REV-17-1584 �\C)Q\ Miami Shores Village
Building Department
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Te:(305 79 -22 x: 8972
V7510%
3(5)762-4949 5-x-11
2014 _U
15 Fs3
BUILDING aster permit No.
PERMIT APPLICATION Sub Permit No. V--Cy (-7"
BUILDING ❑ ELECTRIC f-1 ROOFING QV
REVISION EXTENSION RENEWAL
PLUMBING ❑MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP
y CONTRACTOR DRAWINGS
,ma
JOB ADDRESS: +2 ` -'t ,g-9& —
City Miami S�horrrJi,/,es County: Miami Dade To:
Folio/Parcel#: 11-1 -®[`T- Is the Building Historically Designated:Yes NO
Occupancy Type& *oad: Construction Type: Flood Zone: BFE �,1 FFE:
OWNER:Name(Fee Simple Titleholder): ►-L G t ��� Phone#: (�7O b Z��► Z;0v'j
Address:
City: State: Zip: 15Z
Tenant/Lessee Name: Phone#:
Email: p� _ )/ r7 v7 ® /
CONTRACTOR:Company Name: �1"pima (QQ'.y /-P Phone#: ( ld-r,?c9 7-43
Address: N 3®-'L3 z; -66 D i K P e, (I� ` �3
City: �uIi K-r
State: Zip:
QualifierName: aa-+J" P'U Phone# -lla�-TI:-1`l 7' 3
-36
State Certification or Registration#: otagl
__Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: r City: State: Tip:
Value of Work for this Permit:$ Square/Linear Footage of Work:
Type of Work: ❑ Addition El Alteration 0 New ❑ Repair/Replace ❑ Demolition
Description of Work:
Specify color of color hru tile:
Submittal Fee$ Permit Fee$ ��• tJ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technoloav Fee$ Training/Education Fee$ Double Fee$
Structural Reviews Bond$
TOTAL FEE NOW DUE$
(ReVISed02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Signature 4�
OWNER or AGENT CONTRACTOR
The foregoing instrument
,was
Lacknowledged before me this Theforego4 instrument was acknowledged before me this
day of 1>yr 20r7 by 6th day of June _,2017 ,by
eA�known to Jonathan Hurd who is ersonally known o
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: Z\ (10609111/// NOTARY PUBLIC:
a O� O'l,,yii•s
Sign: a�° ���ss.:r% SigriAAW� &A"v
�n rn= Melissa S Voigtsb ger
: ��, '-=��^'�,�,�-
PrintPrint:
Seal: off;° �rt,� ° c,''�: Seal: KMEL:18AS.VOIGUSERGER
% � MISSIONAGG094751RES;Apr89,2021
*wt*�**���*s*+x****kvxsssmx�s��wx� � *w �r*saem��►�r*�»»a**es�rr* x*�m�s*zx
17
APPROVED BY Plans ExaminerNM
/ Zoning
2 Structural Review Clerk
(Revised02/Z4/2014)
ho
C ( 3 � fl.
S:'+✓ ��il,��.r.�. C.�A6�+�S.�tFr Gj'��'�i.�G1'��rt
Ltjx(b (0 P:51
W. 6 c
MIAMI olo-S VILLAGE
APPROVED BY DATE
h
Ei E•.
9 Fg�e
A L1.
�I
?-STATE j; ; � +
a
SKETCH OF BOUNDARY SURVEY
SCALE....................................................................._........1°=20'
GRAPHIC SCALE
0 t0 20 30 4.0
,+ice
1 inch 20 &
PROPERTY ADDRESS:853 NE.96th Street,Miami Shores,FL 33138.
15.00' 10' ASPHALT PAVEMENT
F.I.P. Y2° 0.43 15' ALLEY BY PLAT 0. 2' 15.00'
� a CONI. STEPS "" 100. F.00.010 F I.P. V
89*30
8 8
o
01 POOL
k
N
C CONC. PAD 0 C'
16.60' LO
2 .95 ccLO
l l 111
o
1 �
LOT 22 36.50' v �`v ui
LOCK 74 -" G� LOT 25
E STORY C.B.S. \�
' M o® RESIDENCE \�" ' Or �� BLOCK 74
Loi /a 4,
L V��x5 53 NE. 96 EL � ea�tirM �1e��`
0.
0. 23.00'
25.45' M r; .6Q' 11.15'
O.s4'
y DNC.
STEP •• ,�..
25.12 STAMPED CON . 4@ a
DRIVEWAY •' Low
2
]LOCK 5 90 9'2 °' FOUNTAIN 1 23 �...•
'ORNER
JF ° E•• '•
SP. Y2 100.00'(R) 100.02'( D6' F.I.?Y° •
.....
350.00'(R) 5OL—
' CONC. SIDEWALK - _ ••••• ' ••••••
v . • ...•
CONC. ® `
7' PARKWAY CONC. ." ,
oo
40.00' 1.5' CURB & GUTTER " `•
51' ASPHALT PAVEMENT e/ 40.00'
80' TOTAL RIGHT—OF—WAY
2' CONCRETE MEDIAN
iy-
_
HIS IS PAGE 1 OF 2,NOT VALID WITHOUT ALL PAGES.
FOLIO No. 11-3206-014-2820. SURVEYORS CER 11FyCA :
'•ERTIFY TO: I HEREBY CERTIFY THAT THE ATTACHED SKETCH OF "BOUNDARY SURVEY" AND THE SURVEY
MAP IS TRUE AND CORRECT AND WAS MADE UNDER MY DIRECT SUPERVISION AND THAT IT
95 0. HERNANDEZ & Vi IRENE HERNANDEZ. MEETS THE "MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF
PROFESSIONAL LAND SURVEYORS' PURSUANT TO RULE J-17 OF THE RID ADMINISTRATIVE
CODE AND ITS IMPLEMENTED LAW, CHAPTER 472.027, THE FLORIDA A S.
N t ;
18 No I4-194 DRAIM BY AAL LAnd S"
B. No FlLE (}IECKm BY dLL All BFRT0 L0 NZ0 LU1 CFS
1TE 11 14 rt m PLS No.3087, STATE OF FLORIDA
DAIS 10700 SVV. 66 TERRACE, MIAMI, FL. 33173
Email misurveyingOymail.com – PH. 305-301-3895
SUBDIVISION NAME:'MIAMI SHORES SECTION3"
LEGEND:
LOCATION MAP P.L.S. PROFESSIONAL LAND SURVEYOR
SCALE:.....................N.T.S. ER
I jt
/ — a �'c�'U,`T�"I��"1.�-•�.o.' � ,ILL- l•-�wl-'j��� ar
P.C.P. PERMANENT CONTRONL�POINOTNU43ENT.
h. N.I- 98th SITj' S/F.N.&0. SET OR FOUND NAIL&DISC
--vie S/FLP_ SET OR FOUND 1/2'IRON PIPE
'i CENTER LINE
Ev,I (R) RECORDED
' > C.B.S. CONCRETE BLOCK& STUCCO
F.FLEL. FINISH FLOOR ELEVATION
9:7th^ $ R � MEASURED
AMC AIR CONDITIONING UNIT
CL CLEAR
w s s s s ' t. s' a`s'• PL PLANTER
CON- CONCRETE
w d m u ` _y • d a ELN. ELEVATION
�N.T.S._ _ NOT TO SCALE
6' MOOD FENCE
® WATER METER
- - - - - m
CRS. WALL
a .� 7 • T a e r
.. t t• T • T c � ® ELECTRIC l30X
s y
PB. PLAT BOOK
w sp PG. PACE
,T Td. -m
«� a a :.„ .s a• i0 MATER'VALVE
UTILITY STEEL POLE
9 J}(� ® MANHOLE SEPTIC TANK
c. ox r LIGHT CONC. POLE
LEGAL DESCRIPTION:
LOTS 23 AND 24,BLOCK 74,OF'MIAMI SHORES SECTION THREE%ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 10, AT PACE
37,ITE THE PUBLIC RECORDS OF MIAMI-OADE COUNTY,FLORIDA
SURVEYOR'S NOTES.
THE SHOWN LEGAL DESCRIPTION USED TO PERFORM THIS BOUNDARY SURVEY WAS PROVIDED BY THE MURAL RECORD BODK 18320,PACE 2325.
OF THE PUBLIC REC1OFDS OF MIAMI-DADS COMM FLORIDA.
THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP.
LAND AREA OF SUBJECT PROPERTY.1%50t1.D0 SO.FT.(4/-).
THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1.10000
:F THIS DOCUMENT IS BEING READ IN PAPER FORMAT,IT IS NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL IF THE DOCUMENT
IS IN ELECTRONIC FORMAT,ACCORDING 10 CHAPTER 5d-17.062 SECTION 3,it IS NOT VALID UNLESS ELECTRONICALLY SIGNED_ THE FINAL HARD
COPY OF THE DWJMENT MUST HAVE THE ORIGINAL SIGNATURE AND RAM SEAL OF THE SURVEYOR.
THE ISSUE OF THIS SURVEY IS ONLY FOR THE Eg MIVE AND SPECIFIC USE OF THOSE Pows,PARTIES OR P611TUIIOD(S L1 THE CERMCAIL
THE LIABILITY OF THIS BOUNDARY SLRVEY IS LIM TED TO THE COST OF THE SURVEY.
THE PROPERTY DESCRIBED ON THIS SURVEY.UES WTHIN A FLOOD ZONE'X', AS PER FEDERAL EMERGER`CY MANAGEM04T AGENCY(FEMA). TIE
FLOOD INSURANCE RATE MAP IDENTIFIED AS 0Ok4L4UNITY PANEL No-120652-03O16L.WITH AN EFFECTIVE DATE OF SEPTEMI R 11,2009.
UNDERGROUND E78CR MA IMENTS,IF ANY.ARE NOT SHOYAV.TM FSI HAS NOT ATTEMPTED TO LOCATE FOOTING ANDAR FOUNDATION ANDAR
UL,MRGROUND IMPROVEMENTS OF ANY NATURE.
ANY FEMA FLOOD ZONE INFORMATION PROVIDED ON THIS SURVEY IS FOR INFORMATIONAL PURPOSE ONLY AND IT WAS OSTAINIED AT
NORTH ARROW DIRECTION 15 BASED ON AN ASSUMED MERIDIAN.
ALL TIES SHOWN ARE FROM BUILDING CORNER TO PROPERTY LINE
THE SURVEYOR DOE5 NO1 DETERMINE FENCE AND/OR WALL OWNERS-111.
ONTNEIMP SUBJECTS TO OPINION OF TITLE.
NOTICE:
,HIS DRAWMIMC IS THE PROPEETY OF ALBMT0L.WN74T1i M < /�
NOT VAUD WTHOUT THE SIGNATURE AND ORIGINAL.RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO
SURVEY MAPS BY OTHER THAN THE SIMG PARTY ARE PRDHIOTED WITHDIJT TIE WRITTEN CONSENT OF THE SIMG PARTY.
JG+ 46 1li
TRIS IS PAGE 2 OF 2.NOT VALID WrMOUT ALL PAGES. �n �®
t/t9 34y
nunzlw
FRP
Dimensions/Data 11"x 1KHaredWall Style FRP(Nestable)Assembly
Pr�Hr�aso�al�sta
)3
9 10
"[4N pEp1d
i8 t/8 �2g��q t
gyp}
r4k� z i/2 lees]x t[�e)
I EACH Wit, = 1
TIER coca
COVER COME Saco ig 2Z t54 Of '4
a[roz] [ mPULL SU)T
Z5118
m sma.
Porn WAD CWM OMTW/WASHER(2) BOX
A.
J,.' Covers
DESCRIPTION TIER DESIGN/TEST LOAD# WEIGHT# PALLET QTY PART NO.
W/2 Bolts 8 8,000/12,000 21 100 00111802A*"*
W/2 8A 15 15,000/22,500 23 100 C12111802A**"
v No Bobs 8 $040/12,400 21 100 C00111802A***
W/2 Bobs 22 22,500/33,750 23 100 C16111802A***
No Bolts,W/CI Reade,Over 90 5* 5,00017,500 % 100 C08111802CO09
* NoBobs,W/0Reader,Under 90 5* 5,x/7,500 26 100 0081118020009
Replace t*'with a logo tole found on page 13& See page 141 for other meter lid and touch/radio read cover options.
a Reader covers also available in Tier& ••••
BONSS •,
DESCRIPTION DEPTH TIER DESIGN/TEST LOAD# WEIGHT# PALLET QTY PARTIOQ.•• •
•
12" 8 8,000111,E 25 50 610111$1 jrL•• •• '• •••••
18' 8,000112,000 29 40 810113801"• • ..:.•
StandaN Open Bottom 1Z" 15 15,000/22,500 28 50 B1211 1hl;• '...• •"'
18' 15,000/22,500 32 40 812111i:469 •'
12" 22-SM/33,750 28 50 81911112A ••••" •
18° 22 22,500/33,750 32 40 6191111 IA•• ; .••• •
To order boxes with 2 standard mouseholes replace the last character with"M" ''
To order gasketed boxes,replace the last character with"G".
Gaskets reduce the inflow of fluids but do not make the enclosure water tight.
NOTE:Gover rating cannot exceed box rating.
Page 78 1 September 2015
= TRIM i T
3
Containin Our World's Ene K ,
9 r9Y �' Ya� �'t�s -
OVERALL. LENGTH
DOME
o
0
co
I li I
I I
_ "' I I I I
0 I
OUTSIDE j I
O DIAMETER I II
O O 1 II I
O I II I
V i U 9
`I LEG
WIDTH LEG SPACING
General Specifications
Conforms to the latest edition of the ASME code for -- - WITHDVALVE w
vALVE
AL
Pressure Vessels,Section VIII,Division 1.Complies withFLOAT Lo IE
NFPA 58. GAUGE ANODE
0 CONNECTION
Rated at 250 psig from-20"F.to 125°F.All tanks may be ® FILLER
VALVE
evacuated to a full(14.7 psi)vacuum. O ,
4 ,
Vessel Finish:Coated with epoxy red powder.(Tanks coated \ ® /
with the epoxy powder must be buried).For Aboveground use,
tanks may be coated with TGIC powder. SERVICEUvE
\ PLATE
Applicable federal,state or local regulations may contain RELIEF
specific requirements for protective coatings and cathodic VALVE
protection.The purchaser and installer are responsible for
compliance with all federal,state or local regulations. FITTINGS LAYOUT UNDER DOME
AGUG VESSEL DIMENSIONAL INFORMATION
All vessels dimensions are approximate
WATER OUTSIDE HEAD OVERALL OVERALL LEG LEG WEIGHT QUANT
CAPACITY DIAMETER TYPE LENGTH HEIGHT WIDTH SPACING FULL PER
LOAD STACK
120 wg. 24" Ellip 5'-5 13116" 3'-0" 10 118" 3'-on 245 Ibs. 96 12
454.2 L 609.6 mm 1671.3mm 911.4 mm 257.2 mm 914.4 mm 111.1 kg.
250 wg. 31.5" Hemi 7'-2 1/2" 3'-7 1/2" 12 3/4" T-6- 472 lbs. 63 9
946.3 L 800.1 mm 2197.1 mm 1104.9 mm 323.9 mm 1066.8 mm 214.1 kg.
320 wg. 31.5" Hemi 8'-11 3/4" 3'-7 1/2" 12 314" 4'-0 1/4" 588 lbs. 45 9
1211.2 L 800.1 mm 2736.9 mm 1104.9 mm 323.9 mm 1225.6 mm 266.7 kg.
500 wg. 37.42" Hemi 91-100 4'-1 7/16" 15" 51-09 871 Ibs. 30 6
1892.5 L 950.5 mm 2997.2 mm 1255.7 mm 381.0 mm 1524.0 mm 395.1 kg
1000 wg. 40.96" Hemi 15'-10 13/16" 4'-4 5/16" 16 1/4" 9'-0" 1729 Ibs. �5� 5
3785.0 L 1040.4 mm 4846.6 mm 1344.6 mm 412.8 mm 2743.2 mm 784.3 kg
STORAGE TANK IS ADEQUATELY Ferrellgas
ANCHORED TO PREVENT FLOATATION, P�Q��I�—T��VK 6t�0Y -C)(
COLLAPSE OR LATERAL MOVEMENT MAX BUOYANCY = p•*g*Vtok
DURING THE BASE FLOOD EVENT. = 1.94 slug/ft' * 32.2 ft/s' * 66.84 ft' 3232 SE Dixie Hwy.
= 4176 LBS Stuart,FL 34997
ALL WORK SHALL BE IN ACCORDANCE WITH
NFPA 54-58, NATIONAL FUEL GAS CODE NET BUOYANCY = MAX BUOYANCY - WEIGHT OF EMPTY TANK
AND FLORIDA FUEL GAS CODE 2014. = 4176 LBS - 871 LBS
= 3305 LBS
TANKS INSTALLED IN TRAFFIC AREAS
SHALL BE PROTECTED WITH GALV STEEL FORCE ON r CABLE = 3305 / 2 = 1653 LBS
SCHED. 80 PIPE BOLLARDS (4'0) 6' LONG TENSILE STRENGTH OF r CABLE = 7000 LBS
X 3' BURY DEPTH WITH CAP ® 3' O.C.
FORCE ON AUGER ANCHOR = 1653 / 2 = 827 LBS �
MIN. PULL-OUT RESISTANCE OF AUGER ANCHOR = 1360 LBS 0
C7
0
0
—11•
C7
GROUND LEVEL GROUND LEVEL �m
I—I I I—I 1 I—III—III—III III—III—I I r �—III—III—I I —III—III—III—III—III—I O d r .
—i i 1—iTi-1 i 1-1 i 1-1 i 1 1—=,, —i i 1—i i 1-111 1 i 1—ITi—ITi ITi— l Ii—ITi-1 i 1-1 i 1-1 i t ° C) CD
Iro
n '`
a
LP TANK i � �
• 0) ;4
7x19 GALV.
AIRCRAFT CABLE 1'1 L
2 TOTAL (IN POLY. o '
SLEEVE) .
AUGER ANCHOR, 48'
LONG W/ 6'0 HELIX
4 TOTAL Fort Pierce Engineering,Inc.
Dependable Mechanical,Electrical
SIDE ELEVATION &Plumbing Design
C.A.No.28 173
SCALE 1/4' = P—O'
315 South 7th Street
Fort Pierce,FL.34950
— • •
one:772 672-4636
3 1 • ax:772 6724637
GRASS COVER • ••••
G OU • ' •- `
-1 I I-1 I I-1 I I-1 I I-1 i 1 ==_—_ ,..;.. � , J ` ''` ;•.'
I (MAX COVER)1'
LP TANK �— '.••y 2 • �
EXCAVATION SIZE: "" ••
I 1 12'Lx4'Wx4.5'D
1 *soEric•J Svobod
91-13. MODE BAG — •
° 7X19 GALVcAT�:, • ` •
AIRCRAFT CABLE `••' �• 'A '
DRkWN•''��$
STRAPPING BOLT APPROVED:EJS
DRAWING NUMBER
AUGER ANCHOR, 48'
FRONT ELEVATION LONG W/ 6'0 HELIX
T - 1
SCALE 1/4' = P—O'
LP500
Jr
a nt
5
INDUSTRIES INC.
Reg®First Stage Regulators
' First Stage Regulators,High Pressure Domestic
` h LV4403TR Provides accurate first stage regulation in two-stage bulk tank systems.Reduces
tank pressure to an intermediate pressure of 5 to 10 PSIG.Also used to supply
CAhigh pressure burners for applications like industrial furnaces or boilers.
k" ® Domestic LP-gas installations,also incorporated in multiple cylinder installations.
LV3403TR ® '
PART INLET OUTLET ORIFICE FACTORY DELIVERED INTEGRAL RELIEF VALVE VAPOR CAPACITY
NUMBER CONNECTION CONNECTIONSIZE PRESSURE ADJUSTMENT INCLUDED BTU/HR.PROPANE
RANGE
LV3403TR 1/4"F NPT 1/2"FNPT 1/4s 11 9-13 Yes 1,500,000
LV4403TR4 1/2"F.NPT 1/2"R NPT 1/4" 10 5-10 Yes 2,500,000*
LV4403SR9 1/2"F.NPT 1/2"F.NPT 1/47 5 1-5 Yes 2,500;000*
LV4403TR9 F.POL 1/2"F.NPT 1/4" 10 5-10 Yes 2,500,000*
LV4403SR96 F POL 3/4"F.NPT 1/4" 5 1-5 Yes 2,5p0,000*
LV4403TR96 E POL 3/4"F NPT 1/4" 10 5-10 Yes 2,500,000*
LV3403TRV9 1/4'F.NPT 1 1/2"F NPT I 1J4" 10 - Yes 1,500,000
`Maidmum flow based on inlet pressure 20 PSIG higher than the regulator setting and deliverypressure 20%lower than the setting.
Vent at 9 o'clock.
Reg®Lora Pressure Second Stage Regulators
Second Stage Regulators Low Pressure,Domestic
Designed to reduce first stage pressure of 5 to 20 PSIG down to burner pressure,
normally Ir WC. Ideal for medium commercial installations,multiple cylinder
4k iJ�f.
installations and normal domestic loads.
Rackmount Design a.
Mounts directly to house line piping. Eliminates need for union joints and elbows and
LV44o36 LV5503B mounting brackets.Quick and easy to install.
PART NUMBER INLET OUTLET ORIFICE FACTORY DELIVERED ADJUSTMENT VENT VAPOR CAPACITY
CONNECTION CONNECTION SIZE PRESSURE RANGE POSITION BTU/HR.PROPANE
LV440364 1/2"F NPT 1/2 F NPT #28 Drill 11"WC at 10 PSIG Inlet 9"to 13"WC Over Inlet 935,000
LV4403B46 1/2"F.NPT 3/4"F.NPT #28 Drill 11"WC at 10 PSIG Inlet 9"to 13"WC Over Inlet 935,000
LV4403846R* 1/2"F NPT 3/4"_F.NPT #28 Will 11"WC at 10 PSIG inlet 9"to 13"WC Over Inlet 935,000
LV4403B66 3/4"F NPT 3/4"F.NPT #28 Drill 11"WC at 10 PSIG Inlet 9"to 13"WC Over Inlet 935,000
LV4403866R* 3/4"F.NPT 3/4F.NPT #28 D60 11"WC at 10 PSIG Inlet 9"to 13"WC Over I et 935,000
LV5503B4 1/2"F.NPT 3/4"F NPT 1/4" 11"WC at 10 PSIG Inlet 9"to 13"WC Over Inlet 1,600,000
LV550366 3/4"F.NPT 3/47 F.NPT 1/4" 11"WC at 10 PSIG Inlet 9"to 13"WC Over inlet 1,600,000
LV5503B8 3/4"F NPT 1"F.NPT 9/32" 11"WC at 10 PSIG Inlet 9"to 13"WC Over Inlet 2,300,000
LV4403B66RA"' 3/4"F.NPT 3/4"F.NPT 3/16" 11'WC at 10 PSIG Inlet 9"to 13"WC Over inlet 1,000,000
LV4403B66R- 3/4"F NPT 3/4"F.NPT 3/16" 11"WC at 10 PSIG Inlet 9"to 13"WC Over Inlet 1,000,000
AB**
LV3403114 1/2'E NPT 1/2"F.NPT 1/47 11"WC at 10 PSIG Inlet - -
Backmount Design "Sidemamt Design
Re ®Low Pressure Second Stage Tobacco Barn Regulator
9 9 g
Especially developed for drying barns in the tobacco industry.The LV5503G4 regulator will supply a
t,x rO
steady and constant flow of fuel to as many as 12 to 20 burners throughout the barn. Lv550.3Ga
PART INLET OUTLET ORIFICE FACTORY DELIVERED ADJUSTMENT VENT VAPOR CAPACITY BTU/
NUMBER CONNECTION CONNECTION SIZE PRESSURE RANGE POSITION HR.PROPANE
LV5503134 1/2"F.NPT 3/4"F.NPT 1/4" 15"WC at 15 PSI Inlet 8"-18"we Over Inlet 1,750,000
'Maximum flaw is based m 15 PSI6 inlet and 13"WC delivery pressure.
C -
OrdefbV40bne: 800-922-0724
3c
58-94 LIQUEFIED PETROLEUM GAS CODE
Table 15.1(o) Polyethylene Plastic Pipe Sizing Between First-Stage and Second-Stage
Regulators:Nominal Outside Diameter(IPS)
Gas: Undiluted Propane
Inlet Premure: 10.0 psi
Pressure Drop: 1.0 psi
Specific Gravity 1.52
Plastic
Pipe t/2 in. S/4 in. I in. l t/a in. 1'/2 in. 2 in.
Length SDR 9.33 SDR 11.0 SDR 11.00 SDR 10.00 SDR 11.00 SDR 11.00
(ft) (0.660) (0.860) (1.077) (1.328) (1.554) (1.943) T.
30 2143 92 7744 13416 20260 36402 H
40 1835 36 3 6628 11482 17340 31155
50 1626 3256 5874 10176 15368 27612
60 1473 2950 5322 9220 13924 25019
70 1355 2714 4896 8483 12810 23017
80 1261 2525 4555 7891 11918 21413
90 1183 2369 4274 7404 11182 20091
100 1117 2238 4037 6994 10562 18978
125 990 1983 3578 6199 9361 16820
150 897 1797 3242 5616 8482 15240
175 826 1653 2983 5167 7803 14020
200 778 1539 2775 4807 7259 13043
225 721 1443 2603 4510 6811 12238
250 681 1363 2459 4260 6434 11560
275 646 1294 2336 4046 6111 10979
300 617 1235 2228 3860 5830 10474
350 567 1136 2050 3551 5363 9636
400 528 1057 1907 3304 4989 8965
450 495 992 1789 3100 4681 8411
500 468 937 1690 2928 4422 7945
600 424 849 1531 2653 4007 7199
700 390 781 14.09 2441 3686 6623
800 363 726 1311 2271 3429 6161
900 340 682 1230 2131 3217 5781
1000 322 644 1162 2012 3039 5461
1500 258 517 933 1616 2441 4385
2000 221 443 798 1383 2089 3753
IPS:Iron pipe size.
SDR Standard dimension ratio.
Notes:
(1)Capacities are in 1000 Btu/hr.
(2)Dimensions in parentheses are inside diameter.
A Y�
✓(� illi
2011 Edition lo,�
#S�
�A T
54-48 NATIONAL FUEL GAS CODE ANSI 2223.1-48 E
Table 6.3 A Schedule 40 MetaIlic Pipe
a
Gum Uudgwzd Propane
lnla Prem. 11.0 ha w c
Presse Drop: OS hu w.c.
or
rtcp Specific Gravity: 1.50
?",�� tiT-^b•_f _,-u`�,'e. ^•i't:seta-a.,�'tY .f:`.'.: +.l -F".,'.Am .:�.� s :.•;',
� �t n+ i _!. ..•,..:.. ' •••M•: as��
Pipe Size(u)
Nominal
V. ?Y. 1 IK 115 2 21h 3 4
Acbwk 0.622 0824 1A49 1,580 1.610 2.067 2.469 3.068 4.026
(g) Capacity is Thousaadt of Btu per Hoye
10 291 608 1,150 2,850 3,520 6,790 10,800 19,100 39.000
20 200 4 787 1,620 2,420 4,660 7,430 15,100 26,800
30 160 396 632 1,300 1,940 5.750 5,970 10,600 21.500
40 137 287 541 -r I10 1,660 3,210 5,110 9,030 18.400
50 122 255 480 985 1,480 2.840 4,530 8,000 16,+300
60 110 281 434 892 11540 2,570 4,100 7750 14.800
80 101 212 400 821 1.230 2,370 5,770 6,670 18,600
100 94 197 372 - 769 1.140 2.200 9.510 6,210 12,700
Ip,S 89 185 349 716 1,070 2,070 8,290 SAW 12,900
150 84 175 330 677 1,010 I'm 3,110 5,500 11,200
175 74 155 292 600 899 1,730 2,760 4,880 91950
200 67 140 265 549 814 1,570 2,500 4,420 9,010
250 62 129 243 500 749 IAO 2,340 4,060 81290
300 58 120 227 465 697 1,340 2,140 3,780 7,710
350 51 107 201 412 618 1,190 1.900 3,350 6.840
400 46 97 182 373 550 1,080 1.720 3,040 6.190
450 42 89 167 344 515 991 1,580 2,790 5,700
500 40 83 156 320 479 922 1,470 2,600 5,300
550 37 78 146 900 449 865 1,380 2,440 4,970
600 35 73 138 285 424 817 1,300 2,800 4.700
650 33 70 131 269 408 776 1,240 2,190 4.460
700 32 66 125 257 385 741 1,180 21090 4,260
750 30 64 120 246 368 709 1.130 2.000 4.080
800 29 61 115 256 354 681 1.090 1,920 3,920
850 2$ 59 111 227 •541 656 1,050 1,850 3,770
900 27 57 107 220 329 694 1,010 1,740 31640
950 26 55 104 213 •319 613 978 1,730 3,630
1,000 25 53 100 205 509 595 948 1,680 3,420
1,100 25 52 97 200 900 578 921 1.690 3.820
1.200 24 50 95 195 292 562 895 I-cm 8,230
1.300 23 48 90 185 277 554 850 1,500 3,070
1,400 22 46 85 176 264 509 811 1,430 2,990
1.500 21 44 82 169 253 487 777 I= 2,8OO
1.600 20 42 79 162 245 468 746 1.520 2.690
1,700 19 40 76 156 234 451 719 1,270 2,590
11800 19 39 74 151 226 436 694 1.250 2,540
1,900 IS 38 71 146 219 422 672 1,190 2,420
2.000 18 37 69 142 212 409 652 1,750 2,350
Note:AA able cuvics arc mtatdcd m 3 dgnifi-t digits.
otq�o F®
i
Date 07-20-2017
Permit No. 17-1584
Soil Compaction for paver driveway;
6" base lime rock base layered in 3"—4"for compacting with plate compactor.
2" leveling sand compacted with plate compactor.
Level the area and replace pavers.
r
uis Hernadn
0000•
•
0000..
0
00.00 .
.0 .
. .. • 0
•• 0000..
60000.
6000.• •
• •8600.
•
0000
•• • •
0006
0000 00000
6006•
6060.: • 6000.•
• 0..•.
•• • •
• •
i�•••• 0.
•
0 • ..•..0