BPP-15-1590 Miami Shores Village i
t.. E
10050 N.E.2nd Avenue NE
Miami Shores,FL 33138-0000
Phone: (305)795-2204
Expiration: 03116/2016
Project Address Parcel Number Applicant
1481 NE 104 Street 1122320320090
Miami Shores, FL 33138-2663 Block: Lot: JAMES$MAR BREEN
Owner Information Address Phone Cell
JAMES&MAR BREEN 1481 NE 104 Street (786)617-3500
MIAMI SHORES FL 33138-
1481 NE 104 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone $ 25,000.00
VAN KIRK&SONS INC (954)755-4402 (786)326-2747 Valuation:
Total Sq Feet: 450
Approved:In Review Available Inspections:
Comments:
Inspection Type:
Date Approved::In Review
Fence
Date Denied: Final
Type of Work:Swimming Pool Occupancy:Private Pool Deck
Additional Info:NEW SWIMMING POOL 15X3U GALLONS Bond Return: Wall Steel
Classification:Residential Scanning:4 Review Electrical
Review Electrical
Review Planning
Review Planning
Review Planning
Review Planning
Review Planning
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Plumbing
Bond Type-Contractors Bond $500.00 Review Plumbing
CCF $15.00 Invoice# BPP-6-15-56124 Review Plumbing
CO/CC Fee $50.00 09/18/2015 Check#:40013 $1,564.50 $50.00 Review Plumbing
DBPR Fee $11.25 06/26/2015 Check#:39764 $50.00 $0.00 Review Building
DCA Fee $11.25 Bond#:2843 Review Building
Education Surcharge $5.00 Review Building
Permit Fee $750.00 Review Building
Pian Review Fee(Engineer) $160.00 Review Structural
Pian Review Fee(Engineer) $80.00 Review Structural
Scanning Fee $12.00
Technology Fee $20.00
Total: $1,614.50
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.
OWNERS AFFIDA rtify that all regoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction an on' g Futhermore auth the above-named contractor to do the work stated.
September 18,2015
A Date
Building Department Copy
September 18,2015 1
Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-237735 Permit Number: BPP-6-15-1590
Inspection Date: May 05,2016 Permit Type: Pools/WhirlpoolslHot Tubs
Inspector: Naranjo, Ismael
Inspection Type: Final
Owner: BREEN,JAMES&MAR Work Classification: New
Job Address:1481 NE 104 Street
Miami Shores, FL 33138-2663 Phone Number (786)617-3500
Parcel Number 1122320320090
Project: <NONE>
Contractor: VAN KIRK&SONS INC Phone: (954)755-4402
Building Department Comments
NEW SWIMMING POOL 15X30'GALLONS AND DECK InfPassed Comments
PAVER ON SAND INSSPEPE CTOR COMMENTS False
06-29-15 I. Naranjo
Hold
No reviews until zoning corrections are made.
,Jnspector Comments
Passed
Failed El
Correction a
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
For Inspections please call: (305)762-4949
June 15,2016 Page 1 of 1
Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
inspection Number: INSP-257985 Permit Number: BPP-6-15-1590
Inspection Date: May 02,2016 Permit Type: Pools/Whirlpools/Hot Tubs
Inspector: Dacquisto, David Inspection Type: Survey Final
Owner: BREEN,JAMES&MAR Work Classification: New
Job Address:1481 NE 104 Street
Miami Shores, FL 33138-2663
Phone Number (786)617-3500
Parcel Number 1122320320090
Project: <NONE>
Contractor: VAN KIRK&SONS INC Phone: (954)755-4402
Building Department Comments
NEW SWIMMING POOL 15X30'GALLONS AND DECK Infractio Passed Comments
PAVER ON SAND INSPECTOR COMMENTS False
06-29-15 I. Naranjo
Hold
No reviews until zoning corrections are made.
2 /6 Inspector Comments � / /r
Passed J l 41elq..1 ,
cry /W,2 . s -
Failed El
Correction
Needed
Re-Inspection
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
For Inspections please call:(305)762-4949
May 02,2016 Page 1 of 1
Miami ShoresVillage
g
Building Department
BY:
2Tel:
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
(305)795-2204 Fax:(305)756-8972
-71 INSPECTION LINE PHONE NUMBER:(305)762-4949
20 l�
BUILDING Master Permit N BC
PERMIT APPLICATION Sub Permit No.
S-A/BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 1481 NE 104th Street
City: Miami Shores County: Miami Dade Zip: 33138
Folio/Parcel#: 11-2232-032-0090 Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): James Breen Phone#:786-617-3500
Address: 1481 NE 104th Street
City: Miami Shores State: FL Zip: 33138
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: Van Kirk&Sons Inc. Phone#: 954-755-4402
Address: 3144 SW 13th Drive
City: Deerfield Beach State: Florida Zip: 33442
Qualifier Name: Robert P. Van Kirk Jr. Phone#: 954-755-4402
State Certification or Registration#: COC-045956 Certifica «of Competency#:
r � . • 6
DESIGNER:Architect/Engineer: Phone#:
/� .,II11
Address: � � �.� • ��Z plq[. City: .jt[ State Zip:3*5
Value of Work for this Permit:$ �j Square/Unear Footage of Work: LI.S"D
Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work:
12
of
Specify color of color thru tile.
Submittal Fee$ Permit Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
o �
Bonding Company's Name(if applicable) N/A
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 beappro and a reinspection fee will be charged.
Signature Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument pias acknowledged before me this
day of 20 �`..7 .by d of 20 by
�/ t -
wh s personally yvho is personally known t
ail
6: ° G
e or-wFro has produced as me or who has produced as
identification and who 8id'take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign. —���^ Sign:
Print: ROBERT VAN KIRK,III Print:
TARP F>UBUC a $may fg +MY`COMMISSION#FF126798
Seal: STATE OF FLORIDA Seale' EXPIRES May 28,2018
• ?. Expires
Cornm#FFR"
6/7/2017 (407)39sat5s FloddeNotaryservim-com
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APPROVED BY Plans Examiner Zoning
/J�C/")J v
Structural Review Clerk
(Revised02/24/2014) 7 ( I,
. O
Miami shores Village
Building Department
10050 N.E.2nd Avenue
�jpRIDp Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
NOTICE OF REQUIREMENTS
RESIDENTIAL SWIMMING POOL,SPA AND HOT TUB SAFETY ACT
I (We) acknowledge that a new swimming pool, spa or hot tub,will be constructed or Installed at
1481 NE 104th Street Miami Shores, FL, and hereby
affirm that one of the following methods will be used to meet'the requirements of Chapter 515,
.Florida Statues and the Florida Building Code R4101.17.
Please Initial the methods)to be used:
The pool will be equipped with an approved safety pool cover that comp lies with ASTM
F1346-91.(Submit Manufacturer's Specifications).
A continuous,one-piece(child)barrier meeting the requirements of Florida Building Code
R4101.17.1.15 will protect the pool perimeter.The plans shall show the fence location and method of
attachment,including one end that shall nbt be removable without the aid of tools.(Submit Manufacturer's
Specifications).
A combination of non-dwelling walls and fences(screen enclosure,child felce,dasonry•""• ••e%•
fence walls,chain link or wood fence,etc.)will protect the.pool perimeter.The plans mush 1Sgecify t he tyee:•• •.
. .. . . ......
and location of all non dwelling walls.Florida Building Code,84101.17.1 •••:•• •
Any combination of protection which incorporates dwelling walls with openir%F•ji ectly into the•• •••••
pool perimeter and all windows and doors will be equipped with exit alarms complying w4FJOrW Building•• ••;•••
Code,R4101.17.1.9(Submit Manufacturer's Specifications). ..•..• : ......
�Any combination of protection which incorporates dwelling walls with openirSgs�r*tly inti;the, •.•„•
pool perimeter and all doors will be equipped with a self-latching device with positive meohanical :00090
latching/locking installed a min.54”above the threshold. If this option is selected,submit piartrs Aowing 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 expiratloo of the permit,the pool shall be
presumed to be unsafe.I understand that not having one of theAbove installed w111 constitute a
violation of Chapter 515,F.S.,an d will be considered as com Ing a misdemeanor of the second
degree,punishable as provided in Section 775.082 or Section 5.083 .S.This form ust be signed
by the o agt and then contractor.
\ r�
CTRACTOR'S SIGN URE AND DATE 0 'S SIGNATURE AND DATE
/011
Robert P. Van Kirk Jr Ann e 5 L
0 TRACTOR'S N LEASE PRINT) OWNER'S NAME(PLEASE PRINT
NOTARY U y^.p"". euwc
�• FtYSTAL N
JONES STATE OF FLORIPA
Y COMMISSION#FF126M . C
EXPIRES May 28,2018 fi
ao� olt33 Flond�Not seM09.00m
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a
SNoREs Miami
Shores Village
'ewes Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
LORiUA Tel: (305) 795.2204
Fax: (305) 756.8972
SURVEY AFFIDAVIT
STATE OF(FLORIDA)
COUNTY OF(DADE)
The undersigned Affiant, James Breen does hereby attest that
(Property owner)
The attached survey,performed by
0000
(Name of surveyor's company) •••• 0.00..
•• •
1481 N E 104th Street ••••
For address: ...••• •••• ••••�•
0000..
0000..
0000
V.
.
Performed on (date of survey)is an accurate representation of the existing contliftris and. •• ••:•'.
- 0000.0 00:04, 0000.
locations of all structures on the property as of this date. ..•0 0• ••• ••••••
The purpose of this Affidavit is to induce Miami Shores Village to issue a building je*r*m*%r the•prohrty •• „�
00.0.0
without first providing a survey less than seven (7) years old old. The Affiant, as property other,%rther tgrees to :0000:
.. 0000
remove or obtain permits for any structures which now may exist on the property which are not permitted oFJON&
may violate zoning or building code regulations. The Affiant further understands that the existence of any such
structures m affectfin I inspections as applicable to this or other permits.
Further,A nt say naught. tt►►
Pr Owner Signature Property Owner Print Name
SWORN TO AND SUBSCRIBED before me this� day of LA," SIDS
Affiant is_personally known to me, produced as identification.
N04%BERT VAN MRK,III
Revised on 5!22@009/Revised on 6/12119 NOTARY PUBLBO
). Ejq*es STATE OF FLORIDA
CQMM#FF006W
&712D17
t
5t;ORE
,,,, q,,,M Miami Shores Village
Building Department
�IpR�UA 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
SWIMMING POOL OWNER'S CERTIFICATION
Date
—4= _;!
Miami Shores Village
Building &Zoning Department
Attention: Building Official
I certify that I am the legal owner of the property described as
0000
River Bay Park , located at 1481 NE 1WLI-Street...• .•••••
•
0000.. •
0000..
:0000:
In accordance with Section 33-12(f), Code of Metropolitan Dade County,j rortify tt5t I;• ;•••••
understand and agree that the swimming pool to be constructed at the above.Addtess cipAN ;
•
be used or filled with water until separate permit has been obtained for an approvbd safety:• 0.000"0
• •
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 final inspection and use of the
pool.
Legal Owner
Note:This certification is to be submitted with a swimming pool permit application in duplicate.
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
p Tel: (305) 795.2204
Fax: (305) 756.8972
PREPARED BY:
DECLARATION OF USE
KNOW ALL MEN BY THESE PRESENTS:
WHEREAS,the undersigned James Breen Ware the fee simple owners)of the following described property(°Property'
situated and being in Miami Shores Village,Florida:
Lofts) 10&11 Block 3 of River Bay Park (Subdivision),according to the plat thereof,as recorded in the Plat Book
40 Page 72 of the Public Records of MiamaDade County,Florida,(address) 1481 NE 104th Street and
WHEREAS,the undersigned owners)have sought certain development approval from Miami Shores and are providing this document in consideration thereof
and to induce the Village to grant same:
NOW,THEREFORE,for good and valuable consideration,the receipt and sufficiency of which is acknowledged,the undersigned do(es)hereby declare and
agree:
1. That the Property will not be used in violation of any ordinance of Miami Shores Village or Miami-Dade County now in effect or hereinafter enacted.
2. That the property will be used for a single family residence only.
3. 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.994arn Viand
• • •••• ••••••
conditions set forth herein. • • i • • ••
FURTHER,the undersigned declare(s)that this covenant is intended and shall constitute a restrictive covenant concerning th%wos,#y)oymeri ft tMe 0 the •
0 ••••••
above Property and shall constitute a covenant running with the land and shall be binding upon the undersigned,his/her successors and ft"Ifid may only begeleased e •
by Miami Shores Village,or its successors,in accordance with the codes,rules and regulations of said Village then in effect •AAS 00 •00 0•
IN WITNESS WHEREOF,the undersigned hasthave caused hand(s)and seal(s)to be affixed hereto on thisLAU of • •
• • •••••
•• •• •• • ••••••
NERS• � •
WITNESS(ES) • 0&s o:0
•••••
Signature Signature see. • • s•eV-and •
Print and Print '
Signature60FIp"
ROBERT VAN IORK III Sign re
NOTARY PUBLIC
and PrintF Iq EMMA and Print III
STATE 0C=M#FF NOTARY IPUBUO
COUNTY &7=1 STATE OF FLMDA
0
I HEREBY CERTIFY that on this day personally appeared before me who is perso a ty kn me or has produced
(type of identification)as identification and he/she acknowledge that he/she executed the foregoing,freely and voluntarily,for
purposes therein expressed.
SWORN TO AND SUBSCRIBED before me on thi a5L day of
CRYSTAL N JONES IA
My commission expires: * /• MY COMMISSION#FF126798
EXPIRES May 28,2018 ARY PUBLIC,S OF FLORIDA
(407)398.0153 FloridallotwyService com
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t �
James F. Biagi PE
Consulting Engineer
Date: December 10, 2015
City of Miami Shores
Building Department
Miami Shores, FL
RE: Street Address: 1481 NE 100 Street., Miami Shores, FL
Helical Pile Log.
Breen Residence
Dear Building Department:
On September 9 20151 observed the placement of helical piles at the address
referenced above. The piles were set to a 15 Ton Capacity.This Is the capacity
required by the pool design engineer. My log Is attached showing the required
torque on the top of the helix. (6888 ft/lbs).A torque chart is attached for the
calibration of the placement machine.The chart explains the ultimate load as 30
ton or 60,000 ft lbs.The allowable load Is%the ultimate or 15 Tons and the
required torque to get the 15 Ton Is 6888 ft lbs.which was the minimum observed
on the meter.
very tt'e +� e�eee.
9.-- V
0. 3.�ames F. Biigii, P.E. F1*377
F
.. ........ 1 17
�e'd�1'�N A,1�1�,�9•,4
1915 NE 45TH STREET,SUITE#107 FT.LAUDERDALE,FL 33308 PHIFAX 954 776 8004
� pq ori
0
`�Addgbtbttft'f//y j:
F• Bill
7
3?467 •:o
All�S�
/�/rftr�tbeee�s
HELICAL PIERS INSTALLATION LOG
Cr. Plies I.D. Type of Specified Torque Installed Torque Penetration Number&Size
No: No: Pier (Ft.Lbs): (FLLbs): (ft): of helical: Kips: 9/2912019
1 P-1 Helical 6888(2100) 6888 25 12" 14" 30 Plate
2 P-2 Helical 6888(2100) 6888 26 12" 14" 30 Plate
3 P-3 Helical 6888(2100) 6888 27 12" 14" 30 Plate
C P-4 Helical 6888(2100) 6888 23 12" 14" 30 Plate
5 P-5 Helical 6888(2100) 6888 24 12" 14" 30 Plate
F
P-6 Helical 6888(2100) 6888 25 12" 14" 30 Plate
P-7 Helical 6888(2100) 6888 26 12" 14" 30 Plate
P-8 Helical 6888(2100) 6888 24 12" 14" 30 Plate
P-9 Helical 6888(2100) 6888 25 12" 14" 30 Plate P-10 Helical 6888(2100) 6888 25 12" 14" 30 Plate
11
12
13
14
15
16
17
18
19
20
Project: Breen Residence Load: 15 Tons ®��®�V�� •F•� i,�',/
° `G� F•'•° �e
Contractor: van Kirk&sons Misc. Info: Piate 6 X 8 X 112"w12#5 Hook Bars e • �N 467
m _
Addraw 1481 HE 104th Street Miami Shores /
a
/ON
EASTCOAST TESTING $ ENGINEERING, INC.
4100 North Poweriine Rd.-Suite G-1 4361 Okeechobee Blvd.-Suite A-5
Pompano Beach,Florida 33073 West Palm Beach,Florida 33409
Broward(954)972.7645(SOIL)-Dade(954)972.7645 (954).972.SOIL
FACSIMILE#954-9718872
ESTABLISHED 1981
ETE@BELLSOUTH.NET
December 01, 2015
Bodax Foundations, Inc.
1101 NW 55th St
Fort Lauderdale FL 33309
Re: 1481 NE 1040 Street
Miami Shores, Florida
Dade County, Florida
Dear Mr. Rich Barnes;
As requested,EastCoast Testing 8 Engineering,Inc.performed a subsurface Investigation
and engineer evaluation at the above referenced project In accordance with standard
geotechnical engineering and subsoil properties within the industry,it was recommended to
utilize helical piers, (12-14") for deep foundation design. The recommended approximate
depth for 15 ton bearing capacity was estimated at+1--28.0 feet below the existing grade.
It should be noted that helical plies shall be Installed to approximate depths Into suitable soil
bearing stratum as determined by the geotechnical engineer and/or local jurisdictional
authority. The torque correlated capacities are based on Installing the pile to its torque rating,
using a consistent rate of advance and rpm. The capacity is based on well documented
correlations with Installation torque,which Is recognized as one method to determine bearing
capacity,(IBC Section 1810.3.3.1.9). A minimum safety factor of 2 Is used for determining the
allowable bearing capacity from correlations. Axial deflections of 0.25 to 0.50 Inches
are typical at allowable capacity.
Due to the porosity,density,shear strength,soil cohesion,granular friction angle,and other
properties of the limestone substratum encountered,depth of the helicals from one point to
another,and/or one site to another can vary considerably. Helical screw pile systems must
be considered a deep foundation elemen4 and as such,as a rule In thumb,Installed to a depth
of at least six,(6)tines the diameter of the largest helix.
Should you require further assistance with this or any other project;please do not hesitate
to call on us.
Respectfully Submitted,
EASTCOAST TESTING&ENGINEERING,INC.,
CertlflCate ofAnIhortration#3425
12/1/2015
Mohammed A:Rai,P.E. Craig Smith,President
Senior Geotechnical Engineer
State of Florida#59345
wpdocs.►bodaxlt csmh
THRESHOLD/SPECIAL INSPECTIONS,BORINGS.DENSITY. CONCRETE.ASPHALT.ETC,A"GEOTECHNICAL TESTING LAB"
M
.... �. Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
MIAMI SHORES VILLAGE
NOTICE TO BUILDING DEPARTMENT .
OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER
THE FLORIDA BUILDING CODE
I(We)have been retained by to perform special inspector serer under
the Florida Building Cade at the __ 113 -sy, project on the below listed structures as of
=7 W d S(date).I am a registered architect or professional engineer licensed in the State of Florida.
PROCESS NUMBERS:
ID SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20)
0 SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR W HIGH 2319.17.2.4.2(R4409.6.17.2.4.2)
d SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 21224(R4407.5.4)
Cil SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2)
• SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1824:3.1(84404.4.3.1)
13 SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(84405.9.12)
o SPECIAL INSPECTOR FOR
Note.Only the r fed boxes apply.
1 he following individual(s)employed by this firm or me are authorized representatives to perform inspection'
2. _ `i► smrrW
3. C > Arial �taad .�Y 4 MAROLD &Xr*W
"Special Inspectors utilizing authorized representatives shag insure the authorized representative is qualified by education or
licensure to perform the duties assigned by the Spew Inspector. The qualifications shall include licensure as a professional
engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation frau an
architectural education program;successful completion of the NCEES
Fundamental Examination;or registration as building Inspector or general contractor.
1,(we)will notify Miami Shores Vftge Building Department of any changes regarding authorized personne:perming inspeetion• ......
services. •• • •• • •
I,(we)understand that a Special Inspector inspection log for each building must be displayed in a convenINLO ion on the site
for reference by the Miami Shores Village Building Department Inspector.All mandatory inspections, as n;WItqd by the Florida :....:
Building Code,must be performed by the County.The Village building inspections must be caged for on allfMfery inspeetimae '
Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspegt%WrformW by the
Department.Further,upon completion of the work under each Building Permit I will submit to the Building k$War at the time or ""'•
final inspection the completed inspection log form and a sealed statement indicating that,to the best of my jvjgv ftdge,be�'ie{and "";•
professional judgment those portions of the project outlined above meet the intent of the Florida ButttdingoCgde and are in '.
substantial accordance with the approved plans. • ...... ••••••
Signed and Sealed EngineedArchkoctime
'
..
(PW
• Address-4b0r5PJ4 ll1& d 40•L
7/27/2015 POWA O ftAcg P$„ 33M3
DATE: Phone No. qr4. 171 X.'I&-4S
Created on 6/10/2009
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd.-Suite G-1 4361 Okeechobee Blvd.-Suite A-5
Pompano Beach,Florida 33073 West Palm Beach,Florida 33409
Broward(954)972.7645(SOIL)-Dade(954)972.7645 (954).972.SOIL
FACSIMILE#954-9718872
ESTABLISHED 1981
ETE@BELLSOUTH.NET
February 15,2015
Report of Engineering Evaluation for.James Breen
Project :Proposed Pool
Location : 1481 NE 100 Street
Miami Shores,Florida
Dade County,Florida
To Whom it May Concern;
As per your request EastCoast Testing S Engineering,Inc.performed the modifled
and standard penetration test boring's at the above reference location. The purpose of
this investigation was to provide Information concerning the site and subsurface
conditions In order to provide site preparation and foundation design recommendations
for support of the proposed construction. This report presents our findings and
foundation recommendations.
It Is our understanding that plans for this project consist of new reinforced gunite
pool to be constructed In the rear of the subject property. Final Floor elevations for the
test boring's were not furnished. Major Intersections for this project are north of east of
US 1, (SR 5)and north of NE 95m Street In Miami Shores,Florida,Dade County,Florida.
0000
. . 0000 0000..
STANDARD PENETRATION TEST BORINGS ... •..•.• •• •;•
0000.. •
The location for the test boring's were determined by our client and&llfaupervisor . •••
and are indicated on the test boring report logs'. A review of our test samples v6overeal•••
Indicate that beneath the surface the upper levels of subsoils consist of fln**C& Td sands•0 0 00:00
with some/little limestone fragments,roo4 slit and organics to a depth of+M.5 feet bebw• 0696:4
grade. Below this layer our borings discovered stratums of very loose s4V#h"ralned• 0
sands,and organic slit(muck)which continued to+/--8.5 feet below the surface. GnderVgs•;• 906960
6
these deleterious subsoils were layers of fine-grained silty sands,and limesloneNagmdnts •
with little sands In a medium dense compaction condition to+/--13.0 feet BeloA thli zone4fu;•; •
boring disclosed multifarious stratums ofllmestone fragments witlittie/traces of fine-medid1h •
grained sands predominantly In a medium dense state of relative consolidation which
extended to+/--26.5 feet below the land surface grade elevation. From this depth our boring
encountered limestone fragments In a very dense to a medium dense consolidated state to
-30.0 feet: These limestone substratum terminated our subsurface exploration at thirty feet
maximum penetration.
THRESHOLD/SPECIAL INSPECTIONS,BORINGS,DENSITY.CONCRETE,ASPHALT,ETC.A"GEOTECHNICAL TESTING LAB"
i
EASTCOAST TESTING &ENGINEERING, INC.
4100 North Powerline Rd.-Suite G-1 4361 Okeechobee Blvd.-Suite A-5
Pompano Beach,Florida 33073 West Palm Beach,Florida 33409
Broward(954)972.7645(SOIL)-Dade(954)972.7645 (954).972.SOIL
FACSIMILE#9549718872
ESTABLISHED 1981
ETE u@BELLSOUTH.NET
Page#2-Laboratory#7003305
1481 NE 104'h Street
Miami Shores,Florida
The natural ground water table was discovered to exist at an elevation of 0--3,10"-
4'10"below the existing natural-ground surface at the time of our borings. Fluctuation In the
observed groundwaterlevels should be expected due to rainfall variations,seasonal climatic
changes,construction activity and other on-site specific factors.
The general location and nature of the proposed project,the depth and thickness of
the compressible organic silt,(muck)In the upper+1-2.5-8.5 feet of depth and the existence
of nearby structures preclude the use of conventional foundation methods. We therefore
recommend the proposed pool and all structure's be supported on a system of helical piers,
and/or pin piling. R should be noted that load bearing capacities for the proposed pool has
not been given as of the date of this report
HELICAL PIERS
R is our professional opinion that the proposed pool, and all structure(s) be
supported and designed with a deep foundation system of helical plers. Based on ourboring
performed and test borings performed in the area, we estimate that a 12-14 inch helical
foundation anchor installed to a minimum vertical distance of V--28 feet below the surface
will provide an allowable compressive capacity of+/--30 kips,(working toads)with an ultimate
bearing capacity of 60 kips,and a tension capacity of ten kips. We recommend the hellar 6 6.
sections be hot dipped galvanized, (ASTM A153) and bolted, (B) and/or welded, (I)"' 0016:'
connections. The shaft O.D. (inches) shall be a minimum of 3.50 inches. The shaft wall*6'• 6.
gauge shall be a minimum of 0.25 Inches. The specific design of the piers shp����e left up 0000"
to the speclaftcontractororstructural engineerwith respect to location,spacigg.jep and �....�
load bearing capacity. Installation shall be performed in accordance with thVAQ•Channer•••
Company Technical Manual Specification or equivalent 6: •
..66.6 .... .....
1161.' 66:6 .1111.
Plercapacityisdirecdydependantupon helixslzeandspacingand thej%%4=ntractor 6 �•
will be able to provide the most cost effective combination of helix sizes an:f d6pV1s. Itis
recommended that two,(2)test piers be performed prior to full production to determine QV•..
approximate depths and size of the helical's. Shall the design compression clapicily not be ... ;••••
achieved at the approximate depth specified additional helical plering sections will to*
Installed In order to conform to the design criteria.
The design of the piers should be left up to the speciality contractor and the
structural engineer as required. A geotechnical engineer or his representative shall monitor
the Installation of the helical piers for cert/fication purposes.
THRESHOLD/SPECIAL INSPECTIONS,BORINGS,DENSITY. CONCRETE.ASPHALT.ETC.A"GEOTECHNICAL TESTING LAB"
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powedine Rd.-Suite G-1 4361 Okeechobee Blvd.-Suite A-5
Pompano Beach,Florida 33073 West Palm Beach,Florida 33409
Broward(954)972.7645(SOIL)-Dade(954)972.7645 (954).972.SOIL
FACSIMILE#954-9718872
ESTABLISHED 1981
ETE@BELLSOUTH.NET
Page#3-Laboratory#7003305
1481 NE 104'Street
Miami Shores,Florida
PIN PILE ALTERNATIVE
As an alternative to a deep helical pier foundation system, we recommend that the
proposed structure's be supported utilizing a foundation system of pin piling. We anticipate
that a three and one-half, (3.0"I.D.)pin pile Installed to a minimum depth of approximately
+1--28 feet or to refusal conditions will yield an allowable bearing capacity of 10 kips. A
minimum penetration of+1--28.0 feet below grade will be required to accept a completed pin
pile and/or as determined by the engineer. Pre drilling through the surflcial fllls may be
required if practical refusal Is found at a higher elevation. Pin plies driven to the
recommended depth should be able to support loads up to 5 tons given the soil conditions
of the site. it Is recommended that two,(2)test piers be performed prior to full production
to determine the approximate depths of the pin pile's. A geotechnical engineer or his
representative shall be present for the test pile operations and for the remainder of the pin
pile Installation for certification purposes.
We recommend that these plies have a minimum wall thickness equivalent to
schedule 80. All pin piling shall be hot dipped galvanized. The sections of the piling should+••
be welded to the outer collars to insure the structural stability of the piling. Qnc a piles••• •••• •
are Installed, they may be filled with 4000 psi concrete grout and attached to M6 ptopos90•••• •
foundations with either embedded reinforcing,or top plates. This decision anWOR are thb* ' ••••••
responsibility of the project structural engineer. �' • '• •...
......
The piling should be Installed with a Rhino Model 140 pneumatic Jack hammer, (90:"' ""'•
pounds minimum weight)or approved equal,capable of advancing the piling oe required•
depth,(refusal). Refusal conditions are determined with less than 0.1 inche$of mgvement
see*:.
In one minute of driving. ••••••
Piling Installed In accordance with these recommendations will provide an allowable •
compressive capacity of 10 kips. Should a geotechnical engineer from this office or his
representative Inspect the Installation of the pin piling a Foundation Certitfcation will be
submitted upon satisfactory completion.
THRESHOLD/SPECIAL INSPECTIONS BORINGS DENSITY CONCRETE ASPHALT ETC A"GEOTECHNICAL TESTING LAB"
v '
f �I
EASTCOAST TESTING &ENGINEERING, INC.
4100 North Powedine Rd.-Suite G-1 4361 Okeechobee Blvd.-Suite A-5
Pompano Beach,Florida 33073 West Palm Beach,Florida 33409
Broward(954)972.7645(SOIL)-Dade(954)972.7645 (954).972.SOIL
FACSIMILE#9549718872
ESTABLISHED 1981
ETE BELLSOUTH.NET
Page#4-Laboratory#7003305
1481 NE 1040'Street
Miami Shores,Florida
CONSTRUCTION PLAN&SPECIFICATIONS REVIEW
It is recommended that this office be provided the opportunity to make a general
review of the foundation and earthwork plans and specifications prepared from the
recommendations presented in this report
Our report has been written in a guideline recommendation format and is not
appropriate for use as a specification-type format N Is recommended that this report not be•
made a part of the contract documents,however,N should be made avallabie to Qrospeetive•• ••••••
contractors for information purposes. • • •
00
000.00 00 0 000000
0000..
CONSTRUCTION RELATED SERVICES ••••••
0000
0000..
0000 0 00000
We recommend the owner retain Eastcoast Testing&Engineering 744 to perfo4h•0 ••••••
construction materials testing and observations on this site. Field tests Ali Wservaflbhl 0.0 0.0
Include foundation and pavementsubgrades by performing qualityassuraric &&Ing on thh
placement of compacted structural tills, and pavement courses. We can also praxid9% "•"'
concrete testing, pavement section testing, structural steel testing, genera construction•• :0006
observation services,and Special inspection services. •
00
LIMITATIONS
Our geotechnical exploration study has been performed,our findings obtained,and
our recommendations prepared In accordance with generally accepted geotechnical
engineering conclusions and practices. EastCoast Testing&Engineering,Inc.,(ETE)is not
responsible foranyindependent conclusions,opinions orrecommendations made by others
based on the data contained In this report.
This report does not reflect any variations which may occur away from the soll
borings. The discovery of anysubsurface conditions which deviates from the data obtained
during this geotechnical Investigation should be reported to us for further analysis and
evaluation.
THRESHOLD/SPECIAL INSPECTIONS,BORINGS,DENSITY. CONCRETE:ASPHALT,ETC.A"GEOTECHNICAL TESTING LAB"
EASTCOAST TESTING & ENGINEERING, INC.
4100 North Powerline Rd.-Suite G-1 4361 Okeechobee Blvd-Suite A-5
Pompano Beach,Florida 33073 West Palm Beach,Florida 33409
Broward(954)972.7645(SOIL)-Dade(954)972.7645 (954).972.SOIL
FACSIMILE#9549718872
ESTABLISHED 1981
ETE@BELLSOUTH.NET
Page#5-Laboratory#7003305
1481 NE 1040i Street
Miami Shores,Florida
The Standard Penetration Test ASTM D-1586
The Standard Penetration Test is the most commonly employed tool utilized to
Identify In-situ subsurface soil conditions. The"N"values obtained from the boring provide
an accurate estimation of Internal soil characteristics such as relative density,Internal shear
strength,angle of Internal friction,and the approximate range of the soil's unit weight
These "N"values represent the resistance of a 2-Inch diameter s hE spoon sam°jer• ":
driven by a 140-pound hammer free falling 30 inches. Each drive of the 24 Triches long �k�• ••
......
spoon Is divided Into foursbr-inch increments. The second and third incre►ggaft gre totaled •
to produce the "N"value found on your report. :000%
.... . **:Soo
.
...... .... .....
The Standard Penetration Test also allows for the recovery of sol/s=p{�qb'whiciJA0 .. •
returned to our laboratory and visually examined and classified. The S,RZ jwnpies are .•
available for laboratory testing If requested. Samples are generally held fob 3d days unless. ....;.
otherwise directed by the client
An approximate ground water table Is obtained from the borehole upon completion
of the drilling procedures. This water table Is useful In the general evaluation of particular
soil conditions,and maygive the contractorsome insightinto what can be anticipated during
construction. it should be noted that the ground water level will fluctuate seasonally. This
level may also be affected by local draw-downs, soil conditions, and the watersheds
contribution to the underlying aquifer. It should not be construed to be a measure of the
sol/s'permeability,or of the de-watering characteristics of the site.
Although the standard penetration test Is one of the most reliable methods used to
Identify soil characteristics and types,It may only represent a small fraction of the materials
actually deposited at the site. As Is common Industry practice, we have assumed a
uniformity of proffies between borings to provide a subsoil profile for engineering purposes.
This profile is strictly based on the data obtained from the borings,and If unusual or varying
conditions are found we should be notified Immediately.
THRESHOLD/SPECIAL INSPECTIONS BORINGS DENSITY CONCRETE ASPHALT ETC A"GEOTECHNICAL TESTING LAB"
EASTCOAST TESTING &ENGINEERING, INC.
4100 North Powedine Rd.-Suite G-1 4361 Okeechobee Blvd.-Suite A-5
Pompano Beach,Florida 33073 West Palm Beach,Florida 33409
Broward(954)972.7645(SOIL)-Dade(954)972.7645 (954).972.SOIL
FACSIMILE#954-9718872
ESTABLISHED 1981
ETE@BELLSOUTH.NET
Page#6-Laboratory#7003305
1481 NE 100 Street
Miami Shores,Florida
A test is expresslyrepresentative of the Immediate location tested,and the reliability
of the conclusions Is a direct result of the quantity of tests performed. Any variation in
location may reveal similarly some changes in the depth,thickness,texture,and conditions
of the stratum encountered.
Unless speciflcallystated otherwise,and specifically directed and prearranged by the
client, all elevations are taken with respect to the existing ground surface at the time of
testing. Boring locations are usually obtained In the field by pacing off distances and
approximating right angles to landmarks and property comers. More precise locations may
be obtained from on site surveys and placement of the boring locations by a Land Surve� g•
Registered In the State of Florida. These services are provided at additionrl coets and era.•
beyond the scope of this report •• • .. .
The data presented herein was obtained for the specific purposes 2110toeNln this • •• •
repor4 and should not be misconstrued to apply to any other circumstapttf pjojecti•Qr;• • •
ancillary use unless so specilled and addressed by the engineer of record. •••• • ••e••
90.60. 9999 .0009
Thank you for using EASTCOAST TESTING AND ENGINEERING,'IA1C., for kbt& 0000:0
geotechnical needs. Should you need further assistance with this or a f bMbr projece •
please contact this office. • 6 6 6 • ••••••
9 . . .69.6.
90 0 0 009 0 •
99
Respectfully Submitted;
EASTCOAST TESTING&ENGINEERING,INC.
Cerfftfcate of Authorization#3425
2/15/2015
Mohammed A.Hal,R.E. Craig mith,P4 sident
Senior Geotechnical Engineer
Florida Registration No.59345
b1wpdocs{70A3305,iamesbroon.cscom.cs mh
THRESHOLD/SPECIAL INSPECTIONS,BORINGS,DENSITY.CONCRETE.ASPHALT.ETC,A"GEOTECHNICAL TESTING LAB"
7
T •.
moms&
Quality,SeMc%iMtegrity,Gent to bwWlence
Model:gl@7D-SM POOL
01M WR per sirr8le an psrg(and/or with tts;7n by using the second set of sensors).
Care n®t be used�r wlaedo asset to eaoh o9�®r.
Ev Magnetic sensor entry alarm
> _"Alu%ays on"alarm pratedon
0 Adult pass-through auto reset button
r > High output 110415 dB alarm
P� Watedwgthe r resistant housing
Magnego sensor for additional doorfsoreen door
Low battary LED display
601d'1' p Addtiorml pass-through button for debyed entry tan either side door or fence
20 Ff:9,800 Pcs. > Intended for interior or axlerlor use
40 F719,080 Pos.
40 HQ.22,MS Pcs- > 9V wry operation(not Included_
UPC Barcode:01457518701 1
b", Pool Guard Alarm USA Patent Pio•5,473,310 and No.6,727,819
> ETL Approved under UL 2017 Standards I
www.tachkomald.com ) Office Produc%(sem) � SM city Products(9 0)380-7300
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STRUCTURAL CALCULATIONS
BREEN RESIDENCE
1481 N.E. 104 ST.
MIAMI SHORES, FL 330138
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PE#51441
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•. .••• . . •0:• . . 5201 SW 162nd Place
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PILING NOTES
SEAWALL(2)#5 HOOKS 1.HELICAL PILES TO BE INSTALLED BY A LICENSED _
PILING INSTALLER — — —— —PROPERTY LME
WELDED-CAP PLATE 2.REFER TO ATTACHED SOIL REPORT FOR SOIL
WISLEEVE MR 3'EMBF�MENT ANALYSIS.
011wx 112"We 3.HELICAL PILES PART#AHRD-2875-=.1Y-14'T TO BE
slass INSTALLED PER PLAN.PILES ARE SCREWED INTO
THE GROUND AND WILL FOLLOW THE LOAD LIMITS
SET FORTH FROM ATLAS-HELICAL PRODUCTS
REPORT STATING THAT THIS PILE HAS A
PIER COLUMN COMPRESSION LOAD LIMIT OF 100.000 LBS.,AN
2875 OD 282 WALL ULTIMATE TENSION STRENGTH OF 100.000 LBS.AND ®'15 TON HELICAL PILE
H.D.G.(Hot D W A USEABLE TORSIONAL STRENGTH OF 7.500 FT.
-LB.
Gahan md) 4.PILING PLACEMENT AND QUANTITY SHOULD BE
REVIEWED BY GEOTECHNICAL ENGINEER AND PILING
• CONNECTOR CONTRACTOR PRIOR TO INSTALLATION.
• �3' for, 3'�
•
CONNECTION BOLTS - f -----
Af 4-GRADE 8 H.D.G. r-r
314•DhL
H�999
8-3' • • �••• 000000
14'DhL •• • i9•• •
0I • • •
0000•• q• • •0900•
•
HELIX PLATES1:0 ••0.0•
15 TONS DESIGN LOAD •••••� • •90 •0*0••
30 TONS ULTIMATE LOAD 0000•• I 00000000
12'DIE8 3' • • I• •• •
� � i •9 •• I •• • 0000••
TOP ROW OF#4AT8' �99v9� I • ••
i O.C.EACH WAY • • i • • •0.9 0•
1 .09090
I I I BOTTOM ROW OF#4 AT • • • I :00000
TYPICAL NEW CO CROSS-SECTION DM PIER
A 11 8'O.C.EACH WAY •• • • ••• • •
HELICAL NEW CONSTRUCTION PIER - —I_ T
-t— t 7.8'
i
"8 ROWS TO BE OFFSET s 1
"I -I HCi20NTALLY FROM EACH OTHER
AND A MAXIMUM OF 8'VERTICALLY
POOLBEAM ('-------------� I I
FLOOR STEEL DETAIL I I I 1
TOP VIEW
I I I
POOL FLOOR 44 8.O.C. N.T.S. I I I I
FACT WAY 1 1 I I
eL_ IN WALLS I j
I
(2)MATS OF#4@iroC. I
EACH WAY 14'0 HELICAL FILE I ��sui, EQUIP. I 1 I
;5< r 8PA) I I
WELDED STEEL (5)#5 30'LONG @ I I
PILE CA' 8'O.C.EACH WAY 3Wx30'MAT OVER TOP I L-------------------------J I
OF EACH PILING TO BE I I I
(5)95 REBAR AT I.O.C. I I
EACH WAY
AHRD 2.875-282 42"-141 MAT OVER EACH PILING I I
TOP VIEW 1
HELICAL PILES ATTACHING N.T.S.
• TO POOL FLOOR DETAIL I i
N.T.S.
l
v
SEAWALL
- PROPERTY LINE L - - - - - SPECIFICATIONS
POOL SIZE: 15x30' POOL DEPTH: 3'x5'
SCALE: PERIMETER: — w VOLUME(GALLONSk 1 12950
1/8" = 1' TURNOVER RATE: 6 HRS SURFACE AREA S4 FT.: 450
12'-10"
POOL EQUIPMENT
18'-10" POOL PUMP#1 TYPE I JANDY WALL INLETS: 3
POOL PUMP#1 SIZE:I 1-112HP 2-S-P-D-1 LED POOL LIGHT: 2
10' PAVER h� POOL FILTER#1 TYPE:L200 S.FT. SALT GENERATOR: YES
SKIMMER-.1 1 SUCTION UNE WNAC LOCK: YES
DECK 6'
FINISH ITEMS
12-6" BENCH ------------------ COPING: 6X12 TRAY DECK TYPE:
PAVER
I TILE:L it 7 DECK SQ•FT. 4611
1 GEM FINISH: V.K.SUPER BENCH-1 YES
3 I I BLUE
U
II
STING SPECIAL NOTES
CONI CRETE I PILING POOL: NO POOL ENCLOSURE: WALL
J PAD TO ELECTRIC: BY OTHERS
F- REMAIN
LU I I
Z 30' I I
I i
I I
---J THE POOL SHALL BE LOCATED IN A MANOR THAT COMPLIES
F - WITH N.E.C.680.8 FOR OVERHEAD CONDUCTORS AND N.E.C. ••••••
1 680.10 FOR ALL UNDERGROUND CONDUCTORS. ; ••• •••• ••• •
L-- ------------------ .. .. .
r PER FBC-RESIDENTIAL R4101.17: '•';" •• ••• •
1 ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESSVIM ••
THE HOME TO THE POOL SHALL BE EQUIPPED WITH a APEX14T•
• • • •
3 4' I I I ALARM COMPLYING WITH UL 2017. •••• :•�••• •••
2'-10" r------_---- FENCESANDGATESWILLMEETFBC2010R4101.17.1•• •• .•.. •.• •
THROUGH R4101.17.1.9; EXISTING GATES W/SELF-C4i)6iN*^i,9
SELF-LATCHING DEVICE LOCATED MIN.54"ABOVE GItADL. : • • ••• •
'$, I ALL GATES SURROUNDING THE POOL AREA WILL SVgW ••••••
-15' '
4 I OUTWARD AWAY FROM POOL. • ••• • :..
I I 12'-10" I .� �• .•e„1:Fvvi •. � '.
1 I I RESIDENCE �' ' o REVISION 08111/15:REVISED DECK TO HOLD 10'TO SIDE PROPERTY LINE
EXISTING j j F.F.E.+7,75' _ VT,:
REVISION 06130115:MOVED POOL TO HOLD 12.5'TO SIDE PROPERTY LINE
FROM POOL WATERLINE
I CONCRETE I1
6'CBSWALL PAD II to-Z DATE: 05/07/15 SHEET 1: SPECIFICATIONS AND LAYOUT
'.• �t_OitOp;•• � `moo
Eif,^ •••....••• ` VAN KIRK AND SONS
L————EQUIP. ��Ps1 11 to A�- > DEERFIEW BEAC3144 S.W.13th H,FL W442
&P� 1 1 I `' '' 954-751-"" BREEN RESIDENCE
I
1481 N.E. 104 STREET
I L------------- -----------J j MIAMI SHORES, FLORIDA 33138
I I I Fernando Morales,P.E.
soot S.W.182 Phwe LEGAL DESCRIPTION
6'CBS WALL I Mama,FWft 3185 LOTS 10&11,BLOCK 3
U�785,38"73D 1 RIVER BAY PARKADDN
PLAT BOOK 40,PAGE 72 JOB#57030
' SEAWALL
- - - - - - — - -
PROPERTY LINE - - --�- �",o '-- - - - - - - SPECIFICATIONS
Q
POOL SIZE 15x30' POOL DEPTH: Y x 5
��aR�` Qto� SCALE: PERIMETER: w VOLUME(GALLONS): 12950
�ea\t S•&$e\\ TURNOVER RATE: 6 HRS SURFACE AREA SO.FT.: 4W
1r-10° `v00raag.�� POOL EQUIPMENT
O �o••
A�Q\\ LOA h POOL.PUMP#1 TYPE: DANDY WALL INLETS: 3
POOL.PUMP#1 SIZE: 1-U2HP 2SPD LED POOL LIGHT: 2
5, Qate�a`��8 yERMIT FILTER#1 TYPE: X0 SQ.FT. SALT GENERATOR:r YES
PAVER s\� _ o I d SKIMMER 1 SUCTION LINE WNAC LOCK: YES
DECK �' MIAMI SHORES VILLAGE FINISH ITEMS
g - COPING: 8X12 TRAV IDECK TYPE PAVER
BENCH i DROVED BY DATE TILE:j DECK SQ.FT. 4611
GEM FINISH: VX SUPER BENCH:j YES
BLUE
3
ZONING eo
SPECIAL NOTES v J
EXISTING
ZD EXISTING
I PILING POOL: NO POOL ENCLOSURE WALL
I CONCRETE STRUCTt�RAL
J PAD TO I ELECTRIC: BY OTHERS
F- REMAIN
LU
Z30� , ELECrItICAL
POOL SHALL BE LOCATED IN A
ar F ------ i ---J OR THAT COMPLIES WITH N.E.C.680.8
3' I PLUMBING OR OVERHEAD CONDUCTORS AND N.E.C.
�- L---r--- - - -1/ -- ` 10 FOR ALL UNDERGROUND
ONDUCTORS.
I I MECHANICAL PER FBC-RESIDENTIAL R4101.17:
{ ALL DOORS AND WINDOWS PROVIDING
3' 4' I ! DIRECT ACCESS FROM THE HOME TO THE
- J POOL SHALL BE EQUIPPED WITH AN EXIT
2'-10" r--- --- ---J I ALARM COMPLYING WITH UL 2017. MOD
I
! FENCES AND GATES WILL MEET FBC 2010
R4101.17.1 THROUGH R41
4' 15' 4' I SUBJECT TO COALLMPLWNCE WITH qFEDERAL ' EXISTING GATES W/SELF
•TATE AND CO R SELF-LATCHING DEVICE A" MIN.54" +��V
;� L ULAlnT0t.3 f ABOVE GRADE. ALL GA Ftpp`
' SURROUNDING THE POO AREA Wlat t
16-4 I i
RESIDENCE ♦�� '�XCENsF'•.�1�,'� SWING OUTWARD AWAY
EXISTING I j I F.F.E.+7.75 N ,
1 I _ 4 -
I CONCRETE
6'CBS WALL I PAD I TE OF � DATE: 05/07/15 SHEET is SPE IFW*4TjQrJS•ASID.4Y9lJT
i�� ••• '• �� VAN KIRK AND SONS • • •• • • • • •
�it, ORION z' • •• • • • • •.• •
I I L——— I ( i� •• .• 3144 S.W.13th DRIVE • • 0.:
• • • • •
I
MEQUIP. — •rFS ••••••• � ♦• DEERFIELD BEACH.FL 33442GREEN RE •• •••SPA �S/ONA; ♦� 954-7554402 I
&E&W3
-------------- ------------� I V�� Mra3Z38' 'Fernando M P.E. LEGAL DESLON • • • •
e,CBs WALL :BY -
N 2 6 2015MOM,FlorWa ,85 LOTS 10 S 1RIVER BAY .•. . . . • ..• . •
LIcmm'*1441 PLAT BOOK 40,PAGE 72 ; • #67030
SCALE FLAT GRATE OR ANTI-VORTEX MAIN DRAIN COVER INLETS
TESTED TO ASME Al 12.19.SM 2007 BY UL 8172 POOL
LISTED WITH ANTI-ENTRAPMENT COVER CHANINEL 1-10
DRA
TYP.
32• 7r 2,
--------
MIN.
BENCH
BENCH
0 VACUUM SKIMMER 2 WAY SALT GENERATOR
HYDROSTATIC BEING UUG SED T VALVE
REUEF VALVET 2• 2■ TYP
3 I ILSUCTION TO PUMP
5 3 WAY
I CHANNEL DRAIN DETAIL HAIR�`LINT VTYP FILTER AIR RELIEF
b I STRAINER PRESSURE GAUGE
i I ALL CHANNEL DRAINS ARE
VGB 2008 COMPLIANT 11 BALL
VALVE
F THERE ARE THREE AVAILABLE PORTS ON THE CHANNEL DRAIN. PUMP TO ON SITE
z I ANY ONE OR MORE PORT CAN BE USED FOR THE SUCTION TO WASTE WELL
I EXISTING THE PUMP. ANY ONE PORT CAN BE USED FOR A HYDROSTATIC
J I CONCRETE RELIEF VALVE. ANY UNUSED PORT CAN BE PLUGGED OR,INA PLUMBING SCHEMATIC
PAD TO SPA,CAN BE USED AS A RETURN PORT.
REMAIN ALL PIPING SHALL CONFORM TO
i
a FBC-RESIDENTIAL R4101.6 .�
i
I
PER FBC 403.9.4 RESIDENTIAL POOL PUMPS AND PUMP MOTOR6\�
1. POOL FILTER PUMP MOTORS SHALL NOT BE SPLIT-P
SHADED-POLE,OR CAPACITOR START4N CTION RUN TYPES.
Ff———————— 2. POOL PUMPS AND POOL PUMP MOTORS WITH A TOTAL HP>_1hp
I I SHALL HAVE THE CAPABILITY OF OPERATION AT-TWO�OR,MORE
SPEEDS. THE LOW SPEED SHALL HAVE A ROTATION RATE OF
I I NO MORE THAN 112 OF THE MOTOR'S MAXIMUM ROTATION RATE.
II
I- VAC UNE
---- 2-------� I j
2-t/2'INLETS I I I G P �s PIPE SIZE MAX. FLOW
�DRAINSIMMER I i RESIDENCE Approved INCHES 6.0 ftisec 8.0 ft/sec
I I F.F.E.+7.76 Disapproved 1-r 38 m
E
I XISTING CONCRETE PAD I I 2" 63apm 88 4 gprn
TO BE SAWCUT AND I I 2-10 90 gpm 119
6,CBS WALL I I REPLACED AS NEEDED ( ( 3° 138 184
FOR NEW PIPES I I 4" 238 m 317
I tUlir//
I I I I I ����� ODO A.4'Ip
i ———— I I ��� ��,.,....... 'Qq PER ANSI-7:THE MINIMUM SIZE FOR THE SUCTION SIDE
i' `{'c: EQUIP. I ti� F� �CENS
&PAD I I I ��• F Fi/► FILTRATION AND AUXIUARY BRANCH PIPING IS 6 FPS;THE
e::i.it I I S MINIMUM SIZE FOR THE SUCTION SIDE FILTRATION AND
N •I = AUXILIARY TRUNK PIPING IS 8 FPS;THE MINIMUM SIZE FOR
THE RETURN SIDE FILTRATION PIPING IS 8 FPS;AND THE
L------------- ------- L�/, � MINIMUM SIZE FOR THE AUXILIARY RETURN LINE IS 10 FPS.
I ATE 6
''tee O.c.-•• to .•••��'��. SHEET 2: PLUMBING... . . . . . ..
F � �
//l AL
3144W 13th DRIVVAN IORK AND E �• •i •�i i i i•i �•
• • • • • • • •
DEERFIELD BEACH,FL 33442 •• ••• •• • • • ••
934-755-4402 BREEN RESIDENCE
1481 N.E. 1ASTEET.0. 000
MIAMI SHORES,FLORIDA 33LM
Fernando Moralm,P.E. • •• • • • • • •
slot s.w.,st pace
LEGAL DESCRIPTION ••• • •• • •• •
MWd. 33IN LOTS 10$11,BLOCK 3
Ucense#5 441 1 RIVER BAY PARK ADDN ... . . . . ... . .
PLAT BOOK 40,PAGE 72 ; ; ; ; 40B#.57030
••• •
0 0 000 0 0
PER NEC 200$680.22(B)GFCI PROTECTION.OUTLETS SUPPLYING POOL PUMP JUNCTION BOX
ADJUSTABLE MOTORS FROM BRANCH CIRCUITS WITH SHORT-CIRCUIT AND GROUND-FAULT PRE_CAST z
COLLAR WEIR PROTECTION RATED 15 OR 20 AMPERES,125 VOLT OR 240 VOLT,SINGLE PHASE, COPING Z
WHETHER BY RECEPTACLE OR DIRECT CONNECTION,SHALL BE PROVIDED WITH "
GROUND-FAULT GRCUIT4NTERRUPTER PROTECTION FOR PERSONNEL 5—0 MIN.
water Ine
PUMP 1-2P-20A GFCI
I i 4#10 THHN IN LIGHT 1-IP-15A
L�---�J 13"TO 1fY CONDUIT AUTOMATIC CONTROL 18" MIN.: ,r= 1"PVC
-' 13"TO 200A METER MAIN COMBO
i TOP OF FIXTURE
7
PERFORATED ' z00A 0 GFI TO BE MIN.S' 8 Max
BASKET 1 0 PANEL 20'FROM WATER'S EDGE
TRANSFORMER STAINLESS STEEL LIGHT NICHE
2"TREAD
1-2P-200A
1-2P-WA � (12 VOLT)TO COMPLY WITH
JUNCTION BOX(TYP) S.F.B.C.AND NEC SW
(SEE PLAN FOR LOCATION)
80w LED POOL LIGHT
SKIMMER DETAIL 60wLED POOL LIGHT SECTION UNDER WATER LAMP
N.T.S.
NOTE 1.5 hp 2 Bpd PUMP THE POOL SHALL BE GROUNDED PER
Where provided,the vacuum OI'pressure leaner mdtig(s)shall be located in an FROM TRANSFORMER TO JUNCTION BOX: THE NEC 680.25 REQUIREMENTS ALONG
300W.2#10 THHN+1#12 THHN 4#12 THHN IN 112°COND. WITH THE OTHER APPLICABLE CODES
accessible posftn(s)at least 6 inches and not greater than 12 inches below the 150W:3#12 THHN THAT ARE NOTED ABOVE.
minimum operating water level oras an attachment to the sklmmer(s). 75W OR 100W:2#14 THHN+1#12 THHN 3#12 THHN IN 112"COND.FOR PER NEC 430.32-POOL MOTORS HAVE
EW ALL 1/2'CONDUITOR 25W LED:3#12 THHN CHLORINE GENERATOR OVERLOAD PROTECTION(SEE
/0 j'¢�Y!� ALL
MANUFACTURER'S SPECS FOR
APPRO ®ATE VERIFICATION}
POOL ELECTRICAL DIAGRAM EQUIPOTENTIAL BONDING GRID:
7
PER F.B.C.AMENDMENTS SECTION 10423 ALTERNATIVE MATERIALS AND METHODS FOR
ALL ELECTRICAL WORK SHALL SWIMMING POOL AND SPAS WITH THE INSTALLATION OF 15-VOLT OR LESS SWIMMING POOL
CONSTRUCTION NOTES: LIGHTS OR NO LIGHT,PERIMETER SURFACES AND EQUIPOTENTIAL BONDING GRID(SINGLE
CONFORM TO N.E.C.ARTICLE#680 WIRE).
PERIMETER SURFACES AND EQUIPOTENTIAL BONDING GRID(SINGLE WIRE)INCLUDES
UNPAVED SURFACES AS WELL AS POURED CONCRETE AND OTHER TYPES OF PAVING.
1. ALL CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH FBC-RESIDENTIAL 2010 BONDING FOR PERIMETER SURFACES SHALL BE INSTALLED AS FOLLOWS:
CHAPTER 41. 1. ATTACHED TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID(SINGLE
WIRE)AND
2. REFER TO THE SOIL REPORTY PREPARED BY EASTCOAST ENGINEERING AND TESTING DATED 2. BURIED TO A MINIMUM DEPTH OF(4)FOUR INCHES TO(S)SDC INCHES BELOW GRADE
FEBRUARY 15,2015 FOR SOIL ANALYSIS. AND
3. SWIMMING POOL TO HAVE PNEUMATICALLY PLACED CONCRETE FLOOR,WALL AND BOND BEAM. 3. MINIMUM OF(4)FOUR POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE
POOL(EXCEPT FOR NONCONDUCTIVE POOL SHELLS,BONDING AT FOUR POINTS SHALL
CONCRETE TO HAVE 28 DAY COMPRESSIVE STRENGTH OF 3,000 P.S.I. NOT BE RQUIRED)AND
4. ALL REINFORCED STEEL TO BE INTERIM GRADE DEFORMED BARS OF NEW BILLET STEEL: CONFORMING 4. CONNECTED TO AN EQUIPOTENTIAL BONDING GRID(SINGLE WIRE)WITHE A SOLID
TO ASTM A-615. STEEL TO BE BENT,LAPPED AND PLACED IN ACCORDANCE WITH A.C.I.STANDARDS COPPER BARE CONDUCTOR NOT SMALLER THAN#8 AWG AND
AND SPECS. 5. CONNECTION SHALL BE MADE EXOTHERMIC WELDING OR BY LISTED PRESSURE
CONNECTORS OR CLAMPS THAT ARE LABELED AS BEING SUITABLE FOR THE PURPOSE
5. IN AREA OF SKIMMER,2-#3 BARS IN BOND BEAM MAY BE PLACED EITHER BELOW OR BEHIND SKIMMER. AND ARE OF STAINLESS STEEL,BRASS COPPER OR COPPER ALLOY AND
6. ALL PIPING SHALL BE N.S.F.APPROVED AND SHALL BE SCHEDULE 40 PVC. �,,`%
,�,�11t011lt 1 ttte��J S. THE EQUIPOTENTIAL BONDING GRID(SINGLE WIRE)SHALL EXTEND UNDER PAVED
ODO A.MD WALKING SURFACES FOR MINIMUM 18°AND MAXIMUM 24°HORIZONTALLY BEYOND THE
8. WATER 7. MAIN DRAIN
OHAVE A FREE Y AND DISPOSAL AREA
TO BE4TIMES THE ARRANGEDSOUTH TOF THE SUCTION LINE.
THERE S NO CROSS-CONNECTION WITH A `�.`���c�,��,�DEN3F'R��E`�'% INSIDE WALLS OF THE POOL AS ALLOWED UNDER EXISTING CONDRIONS
DOMESTIC WATER SUPPLY. 41
9. IF REQUIRED,UNSCREENED POOLS SHALL HAVE A MINIMUM 4 FT.FENCE WITH SELF-CLOSING AND
LATCHING GATE. _ i!�'� SHEET 3: NOTES �1F AV�CTRIP �•
10. ALL METALLIC POOL FITTINGS WITHIN 5 FEET OF THE INSIDE WALL AND THE DECK REINFORCING SHALL SAT OF 4 6" �• : •
BE BONDED TO THE POOL REINFORCING STEEL WITH A NO.8 AWG COPPER WIRE. THE POOL 'A t� VAN KIRK AND Servs •
��i��,p�••.FCORIDP;.•• `c1�`��'' 31443.W.13tl1DRIVE •.� •.i •.i �.� i i •�•
REINFORCING STEEL SHALL BE BONDED TO THE POOL LIGHT NICHE WITH NO.8 AWG COPPER WIRE. �� F . DEEI2FlELD BEACH,FL 33442
TWO NO.8 AWG COPPER GROUND WIRES SHALL BE RUN WITH N.E.C.APPROVED CONDUIT,ONE sS/ANAL � 1%4-765-4402BREEN RESIDENCE
INTERNALLY,FROM THE LIGHT NICHE TO THE JUNCTION BOX. COMPLETION OF THE POOL GROUNDING "NtttI � 1481 N.E. t"9FREET• ••• •
SYSTEM TO THE PANEL BOARD BY ELECTRICIAN. MIAMI SHORES B-O&D64 3313$••
11. POOL CONSTRUCTION SHALL BEAR ON CLEAN SANDS OR ROCK WITH A BEARING CAPACITY 2,000 P.S.F. Fernando Morelos,P.E. • •• • • • • •
5201 S.W.162 Pleas LEGAL DESCRIPTION •.• • •• • •• •
12. FBC-RESIDENTIAL 2010 CHAPTER 41 SECTION R4101.6.1 CONFORMANCE STANDARD:DESIGN, Mme,P"W 33185 LOTS 10 811,BLOCK 3
CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF 785480.9739 RIVER BAY PARK ADDN
ANSIMSPI 3,ANSIINSPI 4,ANSIMSPI 5,ANSIMSPI 6 AND ANSIMSPI 7. License#61441 PLAT BOOK 40,PAGE 72 • % : •: dOS*7030
. ...
... . .
0 ... . .
WATER LINE WITH 0
ONE ROW of TILE MIN. MIN.
WATER
LEVEL
SECTION
THRu CL SLOPE 3' % EfE —BEAM
21" 18" 21
UNDERWATER BENCHES,SWIMOUTS
5 1'r— AND SUNSHELVES TO BE VISUALLY SO WALLMALSET APART FROM POOL FINISH WITH A
TILE EDGE OF A CONTRASTING COLOR.
MAIN DRAIN
11°
MAX
TYP BENCH SECTION
N.T.S.
21'4r 3'-6"
18" 3'-6" 25
30'
TYPICAL SECTION FOR TYPE O POOL EQUIPMENT PAD DETAILS
(DIVING EQUIPMENT PROHIBITED) °
N.T.S. ° ,
4"CONCRETE PAD
PER F.B.C.1820.3
FILTER BASE
IM
PER ANSM-2003 6.22: BASE
ALL RISERS AT THE CENTERLINE SHALL ° ° PUMP
HAVE A MAX.UNIFORM HEIGHT OF 12',
EXCEPT THE TOP OR BOTTOM RISER,
WHICH MAY VARY IN HEIGHT,BUT SHALL
NOT EXCEED 1r.
TOP VIEW SIDE VIEW
MIN.240 SHIN.
SURFACE AREA ALL ANCHOR BOLTS THROUGH BASE TO BE 3/8"LAG BOLTS
ON TOP STEP OR TAP CONS FOR ALL EQUIPMENT. SEE MANUFACTURER'S
SPECIFICATIONS FOR ANY ADDITIONAL DETAILS AND
DO A 4f,, ANCHORING POINTS. DETAIL IS COMPLIANT WITH FBC 301.12
pNA.tij '�J�i
O,Q9'% INSUANT
WIpTH FBC�1620 PERTAINING TO WIND LOF EQUIPMENT WILL BE OADS.
1r MML = No 4
T = '
YP•
ATE ��Q"'�`
y p �¢ SHEET 4: DETAIL,•Ajjp •S�OPE • ••
1' 1' I.-W s�Ox\' ��ORI�JA,. '��� VANKIRKA/Y[)SONS • • •• • • • • i
i •......• • •• • • • • ••• •
MIN.240 SHIN. ��j�S`p� DC7 3144 S.W.13th DRIVE • • • • • • • • •
SURFACE AREA ��i �1VAL f- DEERFIELD BEACH,FL 33442 •• ••• " • • ` ••
ON TOP STEP '''fl«It,t:��ti`'`� 964-74402 BREEN RESIDENCE
1489 N.E. 181 SfREET•• ••� .'. .'•
MIAMI SHORES„F.L0FlQ,4 SJ13p• ••; ;
CENTERLINE OF STEPS I 1 10• Fernando Maalm P.E. •• • . . . .
N.T.S. r
82x1 S.W.182 Paw LEGAL DESCRIPTION `•• • •• • •• •
Mtend.Fbrtde33188 LOTS 10$11,BLOCK 3
78S-380-9M 1 RIVER BAY PARK ADDNLicerme ... . . . . ... .
PLAT BOOK 40,PAGE 72 • ;OB tt57030
PILING NOTES.,
(2)#5 HOOKS 1. HELICAL PILES TO BE INSTALLED BY A LICENSED
' PILING INSTALLER. =15 TON HELICAL PILE
WELDED-CAP PLATE -"- 2. REFER TO ATTACHED SOIL REPORT FOR SOIL
W/SLEEVE MIN.3 MBEDMENT ANALYSIS.
6"x 8"x 1/2° 3. HELICAL PILES PART#AHRD-2875.262-12'-14"-7"TO BE
other sizes avatlaile INSTALLED PER PLAN. PILES ARE SCREWED INTO
THE GROUND AND WILL FOLLOW THE LOAD LIMITS T W T
SET FORTH FROM ATLAS-HELICAL PRODUCTS ~———
REPORT STATING THAT THIS PILE HAS A r
PIER COLUMN COMPRESSION LOAD LIMIT OF 100,000 LBS.,AN 2'-6'
ULTIMATE TENSION STRENGTH OF 100,000 LBS.AND
I
2875 OD.262 WALL A USEABLE TORSIONAL STRENGTH OF 7,500 FT.-LB.
H.D.G.(Hot Dipped 4. PILING PLACEMENT AND QUANTITY SHOULD BE
Galvanized) REVIEWED BY GEOTECHNICAL ENGINEER AND PILING
•
CONNECTOR CONTRACTOR PRIOR TO INSTALLATION. ® {
• I
• I
XY
CONNECTION BOLTS I EXISTING
4-GRADE 8 H.D.G. i 6'-3" J CONCRETE
PAD TO
3/4"Dia. I— I REMAIN
TOP ROW OF#4 AT W Z x xI
{ { I O.C.EACH WAY =�
00
14"Dia.
r
{ { BOTTOM ROW OF#4 AT � 6
I { W O.C.EACH WAY Oxy-
I I
ROWS TO BE OFFSET 5" _ .•. •••• •• ;•
HELIX PLATES HORIZONTALLY FROM EACH OTHER 6-3° {•• • •••
AND A MAXIMUM OF 6"VERTICALLY 1 • •• •• ••
15 TONS DESIGN LOAD
•
30 TONS ULTIMATE LOAD4 —————————
" q...---s--ir —'w .�
12°Dia. FLOOR STEEL DETAIL 2'-6' ,I...'
TOP VIEW '� �•••• •••• •• •�
N.T.S.
.I'..' ..:. .. ..
15-10" •
• •
r ——————� 'I I .'. RESIDENCE
6" I
TYPICAL CROSS-SECTION DETAIL OFA
HELICAL NEW CONSTRUCTION PIER00
POOL BEAM I I
I I { I
I I II
I I it
POOL FLOOR #4 @ 8"O.C. I " I I i
EACH WAY { I .•;
IN WALLS �,gaelmlllaS�rsaaL.I~ EQUIP. I I
&PAD I I I
o ;
14"0 HELICAL PILE � (2)MATS OF#4 @ 8"O.C. � � f
°- '�=� •=`• REVISION 06/30/15:MOVED POOL TO HOLD 12.5'TO SIDE PROPERTY UNE FROM
EACH WAYl ;�,, POOL WATERLINE
?� a
SHEET 5: PILING DETAILS
30"x 30"MAT OVER TOP (5)#5 30"LONG @
OF EACH PILING TO BE WELDED STEEL . -"a VAN KIRKAND SONS
PILE CAP 6°O.C.EACH WAY r`ti
(5)#5 REBAR AT 6°O.C. d; 3144 S.W.13th DRIVE
EACH WAY DEERFIELD BEACH,FL 33442
MAT OVER EACH PILING { ►-� BREEN RESIDENCE
''r 1481 N.E. 104 STREET
TOP VIEW I .. •, . .: ,5:v ..
AHRD 2.875-.262-12"-14" MIAMI SHORES, FLORIDA 33138
N.T.S.
Fernando Morales,P.E.
LEGAL DESCRIPTION
HELICAL PILES ATTACHING M ' 33185 LOTS 10&1 BLOCK 3
TO POOL FLOOR DETAIL 79M RIVER BAY PARK ADDN
N.T.S. License#61441 PLAT BOOK 40,PAGE 72 JOB#57030
(2)#5 HOOKS
1. HELICAL PILES TO BE INSTALLED BY A LICENSED
PILING INSTALLER. ® =15 TON HELICAL PILE
WELDED-CAP PLATE 2. REFER TO ATTACHED SOIL REPORT FOR SOIL
W/SL.EEVE MIN.EMBEDMENT LYSIS.
sox 8"x 1/2" 3. HELICAL PILES PART#AHRD-2875.282-120-14"-7°TO BE
other sizes available INSTALLED PER PLAN. PILES ARE SCREWED INTO
THE GROUND AND WILL FOLLOW THE LOAD LIMITS 3' W 3'
SET FORTH FROM ATLAS-HELICAL PRODUCTS —
REPORT STATING THAT THIS PILE HAS A
PIER COLUMN COMPRESSION LOAD LIMIT OF 100,000 LBS.,AN 2'-6" I
ULTIMATE TENSION STRENGTH OF 100,000 LBS.AND
2875 OD.262 WALL A USEABLE TORSIONAL STRENGTH OF 7,500 FT.-LB.
H.D.G.(Hot Dipped I 4. PILING PLACEMENT AND QUANTITY SHOULD BE
Galvanized) REVIEWED BY GEOTECHNICAL ENGINEER AND PILING V-3" I
• CONNECTOR CONTRACTOR PRIOR TO INSTALLATION.
• A x0
• XY
CONNECTION BOLTS I EXISTING
4-GRADE 8 H.D.G. i i 6'-3° J CONCRETE
PAD TO
3/4°Dia. TOP ROW OF#4 AT 8" z :. I REMAIN
I I I O.C.EACH WAY 3 XY
ILi
140 Die. I I I BOTTOM ROW OF#4 AT -
1 8"O.C.EACH WAY
HEUX PLATES ROWS TO BE OFFSET 5° 1
HORIZONTALLY FROM EACH OTHER 6=3" 1
15 TONS DESIGN LOAD AND A MAXIMUM OF 60 VERTICALLY
30 TONS ULTIMATE LOAD —— ———————
4" ------
12"Die. FLOOR STEEL DETAIL 2'-6° r
TOP VIEW '�—
I
N.T.S.
r-------------� II
6 I I l i RESIDENCE
TYPICAL CROSS-SECTION DETAIL OF A I I
HELICAL NEW CONSTRUCTION PIER I I I F.F.E.+7.75
POOLBEAM it
I II
I j II
II
POOL FLOOR #4 8"O.C. I \ p 9ORgf,�'
EACH WAY I ``�� ��O CFN
,•;:<` ..... EQUIP. I
1N WALLS ��� =P NSE .,1 4 :L.''`.' 1 I
&PAD I
14°0 HELICAL PILE ' — (2)MATS OF#4 @ 8"O.C. o N tel;l �_
II
EACH WAY _ -----------------------i 1
30"x 30"MAT OVER TOP WELDED STEEL (5)#5 30"LONG @ ( pP.:�. 2: SHEET 5: PILING .DFZWLS. • . ,•
OF EACH PILING TO BE 6"O.C.EACH WAY ��'s'� FLORA, • ��`�� • •
1eJRK AND SONS
(5) EACHWAY
O.C. PILE CAP '���si��FSS 10�P� `` p�RFW DBEADR Fl 33442 ••' •.i 00: '•• s•i ••'
MAT OVER EACH PILING i
1j11111m" 954-755.44M BREEN RESIDENCE
TOP VIEW I 9489 N.E. � '.3T EI;o. ••: .'. .'.
N.T.S. AHRD 2.875- 262-12"-14" MIAMI SHORES J%0J?/DA 33138' • `•: :
Fernando Morales,P.E. ••i i' ••' '•' 000 •••
HELICAL PILES ATTACHING 5201 S.W.162 Pboe LEGAL DESCRIPTION
FWft 33185 LOTS 10&11,BLOCK 3
TO POOL FLOOR DETAIL 755-390.9738 RIVER BAY PARK ADDN ... . . . 90* 0
Lbwm#51441
N.T.S. PLAT BOOK 40,PAGE 72 ; o JOB#;57030
PER FBC-RESIDENTIAL R4101.17: THE POOL SHALL BE LOCATED IN A
— — — — — — — — — — — — ALL DOORS AND WINDOWS MANOR THAT COMPLIES WITH N.E.C.
SEAWALL ON PROPERTY LINE PROVIDING DIRECT ACCESS FROM 680.8 FOR OVERHEAD CONDUCTORS
THE HOME TO THE POOL SHALL BE AND N.E.C.680.10 FOR ALL
12'-10" EQUIPPED WITH AN EXIT ALARM UNDERGROUND CONDUCTORS.
1g_10COMPLYING WITH UL 2017.
10'
118'-6" THE POOL SHALL BE LOCATED IN A
MANOR THAT COMPLIES WITH N.E.C.
12''6" 680.8 FOR OVERHEAD CONDUCTORS
122'-6" AND N.E.C.680.10 FOR ALL
UNDERGROUND CONDUCTORS.
EXISTING I
CONCRETE PAD
TO REMAIN I
I�
f�
TWO STORY
EXISTING RESIDENCE THE EXISTING FENCES MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SECTION
CONCRETE PAD F.F.E.=6.51'
� 424.2.17.1 AS FOLLOWS:
i 424.2.17.1.1: THE EXISTING FENCE IS LOCATED ON THE PERIMETER OF THE POOL IN THE YARD
S CBS W I AREA ON THE SAME PROPERTY,
IRON GATE 424.2.17.1.1: TOP OF FENCE IS A MIN.OF 48"ABOVE GRADE MEASURED ON SIDE OF THE
W/SELF-CLOSING EQUIP. BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL;
SELF-LATCHING &PAD 200 AMP METER 4,CBS WALL 424.2.17.1.1: THERE IS A MAXIMUM 2"CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE
MECHANISMS FENCE;
LOCATED A MIN. r---------------- 424.2.17.1.2: THERE ARE NO GAPS,OPENINGS,INDENTATIONS THAT ALLOW A CHILD TO CLIMB
OF 54"ABOVE I i i / OVER,UNDER OR SQUEEZE THROUGH;
GRADE 424.17.1.4: THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS I,E6W6�N
I i / ON GATES �/ I 45";THE HORIZONTAL MEMBERS ARE ON THE POOL SIDE OF THE-FENCG;THE SP •••• •
./i W/SEL=-CLOSINPs,
� DRAIN FIELD i— � ' BETWEEN THE VERTICAL MEMBERS DOES NOT EXCEED 1-314";
SELF-LATCHING 424.17.1.5: THE DISTANCE BETWEEN THE TOPS OF THE HORIZONT • S IS 46"2 MORE;
i / �__� — MECHANISMS THE SPACING BETWEEN THE VERTICAL MEMBERS DOES NOT EX •• • •••• •
/ SEPTIC LOCATED A MIN. IN ADDITION,THE FENCE GATE(S)MEET THE REQUIREMENTS OF THE"(MOA BUILDING"CODE • •
TANK OF 54"ABOVE SECTION 424.2.17.1.8: •••• • s i ••
GRADE I EXISTING GATE(S)ARE SELF-CLOSING AND HAVE A SELF-LATCHING tQGI ll;DEVI*?WCA'1'ED ••••
' --------------�-� I ON THE POOL SIDE OF THE GATE(S); • •
THE MECHANISM IS PLACED SO THAT IT CANNOT BE REACHED BYAY01J &HILD OVIV ME
/ I TOP OR THROUGH ANY OPENINGS OR GAPS FROM THE OUTSIDE
/ + THE GATE(S)SWING OUTWARD AWAY FROM THE POOL; •••••• • •
/
DRIVEWAYGATES)AND BARRIERS HAVE NO OPENINGS GREATER THAN 10 41/111181 OF THE* •••• •
I MECHANISM; • • • •
THE DEVICE RELEASE MECHANISM IS LOCATED NO LESS THAN 54"FfWTIJE BOTTOMQF THE • • •
/GI I GATE AND IS NOT LOCATED ON POOL SIDE OF GATE. go
• •
/ REVISION 08/11/15:REVISED DECK TO HOLD 10'TO SIDE PROPERTY UNE
/ I _ `mllllllllrr
REVISION 06/30/15:MOVED POOL TO HOLD 12.5'TO SIDE PROPERTY LINE FROM
150.00'PROPERTY UNE ' fi< CR q !y POOL WATERLINE
' r
r' �`J' SHEET 6: SITE PLAN
12'PARKWAY Y
j j r.I VAN KIRK AND SONS
3144 S.W.13Bh DRIVE
- - - - - - - - - - - - - - - - - - - - - — 'u' ' �\\1'�� � _
DEERFIELD B
EACH,FL 33442
5 A7E :� ' ` 954-755-4402 BREEN RESIDENCE
N.E.10401 STREET 1481 N.E. 904 STREET
MIAMI SHORES, FLORIDA 33138
— — — — — — — — — — — — — — — — — — — — — — — 0 Femando Morales,P.E.
ri)m lox- SM S.W.16 LEGAL DESCRIPTION
SITE PLAN i f 11 i f 11 i1%'0 MWW,Flodda 33185 LOTS 10&11,BLOCK 3
N.T.S. 7"WO'OM RIVER BAY PARK ADDN
Licerlae#51441 PLAT BOOK 40,PAGE 72 JOB#67030
PER FBC-RESIDENTIAL R4101.17: THE POOL SHALL BE LOCATED IN A
— — — — — — — — — — — — ALL DOORS AND WINDOWS MANOR THAT COMPLIES WITH N.E.C.
SEAWALL ON PROPERTY LINEALL
DIRECT ACCESS FROM 680.8 FOR OVERHEAD CONDUCTORS
THE HOME TO THE POOL SHALL BE AND N.E.C.680.10 FOR ALL
12'-1Q° EQUIPPED WITH AN EXIT ALARM UNDERGROUND CONDUCTORS.
18'-10° COMPLYING WITH UL 2017.
5' I
12, THE POOL SHALL BE LOCATED IN A
MANOR THAT COMPLIES WITH N.E.C.
g- 680.8 FOR OVERHEAD CONDUCTORS
12T AND N.E.C.680.10 FOR ALL
UNDERGROUND CONDUCTORS.
iw la
EXISTING I
CONCRETE PAD
TO REMAIN
IPp
I
TWO STORY
CONCRETE
PAD F.F.E.
RESIDENCEE1 a THE EXISTING FENCES MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SECTION
424.2.17.1 AS FOLLOWS:
CBS W 424.2.17.1.1: THE EXISTING FENCE IS LOCATED ON THE PERIMETER OF THE POOL.IN THE Y
AREA ON THE SAME PROPERTY',
IRON GATE EQUIP I 424.2.17.1.1: TOP OF FENCE IS A MIN.OF 48'ABOVE GRADE MEASURED ON SIDE OF THE
WISELF-CLOSI 8 PAD ZOp AMP METER BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL;
SELF-LATCHING 4'CBS WALL 424217.1.1: THERE IS A MAXIMUM 2'CLEARANCE BETWEEN GRADE AND THE BOTT THE
MECHANISMS FENCE;
LOCATED A MIM. r----------------1 / 4242.17.1.2: THERE ARE NO GAPS,OPENINGS,INDENTATIONS THAT ALLO CHILD TO
OF 54'ABOVE I i / OVER,UNDER OR SQUEEZE THROUGH;
GRADE 424.17.1.4: THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL ME IS LESS
ON GATES / I 45';THE HORIZONTAL MEMBERS ARE ON THE POOL SIDE OF THE FENCE; SPACING
WISELF--CL•OSING BETWEEN THE VERTICAL MEMBERS DOES NOT EXCEED 1-NW;
DRAIN FIELD i _ SELF-LATCHING 424.17.1.5: THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMB SIS RE;
MECHANISMS THE SPACING BETWEEN THE VERTICAL MEMBERS DOES NOT EXCEED 4°.
SEPTIC LOCATED A N. IN ADDITION,THE FENCE GATE(S)MEET THE REQUIREMENTS OF THE FLORL B N E
i / TANK OF 540 ABOVE SECTION 4242.17.1.6:
GRADE I EXISTING GATE(S)ARE SELF-CLOSING AND HAVE A SELF-LATCHING LOCKING D
I `--------------�-j t I ON THE POOL SIDE OF THE GATE(SX
THE MECHANISM IS PLACED SO THAT IT CANNOT BE REACHED BY A YOUNG C
/ TOP OR THROUGH ANY OPENINGS OR GAPS FROM THE OUTSIDE;
/ THE GATE(S)SWING OUTWARD AWAY FROM THE POOL;
/ !
GATE(S)AND BARRIERS HAVE NO OPENINGS GREATER THAN 12'WITHIN l8''
MECHANISM;
I
1! THE DEVICE RELEASE MECHANISM IS LOCATED NO LESS THAN 54'FROM THE TT
/ t `,N11Hb t rrrll�� GATE AND IS NOT LOCATED ON POOL SIDE OF GATE.
�Op Al MO
......
414 ll
/ f
y NC
— — — — —+ — —150.00'PROPERTY LINE — — — — — — -_'� F" er
Ir O
12'PARKWAY SHEET 6: SITE PT�AN
'•
O ,,,.. •; VAN KlRKAND SONS • • •• • • • • •
s'l1a�NAx- 3144 S.W.l3di DRIVE EACH,FL 33442 ••• ••i ••i ••• i•i •
••
954-755.4402 BREEN RESIDENCE
N.E.104th STREET
1481 N.E. 1 ft SfREET.•• ••: ••• •••
MIAMI SHORE.MR-OVIDA Wr • • • •
- - - - - - - - - - - - - - - - - - - - FemandoMoreles,P.E. • •• • • • • • •
5201 sw.la2rhaoe
LEGAL DESCRIPTION ••• • .• • •• •
SITE PLAN MWW,ale 33185 LOTS 10&11,BLOCK 3
N 7 3 tJ786.38 .973 41 RIVER BAY PARK ADDN *00 • • . • ••• •
PLAT BOOK 40,PAGE 72 gOB#257030
c PER FBC-RESIDENTIAL R4101.17: THE POOL SHALL BE LOCATED IN A
ALL DOORS AND WINDOWS MANOR THAT COMPLIES WITH N.E.C.
SEAWALL ON PROPERTY LINE PROVIDING DIRECT ACCESS FROM 680.8 FOR OVERHEAD CONDUCTORS
THE HOME TO THE POOL SHALL BE AND N.E.C.680.10 FOR ALL
12'-10" EQUIPPED WITH AN EXIT ALARM UNDERGROUND CONDUCTORS.
18'-10" COMPLYING WITH UL 2017.
8�• I
118'-6" THE POOL SHALL BE LOCATED IN A
MANOR THAT COMPLIES WITH N.E.C.
12' 680.8 FOR OVERHEAD CONDUCTORS
122'-8" AND N.E.C.680.10 FOR ALL
UNDERGROUND CONDUCTORS.
OUSCONCRTENPAD NO OREVIEW REQUIRED
TO REMAIN Health Miami-Dade County
O.S.T.D.S. &well Program
Application No.:
{
Date: Its ��9*�
signature ."
TWO STORY
EXISTING RESIDENCE THE EXISTING FENCES MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SECTION
CONCRETE PAD F.F.E.=8.51' 4242.17.1 AS FOLLOWS:
{ 9! 4242.17.1.1: THE EXISTING FENCE IS LOCATED ON THE PERIMETER OF THE POOL IN THE*#Ap
8'CBS Wz 1 I AREA ON THE SAME PROPERTY; • • 0000 •• ••
IRON GATE 4242.17.1.1: TOP OFFENCE IS A MIN.OF 48°ABOVE GRADE MEASURE0QVtI[r-OF TIJF•• • •
EQUIP. BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL;
W/SELF-CLOS! • • •• :•
SELF-LATCHING &PAD 200 AARP METER 4'CBS WALL 424217.1.1: THERE IS A MAXIMUM 2°CLEARANCE BETWEEN GRADE ANISE BOTTOM OF Tom`
FENCE; •••••• • • •
MECHANISMS 4242.17.1.2: THERE ARE NO GAPS,OPENINGS,INDENTATIONS THAT ALL0WA CHILD TO CLIMB :• •:
LOCATED A MIN. r----------------� /
° � � OVER,UNDER OR SQUEEZE THROUGH; 96649* :••••• •• •
OF 54B OVE I i / 424.17.1.4. THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL Bq IS LESS j •• ••
zi
{ / ON GATES / I 45°;THE HORIZONTAL MEMBERS ARE ON THE POOL SIDE OF THE FENOE;THE SPA
; W/SELF-CLOSING, BETWEEN THE VERTICAL MEMBERS DOES NOT EXCEED 1-&4'; 00 •• •••• •• •
DRAIN FIELD ~ �( SELF-LATCHING 424.17.1.5: THE DISTANCE BETWEEN THE TOPS OF THE HORIZONTALS1S 45'OR MORE;00
/ --� — MECHANISMS THE SPACING BETWEEN THE VERTICAL MEMBERS DOES NOT EXC4 • • •• :•
LOCATED A MIN. IN ADDITION,THE FENCE GATE(S)MEET THE REQUIREMENTS OF THE Fj-ORIq/►BUILDIjA •
/
TANKSEPTIC
OF 54"ABOVE SECTION 4242.17.1.8: • • • • •
GRADE { EXISTING GATE(S)ARE SELF-CLOSING AND HAVE A SELF-LATCHING LOCMNG 5EVICE4.6CIM
L -L-J ON THE POOL SIDE OF THE GATE ft •• •
J { THE MECHANISM IS PLACED SO THAT IT CANNOT BE REACHED BY A YOUNG CHID)OVER THE
/ I TOP OR THROUGH ANY OPENINGS OR GAPS FROM THE OUTSIDE;
/ THE GATE(S)SWING OUTWARD AWAY FROM THE POOL;
/ I GATE(S)AND BARRIERS HAVE NO OPENINGS GREATER THAN 1/2"WITHIN 18°OF THE RELEASE
DRIVEWAY MECHANISM;
3� { THE DEVICE RELEASE MECHANISM IS LOCATED NO LESS THAN 54°FROM THE BOTTOM OF THE
/ I GATE AND IS NOT LOCATED ON jlDE OF GATE.
I <
y.
REVISION 06130/15:MO TO SIDE P LINE FROM
(-� �E�TY UNEPOOL WATERLINESHEET 6: SITE PLAN
TE 12'PARKWAY _ VAN KIRK AND SONS
3144 S.W.13th DRIVE
- - - - —
DEERFIELD BEACH,FL 33442
964-7554402BREEN RESIDENCE
1481 N.E. 104 STREET
N.E.104th STREET'
MIAMI SHORES,FLORIDA 33138
Femando Morales,P.E.
— — — — — — — — — — — — — — — — — — — — — — — 5201 S.W.182 awe LEGAL DESCRIPTION
SITE PLAN Mira.Rod&33185 LOTS 10&11,BLOCK 3
w.rs 786'380' RIVER BAY PARK ADDN
Ucerm#51441 PLAT BOOK 40,PAGE 72 JOB#57030