST S- SOUTH
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N.A.V.D. 88 - NORTH AMERICAN VERTICAL DATUM 1988
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N.G.V.D. 29 - NATIONAL GEODETIC VERTICAL DATUM 1929
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SET I.B. - SET 5/8' IRON BAR CAP #4459
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CP> - DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED
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DESCRIPTION
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CF> - DENOTES MEASURED DISTANCE, ANGLE OR BEARING
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CC) - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING
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LEGAL DESCRIPTION
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LOT 35, OCEAN RESORTS CO-OP, SITUATED IN ST. COUNTY,
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FLORIDA.
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PROPERTY LOCATED IN FLOOD ZONEt X
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BASE ELEVATIONi N/A
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COMMUNITY PANEL NO., 120285-0089-J
DATEDc 02/16/2012
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PROPERTY STREET ADDRESSc
5295 COMPASS COVE WAY
FT. PIERCE, FL., 34949
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PREPARED FOR•. DAVENPORT
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SITE PLAN NOT A
BOUNDARY SURVEY
A�CCURIGI-IT LAND SURVEYING, INC.
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EARLE R. STARKEY — PROFESSIONAL LAND SURVEYOR
REGISTRATION N0. 4459 —STATE OF FLORIDA
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SURVEY NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL
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RAISED SEAL OF A FLORIDA LICENSED LAND SURVEYOR AND MAPPER
1
I
1/8" GALV. CABLE W/
PS
AN ANCHOR (PHOG U LED 0
{ TIGHT)
I _
I
RECEIVED
SEP 1 '* 2018
&r. Lucie County, Pem
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GENERAL NOTES:
1. HELICAL ANCHORS SHALL HAVE AN ALLOWABLE PULL-OUT .CAPACITY OF 400#. ANCHORS SHALL BE INSTALLED PER ANCHOR
I MANUFACTURER TO ACHIEVE STATED LOAD CAPACITY. . CAPACITY VARIES WITH SOIL TYPE. VERIFY ANCHOR CAPACITY WITH SOIL
.... .... . ...... i..._..........._..- ---. ._.. -.__.. .....-..-- _... . _ . .... . _. .. .
TYPE ENCOUNTERED" _.. _.... _ _ - _
2. CHECK FOR UNDERGROUND UTILITIES PRIOR TO ANCHOR INSTALLATIO
3. LOCATION OF TANK RELATIVE TO ADJACENT STRUCTURES AND FEATURES IS DEPENDENT UPON LOCAL CODES AND IS THE ;
RESPONSIBILITY OF OTHERS.
4. THE TANK AS SHOWN HAS_ BEEN DESIGNED TO PREVENT FLOTATION, COLLAPSE, OR LATERAL MOVEMENT DURING THE BASE i
FLOOD EVENT.-
i 5. WIND LOAD DESIGN CRITERIA
_ - 160 MPH; EXPOSURE "D"; GCpi N/A; Cf = 0.6
PAG'. DATE: COMO OIL & PROPANE vv.33� R
1 of 1 -
I
Como Oil and Propane a'x"''"
1701 Commerce Avenue 957 Cx)x< l�,5
Vero- Beach. 'FL 32960-___._....._
Nam: _
1 ALL DIMENSIONS IN INCHES,
2 CYLINDER MANUFACTURED IN ACCORDANCE WITH LATEST
EDRION OF ASME CODE SECTION VIII, DIVISION I.
REGISTERED AT NATIONAL BOARD.
MATERIAL, SHELL, HEAD SA-414-0
4 SHELL DES. MIN THK. = .140 IN.
HEAD DES. MIN THK. = .139 IN.
S = 21,400 E = 1.0
5) MAWP, -250 PSSIIY,TEST PSI -P3.25 PSIG
MAX. DESIGN TEMP, 1257. MIN. DESIGN TEMP. -207
CORROSION ALLOWANCE = NONE NON -CORROSIVE S RVICE
CYLINDER 6) CYLINDER TO EXEMPT
BE-USED FFROMORPACT PROPANE SERVING CE ONLY
TO BE INSTALLED BYEMANUFA00URE 0. UV438AM OR EQUN,
7) CRN L7699.512467890NT
-►) 1/8" MAX
WPs
AC3
.21AMIN,--"
-_ - DETAIL 1
s
WPS 1/16" MAX
SECTION THRU WRAPPER
S_ HEET LONGITUDINAL WELD,
9
SPgCIFICATION '
ASME SECTION VIII DIV I
F S D TEES
ALL REQ MARKINGS ON COLLAR
DO NOT HEAT TREAT
SPUD LOCATION & USE
E
STANDARD
I MI
SPECIFICATIONS
DOT- '
TO.
WORKING PRESSURE
250 PSI
TEST PRESSURE
325 PSI
WATER CAP.
474 LBS
—__
vIPiUB -
=881N
T.W. WITH VALVE(S)
LBS
-
r
•► THRU
NPT SPUD A #M2050
LIFT LUG I
NJ00080o
297480
REQUIRED
SN AMPINGTE %
1" NPT SPUD
j�552050
29732q
nAa " 3/18
01 3/4" NPT
H"„
H. COUPLING
��—�
WPS
_ pRg 3/32
1"
COLLAR
NAMEPLATE -�
#L200440
SECTION THRU 1 "-11 1 /2�
WPS}._____
HLF CPLG B # 700
AA3 1/8" 2. 4 F
h
TOP HEAD _
L200230
299081
WPS
AC3' e
ASME WRAPPER
I 01 3/8" 3/4" NPT
f�633041
WPS
ARRSS11 3/32
300458
AC3
BOTTOM HEAD
i 1 1/2"
_
L200300
• � •
SECTION THRU 3/4"-14 NPT
WP5`-�- 4PL__c
A 3/1
CPLG.' C &'D # 55 2220
AFI
IFOOTRING
1
J200601
296443
THIS DRAWING 'ISS DE�EN
LVU
BAR
REV
I BY
I DATE
BAR
D
I JMG
5-00
L
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JDA
6-01
-M
G
12-01
KG
G
6NF
6-03
H
JMJ
2-25-08
J
JMJ
9-5-08
TO BE PROPRIETARY AND MAY NOT BE REPRODUCED %
STAN...._...�
DARD
DESCRIPTION TOLERANCES:
A GEO 200 00, 633041 DECIMAL:t.06
'N# 000507 FRACTION:t1 /16
DETAIL #I-
1
23 `:11/16" I.D.
� k
IHF/C NPTLPLG
552200
297478
t
A
-3/4"-14 NPT CPLG
1552220 (2) PLCS
297456
---U-� COLLAR SEAM
I I / WPS AL3
`WRAPPER SEAM
i
5 7/1S"
.139" MIN,
40„
33 5/8"
—r-F— '140" MIN.
�FOOTRING
SEAM
T
LCYLINDERS WILS '
WILON BRIDGE RD
Js, oHlo asoss WORTHINGTON
Ai Yarnh:nglan Indu»,lee Company
]ESCRIPTION: ASME. APPROVED 4 HOLE
'ART -NAME- 200# PROPANE CYLINDER 24" DIA: X 34" 56 GAL WC -
30ALE: DATE: ORN, BY: I CHKD. BY: DWGNO.:
1/20 8-97 _ MRN JMG . L200130 / 299012
l�
rabl 3 - Second Stage,or Integral.Tvgin•Stage Tubing or Pipe Sizing'
114 Water Column Inlet with a 0.03-In. Water Column Drop
(Propane) (Based on
1.50 Speck
Gravity
Gas
Maxi' um capacity of pipe or;tubfng_in•thoUsands of BTU/hr of undiluted
8,-rde of Pipe or
Pipe
Tubing
in Feet
Length of
Coppt-r Tubing,
I" 10 20 30 40 50 60 70 80
or
90
100
125
150
175
200
250
300
350
I
400
' '
45 31 25 21 19 17 -16 15
14
13
27
11
24
10
21
NA
20
NA
18
NA
16
NA
15
NA
14
13
13
co per �/2 93 64 51 44 39 35 32 .30
71 66 61
28
57
54
48
44
40
37•
33
30
28
26
Tu 'ng 5s" 188 129 104 89 79
'/a" 329 • - 6 ' 182 155 138 126 115 . 107
100
95
84
76
70
65
58
52
48
45
(� D)
467 321. 258 220 195 177 163 152
142
134
119
108
99
92
82
62
74
58
68
61
63
46
291 200 160 137 122- 110LNA2,370
NA
NA
94
197
89
185
84
175
74
155
67
140
129
120
101
97
608 418 336 287 255 231
460 434
NA
372
349
330
292
265
243
227201
182
Pl a 1" 1 150 787 632 541
SI 1'/4 2 350 1620 1300 1110 985 892
NA
763
716
677
B00
543
500
465
418
618•3
373
a
520 2420 1,940 1660 .1480 1,340
NA
1140
2 200
1,070
2 070
1010
1 950
899
1.730
814
1 570
749
1 440
697
1 340
1 190
1 080
750 3 210 2840 2,570
NA -
Data Calculated per NFPA # 54 and NFPA # 58
• Noe: Total length of. piping from outlet of regulator to appliance furthest away.
Tabl § 4 - Maximum Capacity of CSST
IC Pressure Drop of 1 PSIG (Between 2 psig Service and )_ine Pressure Regulator)
2 PSand,a __ n cn
c--- M-
r-,ae1
-`
3 ' 13 426 262 238 203 181 147 140. 124 101 86 77 69 60 53
e. 15 558 347 316 271 243 196 189 169 137 118 105 96 82 ;26
18 927 591 540 469 420 344 333 i 296 245_ _ 213 _191 _ 173 151
? 19 1,110 701 640 554 496 406 393 350 287 248 222 203 175
23 1 740 1 120 1,030 896 806 663 643 578 477 415 373 .343 298I a� 25 -2,170 1,380 1,270 1,100 986 809 . 768 703 t575 501• 448 411. 35530 4,100 2 560 2,330 2,010 1 790 1 460 1,410 1,260 1,0 tT�' 880 785 716616
31 4720 21950 2,690 2,320 2,070 1,690 1,630 1,450 11180 1.020' 910 829 716 638
Not 's:
(1) T. ble does not include effect of pressure drop across the line regulator. If regulator loss exceeds 112 psi (based on 13-in. water column outlet pressure)r
DO b bT USE THIS TABLE. Consult with regulator manufacturer for.pressure drops and capacity factors. Pressure drops across a regulator may vary with flow rate, 1
(2) C k UTION: Capacities shown in table can exceed maximum capacity for a selected regulator. Consult with regulator or tubing manufacturer for guidance.
(3) T..ble includes losses for four 90-degree fiends and two end fittings, Tubing runs with a larger.nuLn.lber of bends and/or fittings shall be increased by an equivalent ,
leng , of tuing according to the following equation; L-1.3n where L is additional length (ft)' of tubing and n is the number of additional fittings and/or bends.
+,E D � Equivalent Hydraulic Diameter -A measure of the relative hydraulic effiendy between different tubing sizes. The greater the value of EHD, the greater the gas
capa ity of the tubing. Data Calculated per NFPA# 54 and NFPA# 5B =
Tabl 5 - Maximum Capacity of CSST
114n Water Column and a Pressure Drop of 0.054n. water Column (Between Second Stage (Law Pressure) Regulator and Appliance ShutofFvalve)
In Thousands of BTU/hr of undiluted LP -Gases (Propane) f l
(Basi6d on 1.50 Specific Gravity. Gas)
131
1
75
1 31 863 605 490 425 379 344 297 265 241 L'LL ZUO ;ter �o� -
Tab/ Ilncludes losses trot four 90 degree bends an8 two �rid'fittln Tubing -runs -with a larger -number -of bends andlo[.fittin shall be. increased. b „an a uivalent
lerig of tubing; according to the following equation; L-1.3n where Lis additional length (ft) of tubing and n is the number of additional fittings and/or bends.
i"E D - Equivalent Hydraulic Diameter - A measure of the relative hydraulic effienciy between different tubing sizes. The greater the value of EHD, the greater the gas
capacity of the tubitigf Data Calculated per;NFPA# 54 and NFPA # 68
II c
Tabla 6 - Copper Tubing or Schedule 40 Pipe Sizing
t PSIG Inlet witn a; 7 tutu rressure v� Kr+ to=•w==•• • - - -- -- - - - ,-
ousands of:BTU/hr of undiluted LP -Gases Propane) (l3asedpn 1.50 Spec0c Gravity
-
n
Len gthrng
of Pipe
or in
Feet'
fte of or .e
Copper
r r i ► .r o •r ri
r
it i r rr i .ir r
Tubing,I
'/a
284 228 195 ' 173 157 144 134 126 119 105
259
95 88
97 181
82
168
72 66 60 56 53 50 47 45 43 41'
149 124 116 109 103 97 93 89 86
Co 1per '/i
Tu ing %"
585 470 402 356 323 297 276
1,190 956 818 725 657 605 562 528
00 368
275 253 235 221 209 198 189 181 174
481 442 411 386 365 346 330 316 30
(O D.) '/a"
''/a°
2,OB0 1,670 1,430 1,270 1,150 1,060 983 922
2,950 2,370 2,030 1,630 1,500 1,390 1,310 T44
F
00 644
92 913
.
682 628 584 54B 517 491 469. 449 491
'/�°
'/a
.1,800
1 840 1 480 1,260 1,120 1,010 934 869 815
3,090 2,640 2,340 2,120 1,950 1,820 1,700
18 569
,290 1,190
#34
9 425 391 364 341 322 306. 292 280 269
1 889 817 760Pe
1
,3,850
10500 7,240 5,820 4,980 4,410 4,000 3,680 3,420 3210 3,030 2,690
2,440 2,240
4,600
0 1210 1,150,,S
90 3,440 3,160 2,940 2,760 2,610 2,480 2,360 2260 2,1701'/a"
1i/I
8,210 7.550 7,02D 6590 6230 5250
21600 14,900 11,900 10,200AMI
5,000
80 5,150 4,T40 4,410 4,130 3,910 3,710 3,540 3,390 3,260
22,300 17 900 15 300 12,300 11,300 10,500 9880 9,330 8,270
29,500 23,700 21,800 20,300 19,000 .18,000 15,900
7,490 6,890
14,400 13,300 12,300 10,900 9,920 9, 220 8f190 7,960 7,520 7,140 6,820 6,530 6,270
2°
62400 42900 34,500
....a .;
a
rirnn
r .nnritias In 100013TU/ty
t
a: maximum unanucee pluNaunNA�;u�� - Data Calculated per NFPA# 54 and NFPA# 5B
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