EL-19-336Pau Plumbing Contractor, INC.
7740 West 2nd Court, Hialeah, Bay # 3
Florida 33014
Phone (305) 934-2894, Fax (305) 698-1910
Certificate Plumbing Contractor, CFC1426010.
www.pauplumbing.net
Reference: Permit Number, j ' oa-
ob Site: 17 N E 10k S
Date and Time Test: YJ1'2 dal
Type of Gas: Natural
Starting Time: 2 ., 10
End Time• 3 !9G
Manometer Test: Water Column Open Side, + y ", and Lock Side, -
Test Details: The Drop Test was measured with a manometer of water column,
"Li", showing not variation and held the same differential for the time of Test
I
State License #: CFC14260110
Qualifier name: Reynaldo Soto
Technician: Reynaldo Soto
Signature:
P
PHONE: 305.934.2894 • FAX: 305.698.1910
EXISTING APPLIANCES
Tankless W/H
Range
New 22kw Generator
NATURAL GAS LOAD ANALYSIS AND ISOMETRIC
CITY
BTU
Total BTU
1
180,000
180,000
1
50,000
50,000
1
327,000
1 327,000
TOTALBTU1
557,000
GAS DESIGN
CRITERIA
GAS TYPE:
NATURAL
TOTAL DEMAND BTU:
557,000
TOTAL EQUIV. LENGTH:
40 FT
INLET PRESSURE:
LESS THAN 2.0 PSI
PRESSURE DROP:
6.0 in.wc.
SPECIFIC GRAVITY:
0.6
PIPE MATERIAL:
SCHED. 40 METALIC
POLYETHYLENE PIPE
F.B.0 TABLE:
402.4 (4), 402.4 (21)
NOTES:
NotaryP lic tiiate Florida
i�12O
MyOF
g7�
GA,
(gas
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1�0.VUD
11 "..- 11
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Project: JUAN SANCHEZ, 17 NE 106th STREET,
.1WIAMi tkI0&5, FL 33138
Qa ; • • Approy ed
Scale:N ' ' .t. • -
Drawn By: C.C. Reyna S o
• • • • • • • . • . • •
• • • • • • • • • •
• . • • • • . • • • • •
PAU PLUMBING CONTRACTOR INC.
7740 WEST 2ND COURT BAY #3
HIALEAH FL 33014
(305) 409-9816
LIC. #: CFC1426010
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Project: JUAN SANCHEZ, 17 NE 106th STREET, MIAMI CONKRETA BUILDERS ELECTRIC LLC.
SHORES, FL. 33138 3800 NORTH 28TH TERRACE
Date: Approved by: HOLLYWOOD FL. 33020
Scale: N.T.S PHONE: 305-900-5055 EXT. 4
Drawn By: C.C. Jo onzalez LICENSE: EC13008643
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ASPH. PAV.
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zC��w
10.28/ _ NE 106TH ST
_
(PLAT & SIGN)
\l o. 41
---
s*
Project:
JUAN SANCHEZ, 17 NE 106th STREET, MIAMI
PAU PLUMBING CONTRACTOR INC.
SHORES, FL. 33138
7740 WEST 2ND COURT BAY
HIALEAH FL. 33014
PHONE: 305-409-9816
LIC.: CFC1426010
#3
Date:
Approved by:
Re 0Soto
Scale: .T.S
Drawn By: C.C.
n c,
75.00' R, d �,
1.00'— Q
3.00'CL. LO x k " * v CL.
f 10.68 10.41J�60_
8 a ,�
RECEIVE x�� 10.22 o
RE s.ao'wFEB 13 20 15.00' PLASTICONC.
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6 28.80' J
x CO 4.5' 10.85 �C
2.50' U ...
o o • Cr ...> ......
x 'ion POOL °^'
34.00' w• C_• •••.•.
2' 2 'I" W Q •
o PAVER DECK ` �• ••••••
0'CL k � `0 10.24 000
. .. ..
! C 1.3' 1.3' . .... .....
1 0' •+y •
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y
0 1`r . SC2EElit� "� . 'mot• �+ •
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cv PERMIT C1141 F 0.50 ONE STORY GAS tV :.' •
1 en 10.50 rf�'_
RES. No.'17 lJ".1 o METER r o
MItAMI SHORES VIL �7j�' F.FL.EL.�12.10 �ixe � 10.89 �
2.1O'CL. LOT 10 BLK. 207
10'00 5'W.'F' EW 22KW GENERATOR
APPROVED BY TIE rt D OVER CONCRETE SLAB J
10 ¢ " AT 11.00' NGVD.MORE
Tumiv g.7, 0.10' HAN 10 FT FROM ANY
x-x CL. VENTS, DOORS,
(' ZONING �IOa 0 �" t 3.60' —
INDOWS, OPENINGS
/ FROM EXHAUST SIDE.
V ''5 10.14 10.40^ SCREENED FROM
I� 1'RUCTURAL C7 STREET VIEW.
J o 6 10. 36 10
P RKI G "
0 10.15 J
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N� BING 10.01
ADD SMOKE/CARBON MONO ]DE DE CTbW
�� '/ F AVER 2� CLOTH- D RUBB R
R TURN INSULATE�UCTOR BE R^ LACED.
CL C"i
4ZI4XNICAL
t 0.32 °
I TO 17.0' ASPH. PAV. z
BLDG. _ _ _/ _
NE 106TH ST 1 41j '8 4
1 j (PLAT & SIGN)
SUBJECT TO COMPLIANLt: WITH ALL FeDFRAE
r
project �— I'MI�E , Yi06th STREET, MIAMI CONKRETA BUILDERS ELECTRIC LLC.
SHORES, FL. 33138 3800 NORTH 28TH TERRACE
Date: '2 1211ci, Approv d by: HOLLYWOOD FL. 33020
Scale: N.T.S PHONE: 305-900-5055 EXT. 4
Drawn Bv: C.C. nv X. Gonzalez LICENSE: EC13008643
NQ,W PfTS
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ONE LINE ELECTRICAL DIAGRAM
2z PVC.
3 ** 2/o cv
D`f-4 Panel
-to ep- mckto
QiC0 AMP
1li21W 22V--W
CocnecoAvr
w11ob Amp
LL-i 1'Iy Pvc OC,PD 2Pvc-
=W- y 3 3 w 1 U IAA rC
PL
.. ... .. . ....
NOTES: * SYSTEM WILL BE BONDING AND GROUNDING TO WATER PIPE, Project: JUAN SA�J�Ht; ,17 N E.106th STREET, CONKRETA BUILDERS ELECTRIC LLC.
096
GAS PIPE, TV AND PHONE. 2 GROUND ROD 5/8" X 8'. ACC DING "AMI S:lOREJ Ft 3Z38 • • 3800 NORTH 28TH TERRACE
TO NEC 250 Date: "Z Apopo e&Gy: :•. HOLLYWOOD FL. 33020
** ALL WIRE TO USE WILL BE THWN Scale: N.T.S. PHONE: 305-900-5055 EXT. 4
Drawn By: C.C. �� n y X. Gonzalez LICENSE: EC13008643
Ca Cav IloMy of F
.... . ..
mi 1 2 758
E)O 9 •�• �• •� ••• •�• �• •�
AS BUILT LOAD ANALYSIS CALCULATIONS
**Gas appliances are not used**
QTY or Amp
VA
Totals
Living square feet:
1,375
3
4,125
Small Appliance Circuits (min 2)
2
1,500
3,000
Microwave
1
1,300
1,300
120v Laundry Circuit (1 req)
1
1,500
1,500
Refrigerator
1
500
500
Garbage Disposal
1
750
750
Dryer
1
5,000
5,000
Dishwasher
1
1,200
1,200
A Total General load:
17,375
B First 10kva @ 100%:
10,000
C=(A-10,000W.4)
C Remaining va x 40%:
2,950
D = B + C
D Sub total general load:
12,950
E Total AC load @ 100%:
10,000
������p + E
F Total Load (VA):
22,950
24D')Jln
G Calculated Load (Amp):
96
10
Kilowatts Calculated:
27kw
L
NOTES:
N 0 Pu lic to
Ao Ca a
A/C Unit
KW
A/C #1
10
Total AC 10,000
Load (VA)
Panel 1 amp size (Amp)
Meter size CL200
(Amp):
M
.. ... .
Sales
. . . .
' •
• .. . . . . ...
..
.
Person:
Project:
JUAN SANCHEZ, 17 NE 106th STREET,
CONKRETA BUILDERS ELECTRIC LLC.
MI4I SHORES, FL 33138
3800 NORTH 28TH TERRACE
ApOr a bq: • •
HOLLYWOOD FL. 33020
Scale:
N.T.S.
:. .
PHONE: 305-900-5055 EXT. 4
Drawn By:
C.C.
y X. Gonzalez
LICENSE: EC13008643
.... .......
.
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
PROPOSED LOAD ANALYSIS CALCULATIONS
**Gas appliances are not used**
QTY or Amp
VA
Totals
Living square feet:
1,375
3
4,125
Small Appliance Circuits (min 2)
2
1,500
3,000
Microwave
1
1,300
1,300
120v Laundry Circuit (1 req)
1
1 1,500
1,500
Refrigerator
1
500
500
Garbage Disposal
1
750
750
Dryer
1
5,000
5,000
Dishwasher
1
1,200
1,200
A
Total General load:
17,375
C=(A-10,000x0.4)
D = B + C
F = D + E
G = F / 240 Volts
�AA�cL cq� R
e �o
NOTES
B I First 10kva @ 100%: 10,000
CI Remaining va x 40%: 2,950
D Sub total general load:
12,950
E Total AC load @ 100%:
0
F Total Load (VA):
12,950
G Calculated Load (Amp):
54
Kilowatts Calculated:
16kw
Generator to Install
22KW
aP` 1
L
A/C Unit
KW
A/C #1
0
Panel 1 amp size (Amp): 200
Total AC
Load (VA) 0 Meter size CL200
(Amp):
NOTE: A/C LOADS SHOW AS 0 WILL BE MANAGED BY GENERAC
SMART MANAGEMENT MODULES (SMM) TO OPTIMIZE THE
PERFORMANCE OF THE GENERATOR. ATTACHED SMM SPECS.
LOADS SHEDDING ORDER
A/C #1 1
•• ••• • • • • • ••
.. .. .. . . . ..
Project: JUAN SANCHEZ, 17 NE 106th STREET,
M1+41* I MRES• 4 33:S8
Date: ( par idby:Scale: N.T.S. Drawn By: C.C. oy X. Gonzalez
.... ....... .
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
Sales
Person:
CONKRETA BUILDERS ELECTRIC LLC.
• 3800 NORTH 28TH TERRACE
HOLLYWOOD FL. 33020
• PHONE: 305-900-5055 EXT. 4
LICENSE: EC13008643
16/20/22 kW
INCLUDES:
• True Power- Electrical Technology
• Two Line LCD Multilingual Digital
Evolution'" Controller (English/Spanish/
French/Portuguese)
• Two Transfer Switch Options Available:
100 Amp, 16 Circuit Switch or
200 Amp Service Rated Smart Switch.
See Page 4 for Details.
• Electronic Governor
• System Status & Maintenance Interval LED
Indicators
• Sound Attenuated Enclosure
• Flexible Fuel Line Connector
SUw 3ar1Cy1eZ
GENERAC@
GUARDIAN° SERIES
Residential Standby Generators
Air -Cooled Gas Engine
. . .... ......
1Stanbby PVVer%ating ••
...... . .. ......
Mode's G007036-0, G007037-0 (Aluminiitij.w%isque) - 16 ;W 60 Hz,, .
Model G007035-0 (AlurninWfti•-•E?i que) 0 k' /60 Hz: • • • •:
Models G007039-0. G007038-0 (AluminVrp. �E iI que) .020 kW 60 Hz•' • • o
X P ode's Ca007043 1, GOO 7042 1 (Alurninl„yf-.E ISque) -% 2 kYs�60 {z • • • • •
rit: �f
• Direct -To -Dirt Composite Mounting Pad
• Natural Gas or LP Gas Operation
• 5 Year Limited Warranty
• Capability to be installed within 18" (457 mm)
of a building*
FEATURES
0 INNOVATIVE ENGINE DESIGN & RIGOROUS TESTING are at the heart of Generac's O
success in providing the most reliable generators possible. Generac's G-Force engine
lineup offers added peace of mind and reliability for when you need it the most. The
G-force series engines are purpose built and designed to handle the rigors of
extended run times in high temperatures and extreme operating conditions.
p TRUE POWER— ELECTRICAL TECHNOLOGY: Superior harmonics and sine wave O
form produce less than 5% Total Harmonic Distortion for utility quality power. This allows
confident operation of sensitive electronic equipment and micro -chip based appliances,
such as variable speed HVAC systems.
i
GENERAC' !
4Dus Q 1'
LISTED V
NoteCUL certification only applies to unbundled units and units packaged with
limited circuit switches. Units packaged with the Smart Switch are UL certified in
the USA only.
*Only if located away from doors, windows and fresh air intakes,
and unless otherwise directed by local codes.
SOLID-STATE, FREQUENCY COMPENSATED VOLTAGE REGULATION:
This state-of-the-art power maximizing regulation system is standard on
all Generac models. It provides optimized FAST RESPONSE to changing
load conditions and MAXIMUM MOTOR STARTING CAPABILITY by
electronically torque -matching the surge loads to the engine. Digital
voltage regulation at ±1 %.
SINGLE SOURCE SERVICE RESPONSE from Generac's extensive dealer
network provides parts and service know-how for the entire unit, from the
engine to the smallest electronic component.
0 TEST CRITERIA: O GENERAC TRANSFER SWITCHES: Long life and reliability are
Y PROTOTYPE TESTED o NEMA MGi-22 EVALUATION
synonymous v-b QENERAC POWER SYSTEMS. One reason for this
SYSTEM TORSIONAL TESTED I MOTOR STARTING ABILITY EL�on►ld�gce�ih��GEN RAC�pr;9duct9fib'includes1r,o transfer
systems and controls for o em compatibility. �' ��� r7
APPROVED DATE
w_ GENERA
C
hat7.3ss LL��M.
• 1
P R O M I S E 's®�P �(� Link
TOMEA� qRR��` TM
"ft,/ M lire USA using Jpm . sM Iurp ports
'
GENERAC"
16/20/22 kW
features and benefits
Engine
•
Generac G-Force design
Maximizes engine "breathing" for increased fuel efficiency. Plateau honed cylinder walls and plasma moly rings helps the engine
run cooler, reducing oil consumption resulting in longer engine life.
•
"Spiny-lok" cast iron cylinder walls
Rigid construction and added durability provide long engine life.
•
Electronic ignilion/spark advance
These features combine to assure smooth, quick starting every time.
•
Full pressure lubrication system
Pressurized lubrication to all vital bearings means better performance, less maintenance and longer engine life. Now featur-
ing up to a 2 year/200 hour oil change interval. ..
•
Low oil pressure shutdown system
Shutdown protection prevents catastrophic engine damage due to low oil. • • •...
. • ....
•
High temperature shutdown
Prevents damage due to overheating. " ' ; • • •
•
•
Generator
.... •
......
'
•
Revolving field
Allows for a smaller, light weight unit that operates 25% more efficiently than a revolving"ayry Le`generato, • • • • •
•
Skewed stator
Produces a smooth output waveform for compatibility with electronic equipment. • • •... . .
�; • •
•
Displaced phase excitation
Maximizes motor starting capability. • • • • • • • •
......
•
Automatic voltage regulation
Regulates the output voltage to ±1% prevents damaging voltage spikes. :":': '
• •
•
UL 2200 listed
For your safety. • • • • • .
•
Transfer Switch (if applicable)
• • •
••••
•
Fully automatic
Transfers your vital electrical loads to the energized source of power.
•
NEMA 3R
Can be installed inside or outside for maximum flexibility.
•
Remote mounting
Mounts near your existing distribution panel for simple, low-cost installation.
Evolution'" Controls
•
Auto/Manual/Off i;luminated buttons
Selects the operating mode and provides easy, at -a -glance status indication in any condition.
•
Two-line LCD multilingual display
Provides homeowners easily visible logs of history, maintenance and events up to 50 occurrences.
•
Sealed, raised buttons
Smooth, weather -resistant user interface for programming and operations.
•
Utility voltage sensing
Constantly monitors utility voltage, setpoints 65% dropout, 80% pick-up, of standard voltage.
•
Generator voltage sensing
Constantly monitors generator voltage to ensure the cleanest power delivered to the home.
•
Utility interrupt delay
Prevents nuisance start-ups of the engine, adjustable 2-1500 seconds from the factory default setting of 5 seconds by a
qualified dealer.
•
Engine warm-up
Ensures engine is ready to assume the load, setpoint approximately 5 seconds.
•
Engine cool -down
Allows engine to cool prior to shutdown, setpoint approximately 1 minute.
•
Programmable exercise
Operates engine to prevent oil seal drying and damage between power outages by running the generator for 5 minutes every
other week. Also offers a selectable setting for weekly or monthly operation providing flexibility and potentially lower fuel
costs to the owner.
•
Smart battery charger
Delivers charge to the battery only when needed at varying rates depending on outdoor air temperature.
Compatible with lead acid and AGM -style batteries.
•
Main line circuit breaker
Protects generator from overload.
•
Electronic governor
Maintains constant 60 Hz frequency.
Unit
• SAE weather protective enclosure Sound attenuated enclosures ensure quiet operation and protection against mother nature, withstanding winds up to 150
mph. Hinged key locking roof panel for security. Lift -out front for easy access to all routine maintenance items. Electrostat-
ically applied textured epoxy paint for added durability.
• Enclosed critical grade muffler Quiet, critical grade muffler is mounted inside the unit to prevent injuries.
• Small, compact, attractive Makes for an easy, eye appealing installation, as close.as�.8_" away from a building.
ELFri
Installation System � VV
• 1 ft (305 mm) flexible fuel line connector Absorbs any generator vibration when connected t� ri�r} p'qP ROVED
• Direct -to -dirt composite mounting pad Complex lattice design prevents settling or sinkin ,of the generator system. DATE
0 Integral sediment trap Prevents particles and moisture from entering the fuel regulator an en ~pro ngin p Line life. �'�
GENERAC
16/20/22 kW specifications
Generator
Model
G007035.0, G007036-0,
G007038-0, G007039.0r11714�.-1,
G007043-1
G007037-0 (16 kW)
(20 kW)2
kW)
Baled Maximum Continuous Power Capaci y ( P)
--
1"6000Watts'
2 ,000 a s
Ralod Maximum Continuous Power Capacity (NG)
16,000 Watts"
18.000 Watts'19,500
Rated Pottage
2'AO
240240
=
Rated Maximum Continuous Load Current - 240 Volts (LP/NG)
66.6/66.6
83.3/75 - 91.6/81.3
_ToMI Harmonic bistortion
(.ess than 5%
-70
Less han 596 CEssss [Fan A
_ _ _ _
Main Line Circuit Breaker
Amp
100 Amp 1 �0�1mp�
J.
i • -• _
1 •
i
Number of Rotor Poles
2
-
2 • • •
Rated At Frequency - - - - ' - -
L..-
6Otz
60`K• •-•--*' • tllHj
Power Factor
1.0
i ff • : • • • • Y0
• •
ry Requuement (not(not incTuaeaj
12 Volts, 6ioup 26R 54D CCA Minir^umR>rt3t'dbp35AGM 650 0A' inimum
__ _._
•
Unit Weight (Ib/kg)
406/186
448/206 • • • • 46fj(211
• •
•
Dimensions (L x W x ,) ( mm
48 z 2'S is 29I1'2' Y 6VY t32__• 0 0 1-
_ _ _ _ _
Sound output in dB(A) at 23 ft (7 m) with generator operating at normal load"'
_
66
6f 67
••••.•
_• •,
;Sound outputin d8(A) at 23 f�(7 m with genera or in Uuiei-TesTTlow=spee exeriiise mode"
_
58
- •
58 • + -• w �e• .
••
t
Exercise duration
5min
- -5 ••--,•j
5 min •• •• S••-
min
Engine
Type of Engine
Number of Cylinders
Displacement
- 999 cc
• • •
GENERAC G-ForGe 10:0 Series i • • •: •
999 cl •- • '_'_79g5_c
Valve Arrangement
Overhead Valve
Overhead Valve
Overhead Valve
11FM on em
S-oliB-slate w/ MagneTo—Solid-state
w/ Magneto
Solid-state w%`Magneto
Governor System
Electronic
Electronic
Electronic
f.ompresslon Ratio - - — — — -
9 5:1
9::1_
T57—
Starter
12 Vdc
12 Vdc
12 Vdc
,Oil Capaci IncluLFing Fwer
Approx. 1.9 gT1:8 t
Approxh9 gV1.8_C_
Approx 1:9 0'8 L
Operating rpm
3.600
3,600
3,600
_ _
kNatural Gas ft3/1,r (m3/hr)
1/2 Load 218 (6.17) 204 (5.78) 228 (6.46)
Fu'I Load 309 (8.75) 301 (8.52) 327 (9.26)
Liquid Propane ON (gal/hr) [I/hr]
1/2 Load 91.6 (2.52)19,531 86 (2.37) [8.99] 92 (2.53) [9.57]
Full Load 106.8 (2.94)• [11.11] 129.6 (3.56),[13.48] 142 (3.90) [l4.77]
Note. Fuel pipe must be sized for full load. Required fuel pressure to generator fuel inlet at all load ranges - 3.5-7" water column (7-13 mm mercury) for natural gas,10-12" water column (19-22 mm mi
for LP gas. For Btu content, multiplft3/hr x 2500 (LP) or ft3/hr x 1000 (NG). For Megatoule content, multiply m3/hr x 93.15 (LP) or m3/hr x 37.26 ING)
Controls
2-Line Plain Text Multilingual LCD Display
Simple user interface for ease of operation.
rode Buttons:Au o
- -
Auma otic Start on Utility failure. 7 day exerciser.
Manual
Start with starter control, unit stays on. If utility fails, transfer to load takes place.
'Off
Stops unit. Power is removed: Contra and c arger s f of perat
Ready to Run/Maintenance Messages
Standard
Engine Run Hoors OF
San and
Programmable start delay between 2-1500 seconds
-
Standard (programmable by dealer only)
i _ _ _
[(tlility Vo rage Los eturn to Ut'illty Ad(usta6le ( re_wno`ut SeRmg)
From 140-17i V%190=216 V
-
Future Set Capable Exerciser/Exercise Set Error Warning
Standard
°R Ala . -ifite^ante Logs
50'Events Each '
Engine Stan Sequence
Cyclic cranking: 16 sec on, 7 rest (90 sec maximum duration)
Starter Lock -out- - - -. -
erranno reen a 4.n1.5 sec afeen 1nehasstoPPede_. [
Smrt B-ttey Charger
Standard
ghagerualf/fdfssmg ACAC Wammg =� _
Standard
Low Battery/Bahery Problem Protection and Battery Condition Indication
_
Standard
tAutornatic Voltage Reguiation with Over and Under Voltage Protection- �m
Standard - t
Under-Frequency/Overload/Stepper Overcurrent Protection
- -
Standard
;Sorel Fusetl%Fuse rotilem Pro ec ion
- - --
Automatic Low Low Oil Pressure/High Oil Temperature Shutdown
Standard
.� .�
Overcran Overspee _ 72 z) rpm Sense Loss Shutdown
_
S ai-rtdar0 -
High Engine Temperature Shutdown
Standard
��ntemit aultrncoirect�Yring PTiion
-
' Standard
_ - _
Common External Fault Capability
y
Standard
fie d Upgradable Firmware
_ S -ddard --�
"Sound levels are taken from the front or the generator. Sound levels taken from other sides orNegenerator maybe higher depen ItiWhildrrparamelera-�Mingdeluxtioas.=Stattdby:Applirapl�Jptyippl� enc ower for the duration
the No is for this in BS5514, IS03046 Dlf�6 ''f�a�r k
of utility power outage. overload capability available rating. (All ratings accordance with in 1 , 90,1 amgS,anircur jecI to and limited by such ciar as a eyo, e
temperature, Maximum decreases 3.5 for feet 'also
I[APPROVED
content, ambient aYaude,engine power and condition, etc . power about percent each
(304.8meersiabovesealrl; n s about1percentforeach6�((1�°Fj�beve 6T(60
l l j ' CI
DATE
GENERAC'
16/20/22 kW switch options
Limited Circuits Switch Features
• 16 space, 24 circuit, breakers not included.
• Electrically operated, mechanically -held contacts for fast, positive
connections
• Rated for all classes of load,100% equipment rated, both inductive and
resistive.
• 2-pole, 250 VAC contactors.
• 30 millisecond transfer time.
• Dual coil design.
• Rated for both copper and aluminum conductors.
• Main contacts are silver plated or silver alloy to resist welding and sticking.
• NEMA/UL 3R aluminum outdoor enclosure allows for indoor or outdoor
mounting flexibility.
• Multi listed for use with 1" standard, tandem, GFCI and AFCI breakers from
Siemens, Murray, Eaton and Square D for the most flexible and cost effec-
tive install.
Dimensions
Height
Width
H1
H2
W1
W2
Depth
in
26.75
30.1
10.5
13.5
6.91
mm
679.4
764.3
266.7
343.0
175.4
Wire Ranges
Conductor Lug
Neutral Lug
Ground Lug
1/0-#14
210-#14
2/0-#14
Service Rated Smart Switch Features
• Includes Digital Power Management Technology standard (DPM).
• Intelligently manages up to four air conditioner loads with no additional
hardware.
• Up to four more large (240 VAC) loads can be managed when used in
conjunction with Smart Management Modules (SMMs).
• Electrically operated, mechanically -held contacts for fast, clean connections.
• Rated for all classes of load, 100% equipment rated, both inductive and resis-
tive.
• 2-pole, 250 VAC contactors.
• Service equipment rated, dual coil design.
• Rated for both aluminum and copper conductors.
• Main contacts are silver plated or silver alloy to resist welding and sticking.
• NEMA/UL 3R aluminum outdoor enclosure allows for indoor or outdoor mount-
ing flexibility.
Dimensions
200 Amps 120/240, 1 e
Open Transition Service Rated
Height
Width
H1
H2
W1
W2
Depth
in
26.75
30.1
10.5
13.5
6.91
mm
1 679.4
764.3
266.7
343.0
175.4
Model
G007036-0 (16kW)
rtNo. of Poles ' _ - ._ — _ _ _
_ _ 2 f
Current Rating (Amps)
100
(Voyage Rating (VAC)
1 _
Utility Voltage Monitor (Fixed)'
-Pick-up
80%
-Dropout
65%
Ret tum to Utility_
approx. 'i 5 sec f
Exercises bi-weekly for 5 minutes`t
Standard • • • •
1 Llstetl
• 9tandard �• •
Total Circuits Available
• • L • • •
andem Breaker Capabilities
• • • oUaNdems ;_•
„„'
•
Circuit Breaker Protected
Available RMS Symmetrical
• • • •10,000
Fault Current @ 250 Volts
• •
*Function of Evolution Controller
Exercise can be set to weekly or monthly
' •; "; • •
W, ..•...
H2 Ht
Model
G007037-0 (16 kW)/G007039-0 (20 kW)/
G007043-0 (22 kW)
_
4No. of Poles _
2
Current Rating (Amps)
200
Voltage Rating (VAC)
120RA0',10
Utility Voltage Monitor (Fixed)'
-Pick-up
80%
-Dropout
65%
Aetum to Uhuty-
_
approx_.13 sec_
Exercises bi-weekly for 5 minutes'
Standard
UL Listed
Standard
Enclosure Type
NEMA/UL 3R
Circuit Breaker Protected
22,000
Lug Range
250 MCM - #6
*Function of Evolution Controller
Exercise can be set to weekly or monthly
16/20/22 kW
Model # Product
G007005-0 I Wi-Fi LP Fuel Level Monitor
G006463-4 j Mobile Link`"
19-0 ; 26R Wet Cell Battery
G007101-0 1 Battery Pad Warmer
G007102-0 Oil Warmer
G005621-0 Auxiliary Transfer Switch
] Contact Kit
G007027 0 Bisque Fascia Base Wrap Kit
f (Standard on 22 kW)
G005703-0 - Bisque i Paint Kit
G006485-0 Scheduled Maintenance Kit
G006873 0 ' Smart Management Module
(50 Amps)
.7 mm
[25.1 In))
GENERAC
available accessories
Description
The Wi-Fi enabled LP fuel level monitor provides constant monitoring of the connected LP fuel tank. Mon-
itoring the LP tank's fuel level is an important step in making sure your generator is ready to run during an
unexpected power failure. Status alerts are available through a free application to notify when your LP tank
is in need of a refill.
Generac's Mobile Link allows you to check the status of your generator from anywhere that you have ac-i
cess to an Internet connection from a PC or with any smart device. You will even be notified viaeau or
text message when a change in the generator's status occurs. Available irlthe U.!, only. • • • • • •
Every standby generator requires a battery to start the system. Generac offers fie reCommend)A 7.6Rowet
cell battery for use with all air-cooled standby product (excluding PowerPloi • • • • •
The pad warmer rests under the battery. Recommended for use if the temperature regularly falls below 0°F.
(Not necessary for use with AGM -style batteries). . ` • • • • ; . • . 0 •
Oil warmer slips directly over the oil filter. Recommended for use if the tevIyejoiIyq,regularly falls belclp,
The auxiliary transfer switch contact kit allows the transfer switch to lock pdt 2:iV large electrical load
you may not need. Not compatible with 50 amp pre -wired switches. • • • •
The fascia base wrap snaps together around the bottom of the new air cooled generators. TRis offers a
sleek, contoured appearance as well as offering protection from rodents arlMsecthy coveing Jbl? Rr(jrlg
holes located in the base. "• • •
If the generator enclosure is scratched or damaged, it is important to touch-up the paint to protect from
future corrosion. The paint kit includes the necessary paint to properly maintain or touch-up a generator
enclosure.
Generac's scheduled maintenance kits provide all the hardware necessary to perform complete routine
maintenance on a Generac automatic standby generator.
Smart Management Modules are used in conjunction with the Automatic Transfer Switch to increase its
power management capabilities. It provides additional power management flexibility not found in any other,
power management system. I
dimensions & PCs
Dimensions shown are approximate. Refer to installation manual for exact dimensions. DO NOT USE THESE DIMENSIONS FOR INSTALLATION PURPOSES.
' >L7
1T. T T
;i'eei„ii T
(25 5 , q
[25.N)
LEFT SIDE VIEW
12]2 mm
[,i9.5 g,
FHDNT VIEW
Model
UPC
G007035-0
696471070354
G007036-0
696471070361
G007037-0
696471070378
G007038-0
696471070385
G007039-0
696471070392
G007042-0
696471070422
GQQ7�00,Q_, _
69.6,�7j- Q43,
ELECT RiC E
APPROVED
V
GENERACO Generac Power Systems, Inc. • S45 W29290 HWY. 59, Waukesha, WI 53189 • generac.com
4107 Generac Power Systems, Inc. Ail nghts reserved. All spec1 cations are setlect io change without noiice. Part No. 10000000194-F Sr31T7
Smart Management
Modules (SMM)
i
Jean �Wcpk�'
GENERAC1
GENERAC® ACCESSORIES
. .
• • •
eeee
Mode1006873-0
•eeees
••••••
•
• ••
erases
sees
sees..
sees..
sees
.
sews
sees..
sees.
.. ..
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sees..
sees..
•
sees..
sees..
. .
.sees.
C &u s
LISTED
DESCRIPTION
Generac's Smart Power Management System is designed to optimize the performance of a standby generator. The system can consist of up to 8 individual
Smart Management Modules (SMM). Unlike other load management systems that depend on another control device, the SMM modules are actually self -
aware and operate autonomously.
Frequency is the true measure of generator engine performance and does not need to factor in increased ambient temperatures, elevation changes or
generator fuel type. The modules monitor the frequency (Hz) of the power being produced by Generac's standby generators and if it falls below a certain
threshold, the module will automatically follow a power management algorithm to ensure that the generator is not overloaded.
The modules can be set to a load priority between 1-8 or be set in a lock out only mode for loads that just simply do not need to run in an outage, therefore
reducing the necessary size of the generator for a more cost effective solution.
SMM SPECIFICATIONS
PowerSupply Source............................................................................................................................................................................................................240
VAC (from Line input)
SupportedVoltages.........................................................................................................................................................................................................................................
240 VAC
ContactorCoil Voltage....................................................................................................................................................................................................................................240
VAC
CoilVA Inrush.........................................................................................................................................................................................................................................................
30
CoilVA Sealed....................................................................................................................................................................................................................................................
6.5
Poles.........................................................................................................................................................................................................................................................................
2
ResistiveAmps ...... ...................................................................................................
....................................................._..........................................................._....sees. ....... ... _... 50
F/L Inductive Amps...................................................................................................................................................................................................................................................
40
LockedRotor Amps.....................................................................................................................................................................................................................................240@240V
U150..._ ...................................... .............................................................
..... ............................................ . . ..,. ... Yes sees. .
Enclosure Rating..................................................................................................................................................
. .... .................
-FCTMCAL.RE .{iVEM 3R—
E.-LECTMCAL-RE'
4A PPROVE D DATE
GENERAC
t2
GENERACS
Smart Management Modules (SMM) Dimensions and UPC
Model
006873-0
Height (in/mm)
H1
H2
6.17/156.8
_._._.._...__. __.
2... .
Width (in/mm)
W1
7.06/179.4
W2
4.72/120
Depth (in/mm)
3.7/94
Weight (lbsAilos)
2.06/0.94
Shipping Weight (lbs/kilos)
2,44/1 11
UPC Code
696471068733
H1
SMM Controls (located behind the cover of the module)
PRIORITY
LOCKOUT
5
LOAD ON
GENERATOR
3 7
�
O
0
LOCKOUT
DISABLED
I
LED ON = LOAD CONNECTED
LED FLASH 1S = LOAD SHED
LED FLASH 3S = 30 MIN LOCKOUT
LED FLASH 6S = GEN LOAD LOCKOUT
LED OFF = NO MODULE POWER
O
0
TEST
PriorityDial(A)— Sets module priority. ELECTRICAL R+"'ILockout Switch (B) — Prevents load from operating when system is opera in u de) g o^rator power.
Test Button (C) — Disables contactor output for aspecified time. A �U V E DDATE
LED (D) — Provides module status with easy viewing through I vie in window
located in the upper right corner of the module.
Generac Power Systems, Inc. • S45 W2929O HWY. 59, Waukesha, WI 53189 • generac.com
GENERAC` 02015 Generac Power Systems, Inc. All rights reserved. All specifications are subject to change without notice. Bulletin OL1500-B Printed in U.S.A. 02/04/15
LOOZ 9Z 6e{ry oy snoinagd
rznn payee sienuew s,jauo pue uoiyepe{sui paiooa-ale oejauao liew suopanjisui uogeiieysw saposiopas�adns 6uimeip siyl
Esas d
prueba
fabrica
un fun(
o6digo
restrict
�n dl a c;d eoll^ bins Gmeredor 60
MecaWind Pro v2.2.8.5 per ASCE 7-10
C;e - 0,1, ML..r Ent_rp "„ r, _1nt w .. ,-.cn.e., ..rs.. ..
Date 6/14/2018 Project No.
Company Name Arbab Engineering Designed By S.M.
Address 3363 NE 163rd Street Description Generic wind Pressure for Gene
city N. Miami Customer Name :
State Florida Proj Location South Florida
F .e Lccsucr Dsets`,..:n� p=. 9 �n.gr, a.li.rd
Input Parameters- Other Structures 6 Building Appurtances MWFRS (Ch 29)
Basic Wind Speed(V) 175.00 mph
Structural Category = II Exppsure Category n D
Natural Frequency N/A Flexible Structure - Now
Importance Factor = 1.00 Kd Directional Factor = 0.65
Alpha - 11.50 Zg 700.00 ft
_ 1.07*
At •�•
0.09 Bt
- _ 0.50 •• •
Am = 0.m _
11 •� -
0.15 1 - 650.00•St••••
Cc = - 7.00 F •
0.13 Zmin - r•ti
Epsilon •••
B - Horizontal Dim. 4.00 ft Ht- Grade to Top of Sign= 4.00 *0••
W - Sign Depth - 2 00 ft S - Vertical Sign Dim. = 4.00 it •
Bs- Ratio of B / S = 1.00
Sh- Ratio of S / Ht = 1.00
E - Solidity Ratio = 100.00 % Elb - Base Elevatior. = 00 41.••0
Gust Factor Calculations ••••'•
Gust Factor Category I Rig d Structures - Simp__fied Method • • •
Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85
Gust Factor Category II P.igid Structures - Complete Analysis ^n F' •• •
Zm: 0.6*Ht
lzm: Cc*(33/Zm)^0.16'7 = 0.19
Lzm: 1*(zm/33)^Epsilon = 535.47 ft
Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63 )^0.5 = 0.98
Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(l+1.7*3.4*lzm)) = 0.91
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gust'. or Gu5t2 = 0.85
Design Wind Pressure - Other Structures
Elev Kz Kzt qz W Pres_Cf( 1.45)
ft Psf psf
----------------------------- -----------------
4.00 1.03 1.00 41.193 50.77
Note: W Pres Cf is Wind Pressure based on Cf(Force Coefficient)
Figure 29.4-1: Wind Loads for Solid Signs 6 Freestanding Walls
Case:
I
Wkw
s�
A.c:;Gc
Cf - Force Coefficient
Rd - Reduction Factor (1-(1-E)^1.5)
Kz
Kzt
Qz
Wind Pressure at Elevation 4 ft
Case B
••••
••••••
•
• • • •
*Soo: • •
•
•
•
• •
000090
••••••
•
• •
• ••
• •
••••
r.
teas c•L
1.45
= 1.00
= 1.03
1.00
= 41.19 psf
= 50.77 psf
Notes: 1) Signs with openings comprising < 30A of gross area are considered solid signs
2) Force Coefficients for solid signs with openings shall be multiplied by Rd
'., Case, C o:jj y --.pp.,, 1 !;s when Bs
• • •••• ••••••
•••••• • •• ••••••
•
•••• • •••••
•••••• • • •••••
•• •• •• •• ••••••
•
• • • • ••••••
HURRICANE CONCRETE PAD FOR GENERAC GENERATORS (GENERAC UNITS)
umm 3 REQUIREMENTS OF USE:
u
1) THE PAD AND THE SUPPORTED EQUIPMENT MUST BE LOCATED AT GROUND LEVEL, THIS TABLE DOES NOT APPLY TO ROOFTOP EQUIPMENT. EQUIPMENT LOCATED ON BALCONIES, i o
OR ANY OTHER EQUIPMENT TO BE ELEVATED ABOVE GROUND LEVEL. R <
2) THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL MATERIALS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. _
MINIMUM SOIL COEFFICIENT OF FRICTION = 0.25 I
3) MAXIMUM DIMENSIONS AND WEIGHT OF GENERATORS UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. PAD WEIGHT TO BE VERIFIED BY OTHERS. 1
4) ORIGINAL EQUIPMENT MANUFACTURER INSTALLATION INSTRUCTIONS SUPERSEDE HURRICANE PAD INSTALLATION INSTRUCTIONS IF MORE STRINGENT. 31 3"
5) ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED &INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) PAD WIDIH
SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR.
6) ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, at at INDEMNIFIES 8 SAVES ������
HARMLESS THIS ENGINEER FOR ALL COST 8 DAMAGES INCLUDING LEGAL FEES 8 APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION,
CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, 8 FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. ��������
7) THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE
ARCHITECTIENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE
COORDINATED BY THE PERMITTING CONTRACTOR.
8) THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. all"m
9) THIS ENGINEER SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE 510 n- PAD t ENGTT4 ----�
SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN.
10) THIS ENGINEER SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO RE-EVALUATE THIS WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO rrrx ANugwwr.E �orN!
MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. \\\``, //// I W DI& ! n 40. •OITi 3' MM. EDGE
11 ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. I8. 6E PANg3TANCEMN1-W EMED MTO CONCRETE
TNIC ss - 3.w AtL MN
12) EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. SIVE STRENGTH, Tc=7,000 PSI AT 28 DAYSM _ �/i _ •EN""D smEwGTM - s'
13) PADS SHALL BE CONSTRUCTED WITH PRECAST CONCRETE, MINIMUM COMPRES. �\ Or - 184C,
WITH
14) ALL OTHER UNITS NOT SHOWN SHALL BE DESIGNED ON A CASE BY CASE BASIS.
15) CONTRACTOR SHALL PROVIDE 5/8- DIA. (0.675- O.D.) GALV. TUBE ASTM A638 SCH 40 MIN. OR 1/2- CIA. SOLID COPPER BAR `
SPIKE 4' MIN. EMBED. (SEE MIN. EMBED. AS PER CURRENT ELECTRICAL CODE, BY OTHERS) INTO GROUND THROUGH CONCRETE •• -` -' '
PAD FOR SLIDING RESISTANCE PURPOSE, 12 DIAMETERS EDGE DISTANCE FROM ANY CONCRETE FACE (NOT SHOWN). '+ No. 80017 ,�• --
* * �_
16) PADS / UNITS INSTALLED DIRECTLY ON ANY COASTLINE REQUIRE A HEAVIER AND LARGER PAD
TO ACCOUNT FOR EXPOSURE D . Table 28.3-1. Kz = 1.03--
ENGINEERING DATA:
1) Analyses per 6th Edition (2017) of the Florida Building Code - Section 1620 High Velocity Hurricane Zones. STATE OF
2) WIND LOADS 8 LOAD COMBINATIONS PER ASCE 7-10 SECTION 2.4.1 (LOAD COMBINATIONS), SECTION 29.5 8 Won,
FIGURE 29.5.1 FOR: WIND LOADS ON OTHER STRUCTURES C2
3) RISK CATEGORY = II TABLE 1604.5 - RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES, SECTION 301.15 OF
THE MECHANICAL CODE, WIND RESISTANCE, AND 553.844 OF THE FLORIDA STATUTES WIND STORM LOSS MITIGATION.
4) WIND LOADWind Speed V = I" MPH (RISK CATEGORY Ip S�ONAL
���,
F = gz'G'CfAf (Eq. 29.5-2) = 70.65 •Af (los) 7 %
qz = 0.00256 • Kz' Kzt' Kd' VA2 = 63.45 PSFpR��
Exposure C . Table 28.3-1 Kz = 0.85 Q1�/�111 1
Figure 26.8-1 Kzt = 1.00 EMAFuth,
orporation /a
Table 26.6.1 Kd = 0.90 af Parkway 4100
Figure29.5-1 Cf= 1.31 0097 RMB ENGINEERING IM0.8523 ti"'1,_,n;• P-!1.-rt� f hi.111 p. - �,-. t 40.1 1.,0 'i -• •-
1 of 1
UNIT /EQUIPMENT
MAXIMUM DIMENSIONS
INCHES
LENGTH HEIGHT
MINIMUM
WEIGHT
LBS.
FG31544G
MODEL
NUMBER
PAD USED FOR ALL
PAD PAD
WEIGHT WIDTH LENGTH
LBS. IN. IN.
PAD
THICK
0'40.6(WIND
WIND
LOAD
L
UNII+
AD)
IGHT
BS.
RESISTING
MOMENTWIDTH
FT-LBS.GENERAC
rPAGE
09kW
25
48
29
340
FG5431-4G
275
31.3
54.3'
31
M.0
481GENERAC
11kW
25
48
29
348
FG5431-4G
275
31.3
54.3•
4
693
.8
487GENERAC
16kW
25
48
29
406
FG5431-4G
275
31.3
54.3 •
3.6
533
GENERAC 20kW
25
48
29
448
FG5431-4G
275
31.3
54.3
4
683
632
433.8
566
GENERAC 22kW
25
48
29
466
FG5431-4G
275
31.3
54.3
4
683
632
444.6
580
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
�
to
15.00'
SHED
POOL
0 PAVER DECK
co
10.00*
AREA
0
0
C4
ONE STORY
GAS:
TIE
VL
OVER CONCRETE SLAB
10,12
6.PAVER
10.00
13.60'—
VENTS, DOORS,
STREET VIEW.
0.
CN
z10.32
TO
\ ��o *�pm. p�v
|
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/0'28/
,°E "~"~""",S"
\1141
Project: JUAN SANCHEZ, 17 NE 106th STREET, MIAMI PAU PLUMBING CONTRACTOR INC.
47= HIALEAH FL. 33014
EXISTING APPLIANCES
Tankless W/H
Range
New 22kw Generator
NATURAL GAS LOAD ANALYSIS AND ISOMETRIC
QTY
BTU
Total BTU
1
180,000
180,000
1
50,000
50,000
1
327,000
327,000
TOTALBTUI
557,000
GAS DESIGN
CRITERIA
GAS TYPE:
NATURAL
TOTAL DEMAND BTU:
557,000
TOTAL EQUIV. LENGTH:
40 FT
INLET PRESSURE:
LESS THAN 2.0 PSI
PRESSURE DROP:
6.0 in.wc.
SPECIFIC GRAVITY:
0.6
PIPE MATERIAL:
SCHED. 40 METALIC
POLYETHYLENE PIPE
F.B.CTABLE:
402.4 (4), 402.4 (21)
NOTES:
Gay
(gas
Project:
Date:
JUAN SANCHEZ, 17 NE 106th STREET,
I •'IGIIA&n SHQRF.S,n331M: . •.
Ap d . . • •
Scale: ' N.T.S. ' • •
Drawn Bv: C.C. IRevlCd6§oto
••• . • . • ... . .
.•. . • . •.• • .
t�N
32W OOD
�►ter
PAU PLUMBING CONTRACTOR INC.
7740 WEST 2ND COURT BAY #3
HIALEAH FL 33014
(305) 409-9816
LIC. #: CFC1426010
U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008
Federal Emergency Management Agency Expiration Date: November 30, 2018
National Flood Insurance Program
ELEVATION CERTIFICATE
Important: Follow the instructions on pages 1-9.
Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner.
SECTION A — PROPERTY INFORMATION
FOR INSURANCE COMPANY USE
Al. Building Owner's Name
Policy Number:
JUAN SANCHEZ 18-65447
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and
Company NAIC Number:
Box No.
17NE106ST
City State ZIP Code
MIAMI SHORES Florida 33138
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) • • • •
••
DUNNINGS MIAMI SHORES EXT NO 2 PB 41-78 LOT 10 BLK 207 Folio: 11-2136-006-0260 ; .'.
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL • • • • • • • • • • • • •'
A5. Latitude/Longitude: Lat. N25152'22" Long. W80111'51" Horizontal Datum: [:1V1A. D 1927• ❑X ,NAD 19$3"'
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurances."'
...... . . .....
A7. Building Diagram Number 8 ' •
A8. For a building with a crawlspace or enclosure(s): : • �: �: •
a) Square footage of crawlspace or enclosure(s) 1046+- sq ft •
b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade • • 8
c) Total net area of flood openings in A8.b 1081+- sq in
d) Engineered flood openings? ❑ Yes 0 No
A9. For a building with an attached garage:
a) Square footage of attached garage N/A sq ft
b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A
c) Total net area of flood openings in A9.b N/A sq in
d) Engineered flood openings? [:]Yes ❑x No
SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number
B2. County Name
B3. State
MIAMI SHORES - 120653
MIAMI-DADE
Florida
B4. Map/Panel
B5. Suffix
B6. FIRM Index
B7. FIRM Panel
B8. Flood Zone(s)
B9. Base Flood Elevation(s)
Number
Date
Effective/
(Zone AO, use Base
Revised Date
Flood Depth)
12086C 0302
L
09/11/2009
09/11/2009
X
N/A (NGVD 1929)
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 69:
❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source:
B11. Indicate elevation datum used for BFE in Item 139: 0 NGVD 1929 ❑ NAVD 1988 ❑ Other/Source:
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ❑x No
Designation Date: N/A ❑ CBRS ❑ OPA
FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6
ELEVATION CERTIFICATE
OMB No. 1660-0008
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
Policy Number:
17NE106ST
City State ZIP Code
Company NAIC Number
MIAMI SHORES Florida 33138
SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations —Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO.
Complete Items C2.a—h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters.
Benchmark Utilized: SEE SECTION D (COMMENTS) Vertical Datum: NGVD 1929
Indicate elevation datum used for the elevations in items a) through h) below.
❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: .""•
•
Datum used for building elevations must be the same as that used for the BFE.
CAeclethe mMsordIrnent used.
a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 10. 40 s* �x feet • meters • • • •
b) Top of the next higher floor 12. 10 ...q feet • meters • • •
c) Bottom of the lowest horizontal structural member (V Zones only) N/ . Ax feet •.❑ meters
d) Attached garage (top of slab) N/ . A _ •' •® feet ' .� ideters .....
e) Lowest elevation of machinery or equipment servicing the building 10. 89 _";® feet ❑ meters ' •
(Describe type of equipment and location in Comments) 0 00000
.....
f) Lowest adjacent (finished) grade next to building (LAG) 10. 14 • •.� feet meters : • • • •
g) Highest adjacent (finished) grade next to building (HAG) 10. 35 0 feet • •�• meters
h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/ . A 0 feet ❑ meters
structural support
SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
l certify that the information on this Certificate represents my best efforts to interpret the data available. l understand that any false
statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
Were latitude and longitude in Section A provided by a licensed land surveyor? 21Yes ❑ No ❑ Check here if attachments.
Certifier's Name License Number
FRANCISCO A. AGUIRRE 3354
`
Title
P.L.S.
Company Name
D'AVILA & ASSOCIATES SERVICES, INC
011
Address�
14750 NW 77 CT, STE 204
/
City State ZIP Code
MIAMI LAKES Florida 33016
Sig ure Date Telephone
12/21 /2018 (305)953-2600
Copy All pages of this Elevat Nn Ce i i all attachments for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments (including type o quipment and location, per C2(e), if applicable)
A/C MACHINERY IS LOCATED ON THE SOUTHEAST SIDE OF SUBJECT PROPERTY. DIAG 1 230 SQFT FF= 10.50,
THESE ELEVATIONS WERE MEASURED USING SURVEY -GRADE GLOBAL POSITION SYSTEM EQUIPMENT, THAT UTILIZES
THE F.D.O.T. PERMANENT REFERENCE NETWORK AS ITS HIGH ACCURACY REFERENCE NETWORK (H.A.R.N) (NGVD 1929)
L.C.O.R = 10.28'; H.C.O.R = 10.41'
LATITUDE & LONGITUDE OBTAINED BY GPS.
FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6
ELEVATION CERTIFICATE
OMB No. 1660-0008
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
Policy Number:
17NE106ST
City State ZIP Code
Company NAIC Number
MIAMI SHORES Florida 33138
SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED)
FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request,
complete Sections A, B,and C. For Items El—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only,
enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below
the highest adjacent grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement,
crawlspace, or enclosure) is ❑x feet ❑ meters ❑ above or below the HAG.
b) Top of bottom floor (including basement, •
t
crawlspace, or enclosure) is El feet El meters above or 0 DeTow the LA&*
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (seL-ms 1-20of IA9truction9)e • • •
the next higher floor (elevation C2.b in 000000 • •
the diagrams) of the building is ❑ feet ❑ meters [aalaove or 0 below the FW •
E3. Attached garage (top of slab) is feet meters 1:ta`bove or4 below the• • • • •
K�g �
•
. .
E4. Top of platform of machinery and/or equipment • • • • • • • • • • • •;'
servicing the building is ❑ feet ❑ meters �•ahme or [:]below the HAGS •
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the ;emA nity's
floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certi:y this information in Section-0 • •
.. . . • • •
SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or
community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge.
Property Owner or Owner's Authorized Representative's Name
Address City State ZIP Code
Signature Date Telephone
Comments
❑ Check here if attachments.
FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6
ELEVATION CERTIFICATE
OMB No. 1660-0008
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
Policy Number:
17NE106ST
City State ZIP Code
Company NAIC Number
MIAMI SHORES Florida 33138
SECTION G — COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete
Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement
used in Items G8—G10. In Puerto Rico only, enter meters.
G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,
engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation
data in the Comments area below.)
G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or Comm urvityissued BFE)
or Zone AO. • • •••• •••••
G3. ❑ The following information (Items G4—G10) is provided for community floodplain management liiiq%ers. • • • • • �;
G4. Permit Number
G5. Date Permit Issued
G6. Date jgVI11 qte of ; • •,;. •
Compliance/Occupancy Issued • • • •
.....• • . •...
G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement : • : • • • • ••
.••...
G8. Elevation of as -built lowest floor (including basement) ' ' ' •"•
❑ feet ❑ rMter? DatL6- •
of the building:
G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum
G10. Community's design flood elevation: ❑ feet ❑ meters Datum
Local Official's Name Title
Community Name Telephone
Signature Date
Comments (including type of equipment and location, per C2(e), if applicable)
❑ Check here if attachments.
FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6
BUILDING PHOTOGRAPHS OMB No. 1660-0008
ELEVATION CERTIFICATE See Instructions for Item A6. Exoiration Date: November 30. 2018
MPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box
No.
Policy Number.
17NE106ST
City MIAMI SHORES State FL ZIP Code 33138
Company NAIC Number
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building
photographs below according to the
instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear
View; and, if required, "Right Side View" and
"Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or
vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page.
• •
•
•
' TT
••••%
,W
• • • •
Photo One Caption 12/21 /2018
{'
♦ a r� !` 1 ! rh.
4.(.��
yk ,
Photo Two Caption
FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6
BUILDING PHOTOGRAPHS OMB No. 1660-0008
ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
Policy Number:
17NE106ST
City MIAMI SHORES State FL ZIP Code 33138
Company NAIC Number
If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs
the date taken; "Front View" and "Rear View'; and, if required, "Right Side View" and "Left Side View." When applicable,
photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8.
• a e e
,, r
Mai•S;
Photo One Caption 12/21/2018
JWW
Photo Two Caption
FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6
0
FPL
March 6, 2019
CARLO CAVALLO
3800 N. 28TH TERRACE
HOLLYWOOD, FL 33020
Re: Available Fault Current for RESIDENCE @ 17 NE 106TH STREET, MIAMI SHORES FL 33138 • • • •
. . ....
Dear CARLO CAVALLO:
......
'
...... .. ..
....%
.... ....
.
Thank you for contacting FPL about the available fault current at RESIDENCE @ 17 NE 106TH STRIA . MIAMI MIRES
.
' •:"•
FL 33138. Based on the plans you have provided dated March 06 2019, the maximum available fault curre• nt at the
00
transformer secondary terminals is estimated to be 21110 symmetrical amperes at 120/240 volts. Thep�o�ective devise on
• •
the line side of the transformer currently in place or to be installed and serving your property located at thesubject location
• • • • •
is a 8 amp type KS fuse. The primary service voltage is 7.6kV L-G. This calculated symmetrical faint current is nVotended
•
for use as the basis for motor starting calculations and does not include:
• • • • • •
• Consideration for any motor contribution or
• Fault current asymmetry.
The FPL equipment currently serving or planned to serve your facility may change over time as a result of any number of
factors, including but not limited to transformer replacements due to load growth, electrical grid changes or emergencies. As
a result, although we are providing you with this information for the sole purpose of assisting you in the completion of your
study, you and your client should not design, install or operate your system in reliance upon any expectation that the
specific size and type of equipment currently in place will remain so. If and when the size and type of the equipment
changes, our employees are not always in a position to immediately notify customers.
As the construction project progresses, any questions or information you may need can be communicated through me.
have enclosed my business card for easy reference and look forward to hearing from you in the near future.
ELECTRICAL RE I
Sincerely, DATE
APPROVEQ-
I'f1,7 ICK 7>1& kC-
Patrick Pierre
Associate Engineer
D 'A
Associates
ofessional Land Surveyors, Mappers & Engineers
•tificate of Authorization NO. 29o56 & NO. LB7538
Main Line: (305) 953-2600 I Fax : (305) 953-2603
W WW.DAVILAASSOCIATESSERVICES.COM
BOUNDARY SURVEY
CLIENT: JUAN SANCHEZ SCALE = 1:20
PROPERTY ADDRESS: 17 NE 106 ST, MIAMI SHORES, FL 33138 FOLIO #11-2136-006-0260
LEGAL DESCRIPTION:
LOT 10, BLOCK 207, OF DUNNINGS MIAMI SHORES EXTENSION NO. 2, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 41, PAGE 78, OF THE
PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
ELEVATION INFORMATION:
THESE ELEVATIONS WERE MEASURED USING SURVEY -GRADE GLOBAL POSITION SYSTEM EQUIPMENT, THAT UTILIZES THE F.D.O.T. PERMANENT REFERENCE
NETWORK AS ITS HIGH ACCURACY REFERENCE NETWORK (H.A.R.N)
BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED OR REVISED ON 09-11-09 THE HEREIN
DESCRIBED
PROPERTY IS SITUATED WITHIN ZONE X BASE FLOOD ELEVATION N/A COMMUNITY 120653 PANEL NUMBER 0302 SUFFIX L EFFECTIVE PANEL DATE 09-11-09
z
Q U
F. B I•P• 4r
E TO
LEGEND & ABBREVIATIONS
U
O =>
DO
U
o
75.00'(R/M) a 0-
�
P.P.
F.LP.
iD
x--x-x%x-x-x-x
x-x
1.00'
3.00'CL.
-_
I-v
x x
10.22 10.68 10.41 0
x
�ot
CL.
o
N
I15.00'
PLASTIC 0
CONIC.
SHED --
x
10.34
x 00
oN L6 28.80' 0
I
00 4.5'
10.85x
x
2.50'
c`)
-
0 POOL
°�' "
L°
u�
I
`n 34.00' x
J
x
2' 2
U
I
10.40 o PAVER DECK
0 0
`n
1.20'CL.
x
CO CO
10.24I
F 1.3' 1.3'
oN
x !�
12 0' 0 28.30'
6' W.F.
I
U
Y
POOL Ki NN SC
:. ''_�
6AREA
-)
10.00'
PUMP 8.6'
13.60'
m
-_
x0
o N
I -
F.FL.EL. ONE STORY
GAS
I
N
J
M
=10.50
RES. No. 17
METER
0
.-
I 7.9,
F.FL.EL.=12.10 -
10.89
2.1 O'CL.
10.00'
x /F N
L_�/%"
i
I LOT 10 BLK. 207 All
-
5'WF/.
TIE
x
\ z
10.12
¢ "'
0.10'
10.18 N 6.7'
x-x
CL.
10.00 `n
13.6 0' --
0
'
10.14
� 10.40 �
g
N
PAVER 00 LO N
10.3610
r
PARKING oN
0
10.15
a)
It a)
F.I.P.
9. 7'
18.00' 3' if
00
F.I. P.
75.00'
75.00'(R/M) • ' 5.0'
SWK.
10.01
10.08
PAVER
RETURN
24.0' PKWY 00
0
f�
M
N
rsy
10.32
17.0' ASPH. PAV. .
10.28
A -ARC DISTANCE
CU.P- CONCRETEURLFTYPOLE
L.M.E.-LAKE MAINTENANCE
A/C- AIR CONDITIONER PAD
CP-OOHCRETEPORCI
EASEMENT
A.E.-ANCHOR EASEMENT
CS.-CONCRETESLAB
'-MINUTES
AR,-ALUMINUMROOF
CW-CONCRETE WALK
(I)MINUTES
DISTANCE
AS. -ALUMINUM SHED
D.E.- DRAINAGE EASEMENT
(Mn-MEASUREDRELD
ASPH.-ASPHALT
DM E-DRMNAGEMAINTENANCE
M.E.-MAINTENANCE
B.C.-BLOCK CORNER
EASEMENT
EASEMENT
BLDG,-BUILDING
DRWY-DRIVEWAY
M.H.-MANHOLE
B.M.- BENCHMARK
•- DEGREES
N.A.P.-NOTAPARTOF
B.O.B-BASIS OFBEARIN'G
ELEV-ELEVATION
MM- NATIONAL GEODETIC
(C)- CALCULATED
ENCR.-ENCROACHMENT
VERTICAL DATUM
C.B.-CATCHBIiW
F.H.-FIREHYDRANT
N.TS-NOTTO SCALE
CBS -CONCRETE BLOCK
FI.P.-FOUNDIRONPIPE
par NG-NUMBER
STRUCTURE
FIR.-FOUNDIRONROD
O/S-OFFSEF
CB.W-CONCRETE BLOC( WALL
FEE -FINISHED FLOOR
O.H.-OVERHEAD
CH,-CHORD
ELEVATION
OHL-OVERHEAD UTXITYUNES
CL B.-CHORD BEARING
FRO .-FOUNDNMLe D'SK
O.R.B.- OFFICIAL RECORDS BOOK
CHL.-CHORD LENGTH
FT. -FEET
OV,H.-OVERHANG
CL-GEAR
FNIP- FEDERAL NATIONAL
PVMT-PAVEMENT
C.O.-C.EANOI/T
INSURANCE PROGRAM
PL.-PLANTER
CLF-CHAINLINK FENCE
FN.-FOUND NAIL
P.L-PROPERTYLINE
CM.E- CANAL MAINTENANCE
INIIEG.-M RESSANDEGPESS
PCC-MMTQFCOMPOUND
EASEMENT
EASEMENT
CURVATURE
CONC-CONCRETE
L.P-LIGHTPOLP
PC-POINTOFCURVATURE
L F E.- LO WEST FLOOR ELEVATION
DRAWN BY:
UR
CHECKED BY:
FA
SCALE:
1 "= 20'
FIELD DATE:
12-21-2018
JOB NO:
18-65447
SHEET:
1 OF 1
P.O.T - POINT OF TANGENCY
POC-POINTOF
COMMENCEMENT
P.O.B.- POINT OF BEGINNING
P R C- POINT OFREVERSE
CURVATURE
PWY-PARKWAY
P R. M. - PERMANENT REFERENCE
MONUMENT
P LS- PROFESSIONAL LAND
SURVEYOR
PP.-POWERPOLE
P U E - PUBLICUTN7Y
EASEMENT
(R)- RECORD DISTANCE
R. R.- RAN ROAD
RES-RESRIENCE
R/W - RIGHT-0FWAY
PAD.- RADIUS OR RADIAL
RGE - RANGE
R.O.E.-ROOF OVERHANG
EASEMENT
SEC -SECTION • • • • •
LEGAL NOTES TO ACCOMPANY SNE7CH-qFSURVEY:
• THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY.
• EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY,
AFFECTING THE PROPERTY
• THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD.
• LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY •• •••
• BOUNDARY SURVEY MEANS A DRAWING AND/ OR A GRAPHIC REPRESENTATION OF THE SURVEY WOq( PERFORME•IN THE
FIELD,COULOBEDRAANA TA SHOW1NSCALEANLIGRNNOT TO SCALE. •• •
• EASEMENTS AS SHOWN ARE PER PLAT BOOK UNLESS DEPICTED OTHERWISE. • • • •
•THE TERM 'ENCROACHMENT MEANS VISIBLE AND ABOVE GROUND ENCROACHMENFS.
• ARCHITECTS SHALL VERIFYZONING REGULATIONS,RESTRICTIONS, SETBACKS AND WILL BE RESPON�B)• OR SU 1; NG
• PLOT PLANS WITH CORRECT INFORMA 770N FOR *APPROVAL FOR AUTHORIZA TION•TO THE PROPER AUTAOR/PESL
CONSTRUCTION
• UNLESS OTHERWSE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING ANCOR FOUNDATIONS.
• FENCE OWTNERSHLP NOT DETERMINED.
•THIS PLAN OF SURVEY, HAS BEENPREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON, THE CERTIFICATE
• DOES NOT EXTEND TO ANY UNNAMED PARTY. • • Y •
• ELEVATION DATUM USED NAVD 1988 E A.
• SURVEYOR'S NOTES: .. •
1. CERTIFICATE OF AUTHORIZATION LB R7536. NOT VALID IMTHOUT AN AUTHENTICATED ELECTRONIC SIGNATUREAND • •
AUTHENTICATED ELECTRONIC SEAL.
2. TIES SURVEVIS UNNEEDED FOR NEWp1NCHASE, MORTGAGEORREFINANCE PU OSEONY YEXCAIBWELYFORTMSUSEBYTAxsEfONMd')I •
to •
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- JUAN SANCHEZ
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D'AV I LA
& Associates ,Services, Inc.
LGna Surveyor & Engineer
CERTIFICATE OF AUTHORIZATION NO. 29056
CERTIFICATE OF AUTHORIZATION NO 7538
14750 NW 77 CT SUITE 204
MIAMI LAKES, FL 33016
PHONE:(305) 953- 2500
BY
FRANCISCO A AGUIRRE P.E., P. S. (12-21-2018)
PROFESSIONALLANOSURVEYORIIO.. 33JE4 STATEOF FL RIOA
• (VALMMAESOFTHl1•AR•EY VlIL•BEAR THE EMBOSSED SEAL OF THEATTESTING
SAND SUVVEYOR). • • 1
• SURUEYOIiS OFR77RGA77PN:
• •I HEONY CE%IFPIY Tq •
THAT THE ATTACHED BOUNDARY -SURVEY OF THE ABOVE DESCRIBED
PROPERTY, IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE
AND BELIEF, AS RECENTLY SURVEYED AND PLOTTED UNDER MY
• •RECPGWCLE DIRECTION, AND THAT THERE ARE NO ABOVEGROUND
:U1,1�ROtCHMINTS ONLESS SHOWN THEREON. I FURTHER CERTIFY THIS
VE ,jMEEjS T,J IE�TANDARDS-OF-PRACTICE FOR BOUNDARY -SURVEYS,
• • •PURSUANT TO61HO►TiON 472.027, FLORIDA STATUTES, AND ADOPTED IN
• QHAPlMII5J-t7.050, FLORIDA ADMINISTRATIVE CODE. EFFECTIVE DATE
JANUARY 1, 2010; AS AMENDED FEBRUARY 23, 2005.