RC-15-545 (3) INSPECTION RECORD d POST ON SITE
Perm/tNO RC-3-15 545
Miami Shores Village
10050 N.E.2nd Avenue
1 0rrl6 Mott
- Miami Shores,FL 33138-0000 Why G1Ft.4S1/C8� 11tera�Cn
�yo,4 Phone: (305)795-2204 Fax: (305)758-8972
r0 > Issue Date:4/8/2015 Expires: 10/05/2015
INSPECTION REQUESTS: (305)762-4949 or Log on at https://bidg.miamishoresvillage.com/cap
REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY.
Requests must be received by 3 pm for following day Inspections.
Residential Construction Parcei #:11321)50120120
Owner's Name:STEPHEN MARINO Owner's Phone: 305-812-0629 <<i
Job Address: 1066 blE 94 StreetTotal Square Feet: 4000
Miami Sharpy FL 331,18-
i
Bond Number: Total Job Valuation: $ 167,000.00
WORK IS ALLOWED MONDAY THROUGH SATURDAY,
Contractor(s) Phone Primary Contractor 7:30AM-6:00PM.NO WORK IS ALLOWED ON
W SUNDAY OR HOLIDAYS.
DENMAR CONSTRUCTION GROUP (954)372-6623 Yes
BUILDING INSPECTIONS ARE DONE MONDAY
THROUGH THURSDAY. ROOFING INSPECTIONS ARE
DONE MONDAY THROUGH FRIDAY. NO BUILDING
INSPECTIONS DONE ON FRIDAY.
THI'S t U
J EM
'PAB AT E OF
10111
log
NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS
THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER
THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL
REQUIRED TO ALLOW INSPECTION.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR Alia
ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF.
COMMENCEMENT.
_ '"^tirJ" ewes. k- . -+Ka,. '-.,h}`� ..,,y„ ..�. •n� a,A�,. ^+..T+ _ _�P -
Certificate of Completion
Miami Shores Village
10050 NE 2 Ave, Miami Shores FI, 33138
Tel: 05-795-2204 Fax: 305-756-8972
Building Inspection Department
na � 1
This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in
compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following:
t Permit Type RESIDENTIAL CONSTRUCTION Bldg.Permit No. RC15-646
Owner STEPHEN MARINO Contractor DENMAR CONSTRUCTION GROUP I 4�
A
Subdivision/Project NONE 12/04/2015
J x�, Date Issued
q s -
�� Occupancy `a
Construction Type V-B Load 4
, •. Occupancy
Square Footage 4000 Type R-2 a,k
INTERIOR RENOVATION
Description of Applicable 2010 FLORIDA BUILDING
Work Code
° Location Flood Zone N/A F.F.E N/A
4 1066 NE 94 ST
Miami Shores FL 33138
"7�t� a
A
[ Y ,
1
xR-
r Building Officials Approval Ismael Naranjo,CBO
�
v` Not Transferable
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INSPECTION �:ECORD
ZONING
INSPECTION ■ DA E UCTURAL IN PI
INSPECTION DATE.INSP INSPEC170N D -___I_SP
Foundation Zoning Final 4/ d
Stemwall ZONING COMME Rough
Water Service
Slab
e Rou
Columns 1st Lift
TOD
Columns 2nd Lift Out S
er Fire S nkiers
Tie Beam
Truss/Rafters Se Tank
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R Drains
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interior' amin l ,�+ I SPEC DATE {NSP WeNank
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Insulation Te ra ale
Ceilin Grid 30 Da" Tempo Lawn S rfnkle s
D alld �: Pool.Rondln Main Drain
Firewall Poot Deck Bondina Pool PI in
Wire Lath Pool Wet Niche Backflow Prevento
Pool Steel Under round interim or
Pool Deck Footer Ground Catch Basins
Final Pool $lab Condensate Drains
Final Fence Wall Rough HRS Final S
Screen Enclosure Ceiling Rough
Driveway Roug PLUMBING COMMENTS
Driveway Base Telephone Rough
Tin Cap efe one Final
Roof in Progress TV Rough L�
Mo in Progress 1TV Final el''"""
Final Roof Cable Rough
Shutters Attachment Gelate Final
Final Shutters tntdreom ou h
Rails and Guardrails Intercom Final
Alarm Rauh DATE INSP
ADAcorn liance Under round Pipe
Ea vu I` Atatn. incl
DOCUM NTS Fire Alarm Rough
Soil searingCert Fire Alarm Final r Rough
Soil Treatment Cert IService Work With Ventilation Rough
Floor Elevation Survey
Reinf Unit Mas CertELECTRICAL.C MMENTS_ Hood Rough
Insulation Certificate Pressure Test
Spot Survey Final Hood
Final Survey tv�� ! Final Ventilation
Truss CertificationFinal Pool Heater
STR CT RAL OMM FFIRE
inal Vacuum
ICAL
MECHANC
OMMEWS
MISPEC1,I, IDATE INSP
• Final Sprinkler
Final Alarm
BUILDING PHtNUf W.
UMLATIOAI INS MALLATION CERTIFICATE
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TEA41TE & PEST
MANAGEMENT
QUALITY • SERVICE • RELIABILITY
12233 S.W. 132nd Ct, Miami, Flori 6
Tel:(305)251-8445•Fax:(305)251-8986• a pexpestsenrices.com
SOIL TREATMENT ERTIFICATE
❑ SOIL PRE-TREATMENT SOIL FINAL TREATMENT
ACCOUNT #: /3Q9 DATE: // ZS / BILL TO:
R srlulG ifs ,C��.y�1.67�1 .�. X_> Ae f
BUYER'S NAME ONTRACTOR
[04C wE7 9,/ s7- 2 �uw ql7
TREATING ADDRESS BILLING ADDRESS
M/�hon� 3-&-6 33 n
TY STATE ZIP CITY S -ATE ZIP
TYPEO UARANTEE: TYPE F TREATMENT:
NUALLY RENEWABLE SPRAY ONLY
FIVE (5) YEARS SPRAY AND TAMP
ONE (1) YEAR INEAL FOOTAGE �Z(a,3Z8 CENTS
❑ SQUARE FOOTAGE A CENTS
TOTAL TREATMENT COSTS $__/Vte
UNDER THE COMPANY'S CONTINUOUS PROTECTION PLAN, THE ABOVE
NAMED PROPERTY CAN BE RENEWED ON THE (DATE) / UPON
PAYMENT OF THE INITIAL TREATMENT COST,AND ANN ALLY
THERAFTER IN(MONTH) (YEAR)___Z0
ZO.A GUARANTEE
WILL BE EFECTIVE FOR AN INITIAL PERIOD OF 6-0 MONTHS
AND THEREAFTER SO LONG AS PAYMENTSARE MADE IN ACCORDANCE
WITH TERMS AND CONDITIONS OF THIS CONTRACT.
A PRE-SLAB TREATMENT FOR SUBTERRANEAN TERMITES WAS GIVEN
TO THE ABOVE PREMISES ACCORDING TO THE STANDARDS OF THE
NATIONAL PEST CONTROL ASSOCIATION,AND MEETING SOUTH
FLORIDA BUILDING CODE UNDER SECTION 2913.5
LICENSE NO. JB141106 APEX TERMITE & PES INC.
X
LIEN ZAMORA,PRESIDENT BU THORIZED AGENT
SUBJECT TO TERMS AND CONDITIONS NOTED ON BACK PAGE
A2233 S.W. 132nd Ct, Miamii,Florida 33186
vsv�9vm �A_
SUBTERRANEAN TERMITE CONTROL
LIMITED WARRANTY
SUBJECT THE GENERAL TERMS AND CONDITIONS LISTED BELOW.THE
COMPANY WILL ISSUE A LIMITED WARRANTY FOR THE CONTROL OF
SUBTERRANEAN TERMITES AND,AT NO ADDITIONAL CHARGE,APPLY ANY
REQUIRED TREATMENT TO THE PREMISES IF SUBTERRANEAN TERMITE
INFASTATION IS FOUND THEREIN DURING THE PERIOD OF THE WARRANTY.
TERMS AND CONDITIONS
1. This warranty will commence on the date of the initial treatment and be effective for the
period noted on the reverse side,providing the customer pays the annual renewal fee(if
applicable)within thirty(30)days of the anniversary date.APEX TERMITE&PEST
MANAGEMENT reserves the right to make a reasonable adjustment of this fee
at the end of three(3)years.
2. This agreement covers the property identified on the reverse side as of the original
treatment.In the event the premises is structurally altered,or otherwise changed or if sold is
removed or added around the foundation,owner will notify APEX TERMITE&PEST
MANAGEMENT and arrange to purchase additional treatment required by the changes
incurred.Failure to do so will terminate this agreement automatically without further
notice.In the event of structural modification,APEX reserves the right to adjust the annual
renewal charge.
3. Structural and mechanical defects,which result in moisture problems in the interior areas
or through the roof or exterior walls of the premises,may destroy the effectiveness of
APEX'S treatment thereby permitting an infestation of subterranean termites after the date
of the initial treatment.The customer will responsible for making any timely repairs
necessary to correct any structural of mechanical defects upon completion of such repairs,
APEX will provide additional treatment to control the infestation in the area.Failure to
correct the above defects or the following conditions will result in the immediate termination
of the agreement.
(a) Earth to wood contact.
(b) Unremoved form boards.
(c) Hidden expansion joints or cracks in slab or foundation.
(d) Stucco over wood frame where wood or stucco are below grade level.
4. Disclaimer
(a) This agreement provides treatment for subterranean termites only(Reticulitermes
sp.,heterotermes sp.)Formosan termites(Coptotermes sp.),Drywood termites
(kalotermessp.,Ineisitermessp.,Cryptotermes sp.,)and all other wood destroying
organisms are NOT COVERED.
(b) APEX TERMITE&PEST MANAGEMENT's liability shall terminate should we
be denied access to the identified property for any purpose contained in this
agreement or by acts of GOD,duly constituted government authority,act of war or
any other catastrophic circumstances beyond the company's control.
(c) This agreement does not cover and APEX TERMITE&PEST MANAGEMENT
will not responsible for any and all damages to the structure or it's contents
resulting from termite infestation.
(d) APEX TERMITE&PEST MANAGEMENT disclaims any liability for special,
(e) Incidental or consequential damages.The warranty of retreatment as stated in this
implied,including any warranty of merchantability or fitness for any particular
purpose.
i
v, TERMITE & PEST MANAGEMENT
QUALITY • SERVICE • RELIABILITY
12233 S.W. 132nd Ct, Miami, Florida 33186
Tel:(305)251-8445•Fax:(305)251-8986•www.apexpestservices.com
S IL TREATMENT CERTIFICATE
SOIL PRE-TREATMENT ❑ SOIL FINAL TREAT"ENT
P
ACCOUNT#: r' ` DATE: ` ,` ,�;`q, BILL TO:
y
BUYER'S NAME CONTRACTOR
i
TREATING ADDRESS BILLING ADDRESS
CITY STATE ZIP CITY STATE ZIP
TYPE OF GUARANTEE: TYPE OF TREA'T'MENT:
ANNUALLY RENEWABLE SPRAY ONLY
. FIVE (5) YEARS SPRAY AND TAMP
—ONE (1) YEAR ❑ LINEAL FOOTAGE CENTS
f$SQUARE FOOTAGE ` ' (a, 3.,," CENTS
TOTAL TREATMENT COSTS $ "i
UNDER THE COMPANY'S CONTINUOUS PROTECTION PLAN,THE E ABOVE
NAMED PROPERTY CAN BE RENEWED ON THEDATE ' -'
( ) � ,�`�' �: -°{_,__..UPON
PAYMENT OF THE INITIAL TREATMENT COST,AND ANNUALLY
THERAFTER IN (MONTH) �)4, , A GUARANTEE
WILL BE EFECTIVE FOR AN INITIAL PERIOD OF °"° ` ' MONTHS
AND THEREAFTER SO LONG AS PAYMENTSARE MADE IN,ACCORDANCE
WITH TERMS AND CONDITIONS OF THIS CONTRACT.
A PRE-SLAB TREATMENT FOR SUBTERRANEAN TERMITES WAS GIVEN
TO THE ABOVE PREMISES ACCORDING TO THE STANDARDS OF THE
NATIONAL PEST CONTROL ASSOCIATION,AND MEETING SOUTH
FLORIDA BUILDING CODE UNDER SECTION 2913.5
LICEN9 NO. JB�,41106 � APEX TERMITE& PEST MANAGEMENT INC.
ti
LIEN ZAMORA,PRESIDENT BUYER OR AUTHORIZED AGENT
SUBJECT TO TERMS AND CONDITIONS NOTED ON BACK PAGE
12233 S.W. 132nd Ct, Miami,Florida 33186
Mission: Rick Scott
To protect,promote&Improve the health Governor
of all people in Florida through integrated 3Ek' Annstron
state,county&community efforts. 0 John H. g, MD, FACS
HEALTHState Surgeon General&Secretary
Vision:To be the Healthiest State in the Nation
May 08, 2015
Alicia Sepe
1030 NE 42 Terrace
Homestead, FL 33033
RE: Modification to a Single Family Residence - No Bedroom Addition
Application Document Number: AP1182782
Centrax Permit Number: 13-SC-1597091
1066 NE 94 Street
Miami, FL 33138
Lot: 14 Block: 41 Subdivision:
Dear Applicant,
This will acknowledge receipt of a floor plan and site plan on 03/31/2015 for the use of the existing
onsite sewage treatment and disposal system located on the above referenced property. Proposed
new driveway and interior remodeling.
No objection letter was issued by C. Icaza on 05/08/15.
This office has reviewed and verified the floor plan and site plan you submitted, for the proposed
remodeling addition or modification to your single-family home. Based on the information you provided,
the Health Department concludes that the proposed remodeling addition or modification is not adding a
bedroom and that it does not appear to cover any part of the existing system or encroach on the
required setback or unobstructed area. No existing system inspection or evaluation and assessment,
or modification, replacement, or upgrade authorization is required.
Because an inspection or evaluation of the existing septic system was not conducted, the Department
cannot attest to the existing system's current condition, size, or adequacy to serve the proposed use.
You may request a voluntary inspection and assessment of your system from a licensed septic tank
contractor or plumber, or a person certified under section 381.0101, Florida Statutes.
If you have any questions, please call our office at (305) 623-3500.
Sincerel
Car za
Engineer III
Department of Health in Dade County
Florida Department of Health www.floridahealth.gov
In Dade County• •,Florida TWITTER:HealthyFLA
PHONE: (305)623-3500 FACEBOOK:FLDepartmentofHealth
YOUTUBE:fldoh
UNIVERSAL Project No.: 2110.1500037
ENGINEERING SCIENCES Report No.: 21-352-1
consultants In:Geotechnical Engineering•Environmental Date: April 10, 2015
Engineering•construction Materials Testing•Threshold p
ENGINEERING inspection.Private Provider Inspection
SCIENCES 451 NE 189th St•Miami,FL 33179.305-249-8434
Client: Denmar Construction Group
Project: Marino Residence CMT; 1066 NE 94 Street; Miami Shores, FL 33138
Sample Location: Native
Sample Description: Tan brown sand with rocks Intended Use: Backfill
Sampled By: BV Date Tested: April 7,2015
Date Sampled: March 27, 2015
SUMMARY OF TEST RESULTS
Sample Number: 352
Test Method: ASTM D1557 (3)
k
Maximum Dry Density, pcf: 110.1
Optimum Moisture,%; 15
Passing No.4 Sieve, W 62
AA Passing No. 200 Sieve, W 47.4
DESCRIPTION OF PROCTOR TESTS
135 (1)Standard (2)Modified (3)Modified
Test Method(1,2 or 3): ASTM D 698 ASTM D 1557 ASTM D 1557
(AASHTO T99) (AASHTO T780) (AASHTO T180)
44rt.Ola.Mold 41n.Die.Mold 6-in.Dia.Mold
Vol.of Cylinder,cu.fL irao 1/30 1113.333
130 Hames WeW,lbs. 5.5 10 10
Hammer Drop.In. 12 18 18
Hamner Blows per Layer 25 25 56
125 Number of Layers 3 5 5
R �E
Y. 12.375 58.59 58.259
120 Curves of 100%Saturation for
Specific Gravity Equal to:
115
c
2.65
110 � 2'70 2.75
O
105
100 0
`,�itiiii��tl�4',
%
Asus
Re9leo*e�1 : 42 • . �.
95 l[t�#itt
1 i ring Scit3icC1�
0 5 10 15 20 25 3� of/Autt tion Ni
Moisture Content(°Io) ? `t Aa 1 W
Sampled according to AASHTO T 002 Brat agage O!k .�
FL Pry 2%
2242
This report shall not be reproduced,except in full,without the written approval of Universal Engineering Scienay.4w41��,,
i
UNIVERSAL Project N .: 2
� 0 110.1500037
ENGINEERING SCIENCES
Report No.: 21-359-1
Consultants In:Geotechnical Engineering•Environmental
Date: Ap ri124 2015
Engineering Construction Materials Testing•Threshold
ENGINEERING Inspection•Private Provider Inspection
SCIENCES 451 NE 189th St•Miami,FL 33179.305-249-8434
Client: Denmar Construction Group
Project: Marino Residence CMT; 1066 NE 94 Street; Miami Shores, FL 33138
Sample Location: Imported
Sample Description: Limerock Intended Use: Backfill
Sampled By. JM Date Tested: April 16, 2015
Date Sampled: April 14,2015
SUMMARY OF TEST RESULTS
Sample Number. 359
Test Method: AASHTO T-180 (3)
Maximum Dry Density,
pd: 129
Optimum Moisture,%: 7
Passing No.4 Sieve, W 49.5
a- Passing No.200 Sieve, W 8.4
DESCRIPTION OF PROCTOR TESTS
135 (1)standard (2)Modified (3)McdUled
Test Method(1,2 or 3): ASTM D M ASTM D 1557 ASTM D 1557
(AASHTO T99) (AASHTO T780) (AASHTO T180)
44m Dla.Mold 44n.Da.MoN Sdn.Dia.Mold
Vol.of Cylinder,au.tL 1130 1130 1113.333
130 Hemmer Weight,lbs. 5.5 10 10
Hammer Drop,In. 12 13 1a
Hammer Blows per Layer 25 25 58
125 Number of Layers 3 S b
% � rW, 12.375 58.259 88.258
120 Curves of 100%Saturation for
Specific Gravity Equal to:
v
CL
V
115
2.65
110 2.70 2.75
0
105
100 ,��lrtattt`i/�
i
95 8tgaaEn�lne$ring cue
0 5 10 15 20 25 3t.., Comte tom` orizati n 9
Moisture Content ( --
�a� Il1�S.
Sampled according to AASHTO T 002. BrAp"'Ian t. O •' �!i ®�
FL Pfefesih�l� r�t '.7 2242
11 11
i This report shall not be reproduced,except in full,without the written approval of Universal Engineering Silences.�nc.
UES Project No: 2110.1500037.0000
UNIVERSAL UES DOCS No:
21-2
UES Report No: 10616
ENGINEERING SCIENCES On-Site Time(hm): 1.00
Consultants In:Geotechnical Engineering a Environmental Sciences Lab Time(hra): 0.00
Geophysical Services•Materials Testing a Threshold Inspection Travel Time(hre): 0.50
Building Code Administration,Compliance Inspection&Plan Review Total Time(hre): 1.50
451 NE 189th Street,Miami,FL 33179 -P:305.249.8434 -F:305.249.8479
Activity Record
Client: Denmar Construction Group
3180 NW 97th Way
Sunrise, FL 33351
Project: Marino Residence CMT; 1066 NE 94 Street; Miami Shores, FL 33138
1066 NE 94th Street , Miami, Miami-Dade County, 33138
Date of Activity: 04/07/2015
Technician: Jacoby Salien
As Requested, a Universal Engineering Sciences Technician was present at the above referenced location
for the purpose of earthwork (testing)for the stem wall located below living room floor.
While on site, the technician observed the general condition of the areas to be tested and performed soil
density tests. All tests were performed in accordance with the nuclear gauge method and results are
pending due to proctor value.
*Picked up 1 representative proctor sample and transported to UES lab for soils testing.
This test was performed without deviation from ASTM procedures.
This report shall not be reproduced,except in U1,without the written approval of Universal Engineering Sciences.
UNIVERSAL UES Project No: 21 - 0037.0000
Workorder No: 210616616-11
ENGINEERING SCIENCES Report Date: 04/10/2015
Consultants Im Geotechnical Engineering•Environmental Sciences
Geophysical Services•Materials Testing•Threshold Inspection
Building Code Administration,Compliance Inspection&Plan Review
431 NE 189th Street,Miami,FL 33179 -P:305.249.8434 -F:305.249.8479
In-Place Density Test Report
Client: Denmar Construction Group UES Technician: Jacoby Salien
3180 NW 97th Way Date Tested: 04/07/2015
Sunrise, FL 33351
Project: Marino Residence CMT; 1066 NE 94 Street; Miami Shores, FL 33138
1066 NE 94th Street, Miami, Miami-Dade County, 33138
Tvtie of Test:
Area Tested: Stem wall Field: ASTM D-2937 Drive Cylinder Method
Material: Native Laboratory: ASTM D1557 Modified Proctor
Reference Datum: 0 =Bottom of Footing
The tests below meet the minimum 95%relative soil compaction requirement of Laboratory Proctor maximum dry density.
Maximum Optimum Field Dry Field soil Native Pass
Test Density Moisture Density Moisture Compaction Depth or
No. Location of Test Range (PCI) (%) (pcf) (%) (%) (inch) Fall
1 East of footing 12 in 110.1 15.0 94.4 18.8 86 12.00 Fall
2 Center of footing 12 in 110.1 15.0 95.3 17.3 87 12.00 Fall
011%J11111111111,41
11%ttt11t urrr,4
S V .
''..
p� JneeRi Qgnces
of Au r*M.00000549
maldo J.Vita,Mfff,Pi
lanch Managge� '�
TE O� L%'R'-IDAQ e
1^, 4essionI.En8PgRbr i+1&42
i ,
,0,*04®SFS S W,%'%
To establish a mutual protection to Universal's clients,the Public and ourselves,alf reports are submitted as confidential property of our clients and
authorization for publication of statements,conclusions or extracts from or regarding Universals reports is reserved pending oyr written approval.
UNIVERSAL Project p No: 21068250 CT 04 015
210682
ENGINEERING SCIENCES WO OLallo. 15A514-C
Consultants In:Geotechnical Engineering-Environmental Sciences
Geophysical Services-Materials Testing-Threshold Inspection
ED Building Code Administration,Compliance inspection&Plan Review
451 NE 189th Street,Miami,FL 33179 -P:395.249.8434 -F:305.249.8479
Compressive Strength of
Grout Prism Test Specimens
(ASTM C-1019)
Client: Denmar Construction Group
3180 NW 97th Way,Sunrise,FL 33351
Project: Marino Residence CMT; 1066 NE 94 Street; Miami Shores, FL 33138
1066 NE 94th Street, Miami,Miami-Dade County, 33138
Structural Element: Shear Wall _
_ Sample Location: New room-Sampled at New room
Set 4 1 of 1 total sets Sample From: Concrete Truck Sample By: Misael Galvani Trend On 04/10/2015
General Information Specified Strength/Sampling Times Placement Information
General Contractor. Dave Constr. — s Specified Strength: 3000 psi @ 28 days--i Truck Load: 102.00 cu yds. -
Supplier. Concrete ready mix Mix Design Strength: 3000 psi @ 28 days ; Cumulative Quantity: WA
Truck Number. 102 Water Added at Site:_WA_ j Total Placement for the WA
Ticket Number. 89158 Time Batched: 12:30 PMDay:
Mbt Design: 450 OT Time Sampled: 1:30 PM
Admixture: N/A Weather Condition: Sunny _
Field Test Results
Air Content: N/A Slump: 6.00 inches Ambient Temp: 95 If 1 Concrete Temp: 90-F Unit Weight: N/A
Results of Laboratory Testing
Type Actual Actual Avg. Test Max Test
Test Date Age Of Dimen.1 Dimen.2 Dimon. X-Sect. Compressive Compressive Average
Results Tested Days Fracture (in) (in) (in) Area(in3) Load(Ibs) Strength(psi) (psi)
1 04/17/2015 7 - 3.06 3.06 3.06 9.36 16,100 1,720 -
2 05/08/2015 28 - 3.06 3.06 3.06 9.36 31,040 3,320 -
3 05/08/2015 28 - 3.06 3.06 3.06 9.36 25,880 2,770 3,050
4-H- 05/08/2015 28 - 3.06 3.06 3.06 9.36 24,060 2,570 -
Remarks Grout Prisms are tested at seven(7)days to gel an early indication of the potential strength of the concrete,but the seven(7)day results are
not to be used for concrete acceptance.When the compressive strength of the concrete has reached 70%of the specified strength,it is a
reasonable practice to use this as an indication that 100%of the specified strength will be attained by twenty-eight(28)days.
Note --H'-Hold Cylinder 'D'-Defective Cylinder,Un-testable -'E'-Excluded From Average
Tested in Lab to C39
Cured in C-511 `�tt�rtl�iarf�
Sampled 8i Molded in C-1019 Re�%`eJ�j$-•V/Cf ie
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To establish a mutual protection to Universal's clients,the Public and ourselves,ell reports are submitted as confidential property of our clients and
authorization for publication of statements,conclustons or extracts from or regarding Universal's reports is reserved pending our written approval.
Revised March 2014
UNIVERSAL UES Project No: 2110.1500037.0000
UES DOCS No:
UES Report No: 21-210700
ENGINEERING SCIENCES On-Site Time(hre): 2.50
Consultants In:Geotechnical Engineering•Environmental Sciences Lab Time(hre): 0.00
Geophysical Services a Materials Testing•Threshold Inspection Travel Time(hrs): 1.00
Building Code Administration,Compliance Inspection&Plan Review Total Time(hrs): 3.50
451 NE 189th Street,Miami,FL 33179 -P:385.249.8434 -F:305.249.8479
Activity Record
Client: Denmar Construction Group
3180 NW 97th Way
Sunrise, FL 33351
Project: Marino Residence CMT; 1066 NE 94 Street; Miami Shores, FL 33138
1066 NE 94th Street, Miami, Miami-Dade County, 33138
Date of Activity: 04/11/2015
Technician: Misael Galvani Trenco
As Requested, a Universal Engineering Sciences Technician was present at the above referenced location
for the purpose of earthwork testing.
The technician also picked up one set of grout prisms previously cast.
This test was performed whhout deviation from ASTM procedures.
This report shall not be reproduced,except in full,without the written approval of Universal Engineering Sciences.
� orko510037.0000UNIVERSAL Wotlr N : 210700
ENGINEERING SCIENCES Report Date: 04/28/2015
Consultants Im Geotechnical Engineering•Environmental Sciences
Geophysical Services•Materials Testing•Threshold Inspection
ED Building Code Administration,Compliance Inspection&Plan Review
451 NE 789th Street,Miami,FL 33179 -P:305.249.8434 -F:305.249.8479
In-Place Density Test Report
Client: Denmar Construction Group UES Technician: Misael Galvani Trenco
3180 NW 97th Way Date Tested: 04/11/2015
Sunrise, FL 33351
Project: Marino Residence CMT; 1066 NE 94 Street; Miami Shores, FL 33138
1066 NE 94th Street, Miami, Miami-Dade County, 33138
Type of Test:
Area Tested: Living room-footing Field: ASTM D-6938 Nuclear Gauge Method
Material: Native Laboratory: ASTM D1557 Modified Proctor
Reference Datum: 0= Bottom of Footing
The tests below do not meet the minimum 98%relative soil compaction requirement of Laboratory Proctor maximum dry
density.
Note: Retest pending client's authoriation
Maximum Optimum Field Dry Field Soil Native Pass
Test Density Moisture Density Moisture Compaction Depth or
No. Location of Test Range (pat) (%) (pct) (°k) (%) (inch) Fall
1 Living room-center footing loft 110.1 15.0 83.6 21.0 76 12.00 Fall
2 Living room-center footing loft 110.1 15.0 %WV! t #'J7,0 80 12.00 Fall
s1 j
I ed0�t.N S E �.
i�hli(e tnging rl�n9 Sc(ences
y�e3rfica a Bf orization No' 000549
Lu
Reirtaldd- , pq .
h.Marreig er p C?
S'G1tE bF,F�LQI Ip11�.• =dam
Pf0 E n r g fit'42
To establish a mutual protection to universal's clients,the Public and ourselves,all reports are submitted as confidential property of our d lents and
authorization for publication of statements,conclusions or extracts from or regarding universal's reports is reserved pending our written approval.
UES Project No: 2110.1500037.0000
UNIVERSAL UES DOCS No:
UES Report No: 21-210740
ENGINEERING SCIENCES On-Site Time(hrs): 2.00
Consultants Im Geotechnical Engineering•Environmental Sciences Lab Time hrs • 0.00
Geophysical Services•Materials Testing•Threshold Inspection Travel Time(hrs): 1.00
Building Code Athnirfattation,Compliance Inspection&Plan Review Total Time(hrs): 3.00
451 NE 189th Street,Miami,FL 35179 -P:305.249.8434 -F:305.249.8479
Activity Record
Client: Denmar Construction Group
3180 NW 97th Way
Sunrise, FL 33351
Project: Marino Residence CMT; 1066 NE 94 Street; Miami Shores, FL 33138
1066 NE 94th Street , Miami, Miami-Dade County, 33138
Date of Activity: 04/14/2015
Technician: Joseph Morgan
As Requested, a Universal Engineering Sciences Technician was present at the above referenced location
for the purpose of earthwork(inspection /testing)for the proposed interior stem wall footing.
While on site, the technician observed the general condition of the areas to be tested and performed two
(2) soil density tests. All tests were performed in accordance with the nuclear gauge method and were
found to meet the project compaction requirements of 95% of the maximum dry density per ASTM (D1557)
/ D698).
The Contractor was notified of the test results or a copy was left for their records. The density tests are
attached to this report.
Also while onsite, UES field technician picked up one (1) proctor sample for lab analysis.
This test was performed without deviation from ASTWI procedures.
This report shall not be reproduced,except In full,without the written approval of Universal EngineeringSciences.
UES Project No: 2110.1500037.0000
UNIVERSAL Workorder No: 210740-1
ENGINEERING SCIENCES Report Date: 04/16/2015
Consultants In:Geotechnical Engineering•Environmental Science
Geophysical Services•Materials Testing•Threshold Inspection
93 Building Code Administration,Compliance inspection&Plan Review
451 NE 189th Street,Miami,FL 33179 -P:305.249.8434 -F:305.249.8479
In-Place Density Test Report
Client: Denmar Construction Group UES Technician: Joseph Morgan
3180 NW 97th Way Date Tested: 04/14/2015
Sunrise, FL 33351
Project: Marino Residence CMT; 1066 NE 94 Street; Miami Shores, FL 33138
1066 NE 94th Street, Miami, Miami-Dade County, 33138
Type of Test:
Area Tested: Proposed interior stem wall footing Field: ASTM D-6938 Nuclear Gauge Method
Material: Fill Laboratory: ASTM D1557 Modified Proctor
Reference Datum: 0 =Top of Fill
The tests below meet the minimum 95%relative soil compaction requirement of Laboratory Proctor maximum dry density.
Maximum Optimum Field Dry Field Soil Fill Pass
Test Density Moisture Density Moisture Compaction Depth or
No. Location of Test Range (pcf) (%) (pcf) (%) (%) (inch) Fall
1 East side of footing 12 inch 110.1 15.0 115.2 10.0 105 12.00 Pass
2 West side of footing 12 inch 110.1 15.0 114.4 9.5 104 12.00 Pass
r.,
i6nces
.� nna a of fib O.0 000549
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cc
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ch( ►pff�c • W
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iii Er .7.2242
FS,SI 0 N P','W
To establish a mutual protection to Universal's clients,the Public and ourselves,all reports are submitted as confidential property of our clients and
authorization for publication of statements,conclusions or extracts from or regarding Urdversars reports is reserved pending our written approval.
i
Project
: 2110.1500037.00
UNIVERSAL ReportNo: 210812-1 CT 04117715
WorkorderNo.: 210812
ENGINEERING SCIENCES Lab No.: 15A546-C
Consultants Im Geotechnical Engineering•Environmental Sciences
Geophysical Services-Materials Testing-Threshold Inspection
ED Building Code Administration,Compliance Inspection&Plan Review
451 NE 189th Street,Miami,FL 33179 -P:305.249.8434 -F:305.249.8479
Compressive Strength of
4"x 8" Cylinder Test Specimens
(ASTM C-39)
Client: Denmar Construction Group
3180 NW 97th Way,Sunrise,FL 33351
Project: Marino Residence CMT; 1066 NE 94 Street;Miami Shores,FL 33138
1066 NE 94th Street,Miami,Miami-Dade County, 33138
Structural Element: Foo ing;Column
Sample Location: interior stem wall footer and exterior column(s)-Sampled at Interior stem wall footer and exterior columns
Set d 1 of 1 total sets Sample From: Concrete Truck Sample By:Client Cast On 04/17/2015
General Information Specified strength/Sampling Times Placer,ont Information
General Contractor. Denmar Constriction � Specified Strength: 3000 psi @ 28 days Truck toad: 3.00 cu yds.
Group
Supplier. CONCRETE RE:AY Mix Design Strength: 3000 psi @ 28 days Cumulative Quantity: 3.00 cu yds.
MDUJOB MIX INC
Truck Number. 108 Water Added at Site: WA Total Placement for the 3.00 cu yds.
Ticket Number: 89350 Time Stitched: 1:00 PM Day'
Mix Design: PUMPMIX3W Time Sampled: 1:45 PM
- Admixture: WA f Weather Condition: Partly Cloudy
Field Test Results
Air Content: N/A Slump: 1.00 inches Ambient Temp: 1°F I Concrete Temp: 1 OF Unit Weight: N/A
Results of Laboratory Testing
Type Actual Actual Avg. Test Max Test
Test Date Age Of Dimen.1 Dimen.2 Dimon. X-Sect. Compressive Compressive Average
Results Tested Days Fracture (in) (in) (in) Area(inq Load(Ibs) Strength(psi) (psi)
1 04/24/2015 7 1 4.04 4.04 4.04 12.82 19,560 1,530 -
2 05/15/2015 28 - - - - - - - _
3 05/15/2015 28
4-H- 05/1512015 28 - - - - - - -
Remeft Cylinders are tested at seven(7)days to get an early indication of the potential strength of the concrete,but the seven(7)day
results are not to be used for concrete acceptance.When the compressive strength of the concrete has reached 70%of the
specified strength,it is a reasonable practice to use this as an indication that 100%of the specified strength will be attained by
Mrenty-eight(28)days.
Note 1-*H*-Hold Cylinder -.I'D*-Defective Cylinder,Un-testable --E'-Excluded From Average
Reviewe By
�tlaive�a Engineering Sciences
editgt of Au"tWorization No.00000549
° ReiOaI J.Villa,_M.S:',,JP.E.
ranch Planag
STATE OF FLORIDA
Professional Engineer No.72242
To establish a mutual protection to UMversals clients,the Public and ourselves,all reports are submitted as confidential property of our clients and
authorization for publication of statements,condusions or extracts from or regarding Universal's reports is reserved pending our written approval.
Revised Mach 2014
E
A A,6001388
August 11, 2015
Miami Shores Village
Building Department
10050 NE 2nd Avenue p AUG �01�
Miami Shores, Florida 33138
Final Inspection Letter
Permit Number: RC 15-545
Address: 1066 NE 94th Street
Building Department,
I, Victor J. Bruce and Architect of Record, having performed visual observations
of the project, hereby attest to the best of my knowledge, belief, and
professional judgment, the structural and envelope components of the above
referenced renovation are in compliance with the approved plans.
I also attest that to the best of my knowledge, belief, and professional judgment,
the approved permit plans represent the as built condition of the structural
envelope component of the said structure.
Please contact me at 305.310.5030 if you have any questions and/or comments.
Si cerely,
•
Victor J. Bruce A.I.A., L ED AP . . "••
•
Architect '• ' •• •
AR-0017103 •••••• •• ••••••
•••• • •••••
•••••• • • •••••
•• •• • ••••••
•
• • • • ••••••
370 NE 1015 Street
Miami Shores,Florida 33138
telephone 305-310-5030
fax 1-877-408-8280
email vbruce@ai-associates.net