PL-15-3157 Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores,FL
Phone. (305)795-2204 Fax: (305)756.8972
Inspection Number: INSP-249814 Permit Number: PL-12-15-3157
Scheduled Inspection Date:January 25,2016 Permit Type: Plumbing -Residential
Inspector. Diaz,Osvaldo
Inspection Type: Final
Owner. MSM REALTY ASSETS LLC,MSM Work Classification: Pool -Private
OCAI Tv ACCCTC 1 1 r
Job Address.131 NE 93 Street
Miami Shores,FL 33138- Phone Number (305)335-3515
Parcel Number 1132060133020
Project <NONE>
Contractor. ESSIG POOLS INC Phone:305.949-0000
Building Department Comments
RENEWAL Infractio Passed Comments
INSPECTOR COMMENTS False
toytki �
1 _4-
Inspector Comments
Passed
Failed
Correction
Needed
Re-Inspection
Fee
No Additional Inspectlons can be scheduled untll
re-inspection fee is paid.
January 22,2016 For Inspections please call: (305)7624949 Page 12 of 51
r'mit nro. PL-112-45-3157
Miami Shores Village N 41Y�`MOM 9 4,f0 )84
.� 10050 N.E.2nd Avenue NEI torkGfa$s�afi h
Miami ores, } I�Ci ite
Mii ShFL 33138-0000
... W Pette 'tatty; OV
2— Phone: (305)795-2204
F`O11°°' tom,. • 11 32, Expiration: 07/17/2016
Project Address Parcel Number Applicant
131 NE 93 Street 1132060133020
MSM REALTY ASSETS LLC
Miami Shores, FL 33138- Block: Lot:
Owner Information Address Phone Cell
MSM REALTY ASSETS LLC 131 NE 93 Street (305)335-3515
MIAMI SHORES FL 33138-
10155 COLLINS AVE
BAL HARBOUR FL 33154-
Contractor(s) Phone Cell Phone Valuation: $ 1,500.00
ESSIG POOLS INC 305-949-0000 Total Sq Feet: 00
Type of Work: Available Inspections:
Type of Piping: Inspection Type:
Additional Info:
Main Drain
Bond Return: Final
Classification:Residential Scanning:3 Rough
Review Plumbing
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.20 Invoice# PL-12-15-58131
DBPR Fee $3.38 01/19/2016 Credit Card $243.96 $0.00
DCA Fee $3.38
Education Surcharge $0.40
Permit Fee $225.00
Scanning Fee $9.00
Technology Fee $1.60
Total: $243.96
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNER e foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
co coon and zoning. Futhermore.I authon above-named contractor to do the work stated.
January 19, 2016
uthorized Signature:Owner / Applicant 1 Contractor / Agent a e
Building Department Copy
January 19,2016 1
Miami Shores Village DEC 2:2 2015
Building Department BY:
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20
BUILDING Master Permit No. �.
PERMIT APPLICATION Sub Permit No /
qgWJtM4N15- F-1 ELECTRIC ROOFING REVISION EXTENSION RENEWAL
PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 1,31 1'*�] E_ 9 J ST
City: Miami Shores County: Miami Dade Zip: 3 ) 3
Folio/Parcel#:i 1- 32.o(4-7- 0 1 '2 v—cD'Z -C:) Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
Kin-',=kI—�d A—'_` hone#� 3 35 3� 1�
OWNER:Name(Fee Simple Titleholder): l�
Address: 4Z> 1 0 5 C o
City: ) H .,=:* J State: C_ Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: ESSIG POOLS, INC Phone#: 305-949-0000
Address: 1800 NE 151 ST
City: NORTH MIAMI State: FL Zip: 331625
Qualifier Name: DANIEL ESS IG Phone#: 305-949-0000
State Certification or Registratior�n#: C-�PC032505 Certificate of Competency#:
DESIGNERr.grchitect/Engineer: v� rl, Q✓ iL I/7 .al ,rY) _ Phone#:
Address: 5• �G l�L 44j!5�'1LN� ity: State:
-- Zip: _35 -4 1
Value of Work for this Permit:$ Sri O Square/Linear Footage of Work:
Type of Work: ❑ =Addition ❑ Alteration Ej New ❑ Repair/Replace ❑ Demolition
Description of Work: (Z'� n �� r"'`l o� ,r zG\ �� e licci
Specify color of color thru tile:
Submittal Fee$ Permit Fee o CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$ 0143 aG
(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. I 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.
c ,-
Signa t Signature t
OWNER or AGENT CONT OR
The foregoing instrument was acknowledged before me this The foregoing instrument was owledged before me this
day of l-% �,r•-AGO by day of ,20 1 .by
DANIEL ESSIG
Sl ��ho is personally known to ,who is personally known to
���\\`*`11p11 t...,r,
me or who has produced as me or who has produced
identification and who did take an oath. identification and who did take an oath. �,t�.•y0Q0Bs%py�.9'L'
CS
92
NO RY PUBLIC: NO Y UBUC: co
• doh 709 °
Sig SI ''.l•.��u�11N 010 °aeOQ.,`ae'
qtr ___ ♦ •••a•° � ♦,.
P int: n i.E, VrJ H RNgrid Prin nATE
Seal
Seal:
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Vic..®ate
-Z.41,-V
. 2 •
�- NO • •
r
• o =ms`s
Structural Pool Calculations
Project: MSN Realty-Slate Wayne M.Bennett,P.E.#57216
Address: 131 NE 93rd Street. 265 S.Federal Highway,#109
,City: Miami Shores ♦���� � Beach, FL 33441
♦♦♦N♦ pgai 818-3825 cell
�0,�•. C �iZ mail.com
Inputs from Pool Drawings --Feb-1 b� S�••tiy4� 5
Top of Pool 9.85 elev feet or feet •�S� NO $� .�
Bottom of Pool 4.85 elev feet or feet
Flood Elevation(Top of Pool or less) 8.00 elev feet or feet
Slab/Floor Thickness 0.75 feet S $�
Wall Thickness 0.50 feet
Slab Reinforcement Depth 0.25 feet %O'n OAF •.�!/ �
Pool Beam Length 78 linear feet �� ^ O. RIR.••"
Spa Beam Length linear feet Give
Inside Pool Area 298 sf C sandy so Piili,IIit 031
Inside Spa Area sf Soil Weight 110 pcf
Average Wall Ht.(Water Depth) 1 4.5 feet Concrete Weight 150 pcf
Outside Area of Pool/Spa 337 sf Water Weight 62.4 pcf
Moment Arm of Wall 3.83 feet
Moment Arm of Slab 2.25 feet assume V toe-wall thickness
Hydraulic Valve(FBC R4403.7.2.4) 2.00 head reduction in It Reinforcement
fc Concrete Design Strength 3000 psi #3, 12"ocew 0.22 spin
fy Steel Design Strength 60000 psi #3,9"ocew 0.29 sqin
Wall Reinforcement #3,9"ocew #4, 12"ocew 0.40 sin
Floor Reinforcement #3,9"ocew
Uplift FBC R 4403.7.2.3(worst case:empty pool,flood elevation minus 2 foot hydraulic valve)
Total Bouyancy 39,955 pounds
Weight of Floor/Slab 33,525 pounds
Weight of Walls 33,638 pounds
Total Weight of Pool 67,163 pounds
Safety Factor 1.7 if greater than 1.0 OK
Bearing
Weight of Pool and Water/Outside Area of Pool
Bearing 447.6 psf Bearing Capacity F 2000 sf assumed
Walls
Pressure Max=C*Max Wall Height*Soil Weight
Pressure Max 181.5 psf
Active Pressure=1/2*Pressure Max*Max Wall Height
Active Pressure 453.75
Overturning Moment=1/2*Active Pressure*Max Wall Height
Overturning Moment 1134.4 ft-lbs
Wall Moment=Max Wall Height*Wall Thickness*Concrete Weight*Moment Arm
Wall Moment 1437.5 ft-lbs
Slab Moment=(Toe-Wall Thickness)*Slab Thickness*Concrete Weight*Moment Arm
Slab Moment 1139.1 ft-lbs
Righting Moment 2576.6 ft-lbs
Safety Factor 2.3 if greater than 1.5 OK
Wall Steel
R=Moment*12/(phi(0.9)*b*d*d)
R 140.0463
rho=((0.85*fc)/fy)*(1-(SQRT(1-((2*R)/(0.85*fc)))
rho 0.00240
Area Steel Required=rho*12*reinforcing depth
Area Steel Required 0.086 sqin
Area Steel Actual 0.29 sqin #3,9"ocew
Area(Actual/Required) 3.4 if greater than 1.0 OK
Floor/Slab Steel
Area Steel Actual 0.29 sqin #3,9"ocew
ACI 318 7.12.2.1 Shrinkage and Temperature Reinforcement
Wall Steel F776.0040 if greater than 0.0020 OK
Floor Steel 0.0027 if greater than 0.0020 OK
Page 1 of 1: 2/3/2015
Structural Pool Calculations
Project: MSN Realty-Slate Wayne M.Bennett,P.E.#57216
Addtess: 131 NE 93rd Street A5 S.Federal Highway,#109
'City: Miami Shores o% "rfyeld Beach, FL 33441
818-3825 cell
dab ntta�gmail.com
Inputs from Pool Drawings °°° 21-Nov-14
Top of Pool 9.85 elev feet or feet N 472-Bottom of Pool 4.85 elev feet or feet :ZFlood Elevation(Top of Pool or less) 8.00 elev feet or feetSlab/Floor Thickness 0.50 feet m� °°Wall Thickness 0.5Q feet m JSlab Reinforcement Depth0.25 feetf4 O
Pool Beam Length 78 linear feet
Spa Beam Length linear feet G'iiq• U p, o0
Inside Pool Area 298 sf C saridy-EVdif u 0.33
Inside Spa Area sf Soil Weight 110 pcf
Average Wall Ht.(Water Depth) 4.5feet Concrete Weight 150 pcf
Outside Area of Pool/Spa 337 sf Water Weight 62.4 pcf
Moment Arm of Wall 3.67 feet
Moment Arm of Slab 2.25 feet assume V toe-wall thickness
Hydraulic Valve(FBC R4403.7.2.4) 2.00 head reduction in ft Reinforcement
fc Concrete Design Strength 3000 psi #3, 12"ocew 0.22 sqin
fy Steel Design Strength 60000 psi #3,9"ocew 0.29 sgin
Wall Reinforcement #3,9"ocew #4, 12"ocew 0.40 sin
Floor Reinforcement #3,9"ocew
Uplift FBC R 4403.7.2.3(worst case:empty pool,flood elevation minus 2 foot hydraulic valve)
Total Bouyancy 34,698 pounds
Weight of Floor/Slab 22,350 pounds
Weight of Walls 32,175 pounds
Total Weight of Pool 54,525 pounds
Safety Factor 1.6 if greater tha . OK
Bearing
Weight of Pool and Water/Outside Area of Pool
Bearing 410 f Bear apacity 2000 Psf assumed
Walls
Pressure Max=C*Max Wall ' t*S i h
Pressure Max. 1 '
Active Pressure=1/2*P ssure Max*Max Wall _ t
Active Pressure 45
Overturning Moment=1/2* ctive P ure*Max Wall Height
Overturning Momen 1134.4 ft-lbs
Wall Moment=Max Wall Height*Wall Thickness*Concrete Weight*Moment Arm
Wall Moment 1375.0 ft-lbs
Slab Moment=(Toe-Wall Thickness)*Slab Thickness*Concrete Weight*Moment Arm
Slab Moment 759.4 ft-lbs
Righting Moment 2134.4 ft-lbs
Safety Factor 1.9 if greater than 1.5 OK
Wall Steel
R=Moment*12/(phi(0.9)*b*d*d)
R 140.0463
rho=((0.85*fc)/fy)*(1-(SQRT(1-((2*R)/(0.85*fc)))
rho 0.00240
Area Steel Required=rho*12*reinforcing depth
Area Steel Required 0.086 sgin
Area Steel Actual 0,28 sqin #3,9"ocew
Area(Actual/Required) 3.4 if greater than 1.0 OK
Floor/Slab Steel
Area Steel Actual 0.29 sgin #3,9"ocew
ACI 318 7.12.2.1 Shrinkage and Temperature Reinforcement f
Wall Steel F 0,0040 if greater than 0.0020 OK I
Floor Steel 0.0040 if greater than 0.0020 OK
Page 1 of 1: 11/21/2014
Miami shores illage
Building Department
Lel� � 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
NOTICE OF REQUIREMENTS
RESIDENTIAL SWIMMING POOL,SPA AND HOT TUB SAFETY ACT
0000
:ease* .is, Me) acknowledge that a new swimming pool, spa or hot tub will be constructed or installed at
• .I-:?=,.I IA4 '=—f3 ST Miami Shores, FL, and hereby
•••••• A49that glne.of She following methods will be used to meet the requirements of Chapter 515,
• Florida Stattft%lbrthe Florida Building Code 84101.17.
0000.. . .. 0000
see:*• •Please initiahthmethod(s)to be used:
0000. . 0000
• ••0 �Fl"pool will be equipped with an approved safety pool cover that comp lies with ASTM
.0000.
• 0 F'11346-91.(SIM0 NPanufacturer's Specifications).
000000 •• 0 000000
• A 96r*uous,one-piece(child)barrier meeting the requirements of Florida Building Code
•'•'•' J14. la.1;17.1.15 Will p?btect the pool perimeter.The plans shall show the fence location and method of
d1facAent,including one end that shall not be removable without the aid of tools.(Submit Manufacturer's
Specifications).
A combination of non-dwelling walls and fences(screen enclosure,child fence,masonry
fence ,chain link or wood fence,etc.)will protect t he pool perimeter.The plans must specify t he type
oca on d walls.Florida Building Code,R4101.17.1
Any combination of protection whic incorporates dwelling walls with openings directly into the
pool en eter and all windows and doors will be equipped with exit alarms complying with Florida Building
Co e,R4101.17.1.9(Submit Manufacturer's Specifications).
combina ion of protec 1.ion incorpora es dwelling walls with openings directly into the
pool perimeter and all doors will be equipped with a self-latching device with positive mechanical
latching/locking installed a min.54°above the threshold. If this option is selected,submit plans showing all
types and location of all perimeter protection.The plans must also show the location and type of all
openings,and the hardware type for each location.(Submit Manufacturer's Specifications).
In accordance with the Code,the pool may not be filled with water without compliance with the
Private Swimming Pool Safety Requirements,and upon expiration of the permit,the pool shall be
presumed to be unsafe.I understand that not having one of the above installed will constitute a
violation of Chapter 515,F.S.,an d will be considered as committing a misdemeanor of the second
degree,punishable a dovlded in Sect' E5.082 or Section 775.083 F.S.This form must be si
b the dagen t prim ontra o�
SIG
ND AND DATE NER'S SIGNATURE AND DATE �o s°Qe�ber v�o��N a
,® m 8
Q
y
N T69 ME(PLEA I OWNER'S N ME(PLEA PIN ��� eo�aea���' .4.1
C)
d r'-'® a
OT U
% .. . . . % .. .
OPERATION WARNING! ECIM
When the batteries are loaded,a red LED light on the • • • • •• • • iafe pool
TM
front of the unit will flash once and a single beep will THE SAFE POOL ALARM IS EXTR&mrL*Y LOUD•WHTEP& • •
sound.This indicates the unit is set up and ready to work. ACTIVATED.FOR YOUR SAF PLAC7`•TH�
UNIT CLOSE TO YOUR EARS.TO TEST THE ALARM, Model S189A / S1 89 D
ENTRY DELAY:After the unit is set up,there will be an 8-12 ALWAYS USE EAR PROTECTION AND DIRECT THE UNIT••• ••
second alarm delay with the red LED light flashing.After this, AWAY BEFORE TESTING/ACTIVA'LIAb-91-14 ALUIV:: ••Area Entry Alarm
the alarm is ready. • • • • • •• • •
IT IS PROHIBITED BY LAW TO RE ONE H€IN;WA�L€D.-•• 000
The Safe Pool is designed to sound a loud alert when ALARM AFTER IT HAS PASSED IN FtEC ON I
children enter through a Safe Pool protected door/gate. 5189A UNIT
When properly installed,the Safe Pool will allow adults to Important Warranty Information:
pass through the protected door/gate and immediately shut A dated proof of purchase is required for warranty service m
off the sounding alarm. a
Customer Service : O
When powered,the Safe Pool is always in protected mode. 1-888-8TECHKO(1-888-883-2456)
The alarm will activate the instant when the door/gate opens Website:www.techkousa.com
by more than 1 inch(when the magnetic sensors are apart
by more than 1 inch).Once the alarm activates,it will sound •
continuously until the BYPASS button is pressed. Mfg.By 7EXYM °m
9767 Research Drive
When passing through the door/gate from the opposite side, Irvine,CA 92618-4626
where the additional BYPASS option is included(S1 89A does
not include the additional BYPASS button)and mounted, MADE IN CHINA
press that outside mounted BYPASS button to temporarily
disarm,open door,enter and close the door quickly.The unit S189D UNIT
will re-arm itself within 8-12 seconds.
m m
MAINTENANCE P a O O
When the alarm volume becomes low,or the unit does not USA Patent: No.5,473,310
produce normal alarm sound,the red light will illuminate. No. 6,727,819 °
Replace with(3)1.5V AAA batteries. No.7,187,280
The Safe Pool's plastic resists ultraviolet rays from direct NOTICE WA.M!
sunlight exposure.However,slight discoloration over time
is normal. THIS PRODUCT IS PROTECTED UNDER FEDERAL
PATENT,TRADEMARK AND COPYRIGHT LAWS AND
LAWS PREVENTING UNFAIR COMPETITION.NO
DUPLICATION OR SIMULATION OF THIS PRODUCT
IS PERMITTED EXCEPT BY WRITTEN AUTHORIZATION
OF TECHKO,INC.
TECHKO AND THE CONFIGURATION OF THIS.PRODUCT
ARE TRADEMARKS OF TECHKO INC. ;
COPYRIGHT 1994 TECHKO,INC.
ALL RIGHTS RESERVED '
MADE IN CHINA OPERATION MANUAL
% .. % ..
. . . . . . . . . .
. . ... . . . . •••
INTRODUCTION working.To test the alarm siren, MOUNTING OUTDOORS ON WOODEN GATES
make sure you have ear protection • • sing the provided mounting template printed in this manual,mark
Congratulations on your purchase of the TECHKO Safe before testing.After ear protection . • •• • the posjon o*he screw hole on the desired mounting surface.
Pool model S189A/S189D safety alarm.The Safe Pool is in lace,separate the magnetic • • •Drillfhe screw.in to the mounting surface with approximately 0.125
o p g .• •:• •:• •: e of thteau hdhaining.Slide the unit over the screw and secure
can be used to provide a high volume alarm alert when sensors apart by more than 1 inch. � � • • � ;�,y� me it downward as shown in Fig.3.You may need
children have entered a pool or spa area.The S1 89A/ The alarm should sound immediately Fig to adjust the screw towards or away from the mounting surface to
S189D can be used outdoors on wood doors!windows/ after the sensors are separated. provide a more secure fit.Make sure that the arrows of each sensor
gates. Press the BYPASS button and immediately secure the are facing each other.
two magnet sensors together again to avoid th%altnt • • :0. ••• ••
FEATURES sounding off unintentionally. . •.: :• .00
•
*Easy installation for gate or door protection MOUNTING: • • • • • • • • MOUNTING OUTDOORS
*Weather/Water resistant WARNING:The alarm should be positioned close to ' ' ' " ON GATES
*(3)1.5V AAA batteries(included) the door high enough to be out of the reach of children.
*High output 100-110 dB 6-tone alarm siren As each mounting application varies,TECHKO suggestsVAXOM
*°—
*One button BYPASS operation testing the units Installation location and effectiveness '
*Low battery LED display before permanently mounting the S1 89A/S189D. --
*Optional additional BYPASS button for delayed entry °
from either side of door or fence(S1 89A not included) PARTS LIST
*Optional additional magnetic sensor for screen door S189D NIT BYPASS Fig.4
exit/entry(S1 89A not included)
° MOUNTING OUTDOORS ON WOODEN GATES
IMPORTANT SAFETY TIPS >< 0 ce
�
*Alarm siren is VERY loud;NEVER place the unit close to Fig.2 SCREW -
ears. 0
*Install the unit high enough to be out of reach of children 7 ,� ,, �®, ❑
*S189D-additional delay button may be mounted on the
other side of the entrance.When pressed,it will delay
the alarm 8-12 seconds before alarm is triggered,allowing MkMMUM WALLORwooDEN
time to secure the door/gate. DISDWCE DOOR
*S189D-additional magnetic sensor allows the unit to be MOUNTING INDOORS USING DOUBLE-SIDED TAPE
used on sliding door with screens.Alarm will sound only Make sure that the mounting surfaces for the double-sided
when both magnetic sensors are apart. tapes are completely clean.Attach the double-sided tapes MOUNTING INDOORS ON GATES
*Kee this manual for future reference. onto the rear of the unit,and then secure the unit onto the Using the provided mounting template printed in this manual,mark
Keep desired mounting surface. the position of the screw hole on the desired mounting surface.
The Safe Pool can provide valuable protection when MOUNTING INDOORS USING SCREW S189D-Additional delay button may be mounted on the other side
used correctly.However,it cannot guarantee complete Using the provided mounting template printed in this of the entrance.When pressed,it will delay the alarm 8-12 seconds
protection against accidents or injuries.Therefore, manual,mark the position of the screw hole on the before alarm is triggered,allowing time to secure the door/gate.
TECHKO cannot be held responsible for any loss, desired mounting surface.Drill the screw in to the S189D-Additional magnetic sensor allows the unit to be used on
damage,or injury that may occur. mounting surface with sliding door with screens.Alarm will sound only when both magnetic
approximately 0.125 inch of thread sensors are apart.
INSTALLATION remaining.Slide the unit over the SlidingGlace Door
Slidin Screen Door
WARNING:Read all Installation and operation screw and secure the unit by 9 ru instructions thoroughly before proceeding with pushing it downward as shown he
installation.Before installing the battery,use a rubberFig.3.You may need to adjust thband to temporarily secure the two magnetic sensors screw towards or away from the
together with the arrows pointing toward each other to mounting surface to provide a more Flg,3
avoid setting off the alarm unintentionally during the secure fit. Fig•5
installation of the alarm. MOUNTING THE SENSORS INDOORSINSTALLING THE BATTERY.* Make sure that the arrows of each sensor are pointed towards 1.Remove the battery cover of the unit and install the each other.Using either the double-sided tape or the screw —
new(3)1.5V AAA batteries(included)(See Fig.1) provided,mount the sensors so that they are less than 1 inch
2.If you are sensitive to loud sound,please wear ear away from each other.Please make sure that the wired portion
protection against the loud alarm siren before testing of the magnetic sensor is mounted on the non-moving portion
the alarm. of the mounting surface and the standalone sensor is mounted
3.Once the battery is connected the unit is now ON and on the door/gate(See Fig.4/Fig.5).
rri■ qqr� Miami shores Village
Building Department
R 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
0000
...: : •--SWIMMING POOL ®MINER'S CERTIFICATION
0000..
0.000. 0 00 .. ..
00•:•• Mla4•86res YjbPge
0000.
0000..
;••••; Buil ing&Zo�MDepartment
0:000. Attentio;: Buldinc�•®fFicial
0.090.
I certify that I am the legal owner of the property described as Irl i"' SL,�rc s S' �.
X13 ® I-- 1 2 , located at I I`! 3 Ssf—
�l IL z z
In accordance with Section 33-12(f), Code of Metropolitan Dade County, I certify that I
understand and agree that the swimming pool to be constructed at the above address cannot
be used or filled with water until separate permit has been obtained for an approved safety
barrier, and such barrier erected, inspected and approved.
I further understand that this certification, however, does not eliminate the need for
obtaining a permit and erecting and approved barrier prior to fi I inspection and use of the
pool.
Legal Ow
Note:This certification is to be submitted with a swimming pool permit application in duplicate.
Miami shores Village
0000 � 000,0
o�d Building Department
toR_ IDs' 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
"" RESTRICTIVE COVENANT PROTECTIVE POOL ENCLOSURE
:000 ..
0000.. . .
• .fSf�IQ'V ALL MEIN BY THESE PRESENTS:
0000.. . . . .
• WHEREAS,thetmdersfgned ��—)m�'� �� � is/are the fee
00 00 00
riaplt owner(:"1i o fpllowing described property situated and being in Miami Shores Village,Florida;
0000. ..address: I.3'r. t.4-F. -7-3 �—
' Nhereas,the undersigned owner(s)
0000..
.000
0 0 000000
• •desire to utilizl sjrtLbj(s)as a single building site,and the undersigned owner(s)do(es)hereby declare and agree as follows:
00000. 0 0
•
0 ••• I. That the property will not be used in violation of any ordinances of Miami Shores Village or Miami-Dade
County now in effect or hereinafter enacted.
11. That the purpose of the covenant is to induce Miami Shores Village to issue a permit for a pool where the
required enclosure is not on the subject property where the pool is located.
III. That if any of our adjoining neighbors remove any portion of their fence or wall,or if our/my property shall fail
to meet code requirements for pool barriers,we,as owners will immediately install a protective enclosure to
meet code requirements and will obtain a permit for such fence.
IV. That,Uwe,as owner(s)hold Miami Shores Village harmless for any negligence or injury that results from not
having the enclosure.
V. If enclosure belongs to said property,I agree to maintain&or replace said enclosure in the event that is
damaged or removed by any case.
NOW,THEREOF,for good and valuable consideration,the undersigned do(es)hereby declare that he/she will not
convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and
conditions set forth herein.
FURTHER,the undersigned declare(s)that this covenant is intended and shall constitute a restrictive covenant
concerning the use,enjoyment and title to the above property and shall constitute a covenant running with the land and shall be
binding upo the undersigned,his/her successors and assigns and may only be released by Miami Shores Village,or its
success ,in ect
SIGN&PRINT OWNER SING&PRINT
Hereby Certify that on this day personally appeared before me r �� z-► ��� S jc�, rand has produced ID
# as identification and he/she acknowledge that he/she executed the foregoing,freely and voluntarily®��p6gCp18BePlP
for purposes there in expressed.
► �sy0RLE,Aj�
SWORN TO AND SUBSCRIBED before me on this G day
o s Sep emb0, ,0
q� QA 01
N C S 0 T cg c�°��y® v a o^r
(Revised 05/2209 _ ''"off a °a 5'''0
`',� ®ePPuoeOe®o
Miami Shores Village
Bill , Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
9999..
Fax: (305) 756.8972
•0 """ SURVEY AFFIDAVIT
9999.. 9999
••••• STA.�.O.P(FLOAoAA -
..... . 9999
CCKIMTY
.9090.
9999..
999999 .. . 9999.0
• The crnne;Igned:kfUarttdoes hereby attest that
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9 9 9 9 9 9 (Property owner)
The attached survey,performed by SCP CD ��✓vx=
(Name of surveyor's company)
For address: I ---I:
Performed on 4— 2A- 9 (date of survey)is an accurate representation of the existing conditions and
locations of all structures on the property as of this date.
The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property
without first providing a survey less than seven (7) years old old.The Affiant, as property owner, further agrees to
remove or obtain permits for any structures which now may exist on the property which are not permitted or which
may violate zoning or building code regulations. The Affiant further understands that the existence of any such
struct s may affect final inspections as applicable to this or other permits.
�er
�1g+e
Pro Owner Signature Property Owner Print Name
SWORN TO AND BSCRIBED before me this zr' day of , 20 1 q---
Affiant is_personally known to me, produced as identification. ®®seo o�aBr�aaaoe®�
®e® LENYq� r,®��
oxo°rnr.
Lary ��a o ® m
Revised on 5/22/2009/Revised on 6/12/09 e r
���e���e�dlnN o°
PROPERTY ADDRESS: N
131 NE 93rd STREET MIAMI SHORES,FLORIDA 33138 J f ARN N) ,q j�A• � �,��xpp�, m� dam, ESHEEI
'/�
FLOOD ZONE INFORMATION: ABBREVIATIONS
COMMUNITY NO.120652 PANEL N0.0302 SUFFIX L
FIRM DATE:09=11.2009 'FLOOD ZONE:X AIC=AIR CONDITIONER UNIT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
LEGAL
DESCRIPTION: SCALE: V 20 C.B.S.=CONCRETE BLOCK&STUCCO
Ip = p
LOTS 19 AND 20,BLOCK 22,OF'AN AMENDED PLAT OF MIAMI SHORES FOUND 1170
IRON
SECTION NO-I',ACCORDING TO THE PLAT THEREOF,AS RECORDED IN 15'ALLEY CONC.=CONCRETE
PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF MIAMI-DADE PIPE o 10'ASPHALT PAVEMENT OVERHEAD UTILITY LINES FOUND 100
COUNTY,FLORIDA. (NO I,D.) 100.001 (R&M) o RON PIPE >?1=DIAMETER
— — — "— -�— "- - " " - 1 (NQ I.D.)
LEGAL DESCRIPTION WAS FURNISHED BY THE CLIENT. —0" -"--t'-"--o- - -r+—o-"– o�_ H=HEIGHT
—
LEGAL DESCRIPTION SUBJECT TO ANY DEDICATIONS,LIMITATIONS, LEGEND 0. .^� 4'H.G.B.S.WA 4'H.C.B.S.WAL I.D.=IDENTIFICATION
RESTRICTIONS,RESERVATIONS OR RECORDED EASEMENTS. AC AIC UNIT �o0 CONC. p. PG.=PAGE
� �
THERE MAY BE LEGAL RESTRICTIONS ON THE SUBJECT PROPERTY
ARE NOT SHOWN ON THE MAP OF SURVEY THAT MAY BE FOUND IN THE THAT PROPERTY LINE 15.4' 13.2' P.B.=PLAT BOOK
CONC. 'I F-0.4'
PUBLIC RECORDS OF MIAMI-DADE COUNTY,OR THE RECORDS OF ANY co' UTILITY POLE in I z (R&M)=RECORDED&MEASURED
OTHER PUBLIC AND PRlVAfL ENTITIES AS THEIR JURISDICTIONS MAY i v w
Lt-
• "' c, 12.2 Y SWK=SIDEWALK
AQPEAR • .... • •o i TILED cn z
•••••• • • • Y AREA o I J
TATS SURVPY WAS 80tdOgEiED FOR jHE PUR@OSE OFA BOUNDARY ciz
SISIt4t CALY AND ISNOT INTENDED•T��IIyEATE THE REGULATORY )` z ° I 22.5
JURISDICTION OF ANY FEDERAL,STA ,RE- I = ch
GIONAL OR LOCAL AGENCY TILED = '
BQ�ID,/1MMISSION O5 OTUER ENTTjI •••• i { 's„► +
*sees 00 96 eseeses B.B.Q._ AREA Ix
WELL-IDENT�IIFIED FEATURES•'�S QEPIC ER"THIS SURVEY AND MAP x
WERE I $URED TO AN EffVATED RQRj7 bIfAL POSITIONAL I LOT 19,BLOCK 22
ACrVW4I)F 1/10 FOOT U o '
UNI
2
E S Ho z ANA � 0.4 r-
���� WN. MENDED PLAT OF 16.6 o c
• • • z ° 11. ' v ' z
THPi 41"ire SURVEY IS%TE jDED TO'8E MPAYED AT THE STATED 0 MIAMI SHORES SECTION No. 14.7'
6
°D
PEf j
GRAC SCALE IN E�IELISHIiNITS OFMEA3URgMENT,ATTENTION IS I P.B.10,PG,70 oo {.
BROHIG,j TQ THE FACT THAT•SAID DRAYUING MAY BE ALTERED IN SCALE c . 260'GENERAT U *•
BY TH•ElREPRODUCTIO�PRnSS co
w
l`I MM
ac
ALL MEASUREMENTS SHOWN ARE IN THE UNITED STATES STANDARD z U = ^ 1 .3 _ ®NE STORY o a A'-
FEET I o p - a `" 21,5'
RESIDENCE#131 _
U m Q o- ® ui io p — C7
THE SURVEYOR MAKES NO REPRESENTATION AS TO OWNERSHIP, � �° W) 12.1'
POSSESSION OR OCCUPATION OF THE SUBJECT PROPERTY BY ANY
co
w O �-LL cQn' n
ENTITY OR INDIVIDUAL J t- N O a a- is,
0 r "0 c. `� 30.1
r o �
SUBSURFACE IMPROVEMENTS AND/OR ENCROACHMENTS WITHIN, W I v V3 a `~ -- PORCH – N
UPON,ACROSS,ABUTTING OR ADJACENT TO THE SUBJECT PROPERTY = >- I O – a w AERIAL MAP
K a
WERE NOT LOCATED AND ARE NOT SHOWN. m c5 0 �? 30.1' w NOT TO SCALE
7 z r
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A I p LLIO ¢ x •2 34.3' � z
FLORIDA LICENSED SURVEYOR AND MAPPER.ADDITIONS AND ,,gy�pp _ PLA TER 15.6' g' I _
�1, J JQ LANTER ¢ 8 8 1 M1I ola ID I rL „110 9 8 y I6N ¢ a IV 'aDELETIONS TO THIS MAP OF SURVEY BY OTHER THAN THE SIGNING `I ° mI a 11.8' I 13.5' d ,s
PARTY ARE PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE y U p ry m
SIGNING PARTY. LOT 20,BLOCK 22 z, ad E+m ,n ,G .7 ,a y ao z, rz se ' a r • 10 A,
z p °AN AMENDED PLAT 0 a. a 664 g0 . so 17
rH A.
5
THIS MAP OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE w f. E. 94
OF THE ENTITIES NAMED HEREIN AND THE CERTIFICATION DOES NOT z �+ ¢ o MIAMI SHORES SECTION 0.1°
60 6• p o• o iao• ,a
EXTEND TO ANY UNNAMED PARTY, I '� M a> a P.8.10,PG.70 I v
,a ,aran ,0907sa . a ria
\ Q u7 e1'
CERTIFY T0: I
I I cn c•7 s a s z
MSM REALTY ASSETS,LLC I O?oas M •� ar za tsar-i
JUDITH KENNEY&ASSOCIATES,P.A. BLOCK Ip�� z e 4 w T „
NORTHSTAR MORTGAGE INVESTMENTS,INC. CORNER-\t 1. E. � N.E.93rd STREET `1gRo I
OLD REPUBtICNATIOIGALTITLE INSURANCE COMPANY — — — — — — — — .S-° sb:
206.5'(R&M) — — — _ s' - . , � o,.
100.001 (R&M) s coNc.SWK. ' _ a '� �� Tl_
, , , 6 ' "
SURVEYOR'S CERTIFICATION: FOUND 112°0 – H_ a A
I HEREBY CERTIFY:THAT THIS°BOUNDARY SURVEY°AND THE MAP OF IRON PIPE FOUND 1/2°0 FOUND 112°0 @
SURVEY RESULTING THERE FROM WAS PERFORMED UNDER MY (NO I.D.) IRON PIPE O N PIPE Fil.,
aa$Ir! • :o q is ,y so a, zz ua • +I'
DIRECTION AND IS TRUE AND CORRECT TO THE BEST OF MY (NO I.D.} STAMPED (NO I.D.) '' so _KNOWLEDGE AND BELIEF. N
a,
360°SURVEYING AND MAPPING,LLC CONC. 22 PARKWAY LOCATION MAP t
6^� ;�
FLORIDA CERTIFICATE OF AUTHORIZATION NO.LB 6356 /tip (NOT TO SCALE)
ELD IAL
DATE R04_24-2014 REVISIONS:
ELDN.E. 93rd STREET
O GISTS B z SURVEYOR
.L S. JOBuo 1407-0155 3600 SURVEYING AND MAPPING, LLC
REGISTE�jED SURVEYOR AND MAPPER N0.5034
STATEOF 75'PUBLIC RIGHT-OF-WAY Land Surveyors-Land Planners
- --
// FLORIDA. 20'ASPHALT PAVEMENT 2000 S.W.83rd Court MIAMI,FLORIDA 33155
PHONE:(305)265-1002