RC-15-3076Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Permit
Permit NO. RC -12-15-3076
Permit Type: Residential Construction
Work Classification: Garage Enclosure
Permit Status: APPROVED
Issue Date: 3/11/2016
Expiration: 09/07/2016
Parcel Number
Applicant
339 NE 100 Street
Miami Shores, FL
1132060135360
Block: Lot:
GLENN DAIDONE
Owner Information
Address
Phone
Cell
GLENN DAIDONE
54 NE 97 Street
MIAMI SHORES FL 33138-2331
(305)788-2711
54 NE 97 Street
MIAMI SHORES FL 33138-2331
Contractor(s) Phone Cell Phone
OZ CONSTRUCTION SERVICES GROI (786)467-7200 (305)216-0236
Valuation:
Total Sq Feet:
$ 83,500.00
1050
Approved: In Review
Comments:
Date Approved: : In Review
Date Denied:
Type of Construction: RESIDENTIAL REMODEL, ADDING
Stories:
Front Setback:
Left Setback:
Bedrooms:
Plans Submitted: Yes
Certificate Date:
Bond Return :
Occupancy: Single Family
Exterior:
Rear Setback:
Right Setback:
Bathrooms:
Certificate Status:
Additional Info:
Classification: Residential
Fees Due
Bond Type - Contractors Bond
CCF
CO/CC Fee
DBPR Fee
DCA Fee
Education Surcharge
Notary Fee
Permit Fee
Plan Review Fee (Engineer)
Plan Review Fee (Engineer)
Scanning Fee
Technology Fee
Amount
$500.00
$50.40
$50.00
$37.58
$37.58
$16.80
$5.00
$2,505.00
$120.00
$120.00
$30.00
$67.20
Total: $3,539.56
Pay Date Pay Type
Invoice # RC -12-15-58029
12/14/2015 Credit Card
03/11/2016 Credit Card $ 3,339.56 $ 0.00
Bond #: 3013
Amt Paid Amt Due
$ 200.00 $ 3,339.56
Available Inspections:
Inspection Type:
Review Plumbing
Review Plumbing
Review Electrical
Review Electrical
Review Electrical
Review Planning
Review Building
Review Building
Review Building
Review Structural
Review Structural
Review Mechanical
Review Mechanical
Review Mechanical
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 self, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOy-, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is (/:te and that all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore, I authorize the above -name., % / - • do the work stated.
March 11, 2016
Authorized Signature: Owner / Applicant / C actor Agent
Building Department Copy
Date
March 11, 2016
1
b 0 \w
` \(V
7)-\\(3111/
BUILDING
PER IT APPLICATION
BUILDING ❑ ELECTRIC ❑ ROOFING
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS
JOB ADDRESS:
City:
Folio/Parcel#:
X39/V /oma •
Miami Shores
County:
DEC 14 20f1 i►
L) , a
= J
FBC 2014
Master Permit No. -FC-45 — 3b7-4)
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
Miami Dade Zip:
S3i3A
Is the Building Historically Designated: Yes NO
Load: Construction Type: Flood Zone: BFE: FFE:
Occupancy Type:
OWNER: Name (Fee Simple Titleholder): �.� �►i^/ /�f�► NamPPho/ne#:
Address: �� 0 �j�SC/✓ J� /i : z-l/�� ' /272--3"
City: ✓L./44/-1/ State:
Tenant/Lessee Name: Phone#:
Email:
7,")-27//
-3,/,57
CONTRACTOR: Company Name: 021 21 C cw-lcj ' U e t t cV i ii . Phone#: 3/Z
Address:
City: M ( (1. State:
Qualifier Name:
State Certification or Registration #:
DESIGNER: Architect/Engineer: Phone#:
Address:
Ce/ -2o18-
Zip: 33 ler
Phone#: 5/2/ I'O 6'';%
Certificate of Competency #:
City: State: Zip:
Value of Work for this Permit: $ `/ $� �n ��/ near Footage "'`� �~
�j iSquare/Linear of Work: J
Type of Work: ❑ Addition
Description of Work:
❑ Alteration ❑ New
❑//Repair/Replace
❑ Demolition
Specify colon o' fcolor thru tile: C r
Submittal Fee $ °CJS' CD Radon
Permit Fee $ ) sos - C� CCF $51C3 ' T�-0 CO/CC $ 50 -Go
Scanning Fee $ �O -- C 5 tD Radon Fee $ 3-3 ' DBPR $ 3� ' 71 Notary $ 6 . Ci
Technology Fee $ 69 • 2.0 Training/Education Fee $ [ 6 • GCS Double Fee $
Structural Reviews $ (20 C. 12.0 - CO _ Bond $ 5.Jv
TOTAL FEE NOW DUE $ Oj 8 39 . 56
3,331 •5,C
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the ce of such posted notice, the
inspection will not be approved and a reinspection fee will be charged. ,r
0211
Signature �✓ Signature _,A//�
•r
'';'" 'ACTOR
0 NER or AGENT
The foregoing instrument was acknowledged before me this
1 y day of 1:2)11, 20 , by
G.L.X").N4 OA DON. ii , who is personally known to
me or who has produced
111ullluii������
identification and who did take an�p,��hs
NOTARY PUBLIC: 11
Sign:
Print:
Seal:
f i`,//�����ff►f l t l \
111 10`\\\
n
as
The foregoing instrument was acknowledged before me this
day ofE=P_ , 20 )5 , by
l�1U• N11::>, who is personally known to
me or who has producedL
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: -e-0
ryNotary Public State of Florida
Sindia Alvarez
4 My Commission FF 156750
Expires 09103/2016
.************************
7//1 Zoning
Seal:
*****************************************************************
APPROVED BY
(Revised02/24/2014)
eLl1•i�l b
dulik
Plans Examiner
Structural Review Clerk
OZ Construction Services
3642 SW 14 St, Miami FL 33145
Phone: 786-467-7200 Fax: 305-461-6816
Lic # CGC1520184
www.MIAMIOZ.com
CONSTRUCTION
�J
SERYICE$ INC.
GENERAL AFFIDAVIT
State of Florida
County of IL-1 latA1(
BEFORE ME, the undersigned Notary, NLl 4-7-12-4-14-k)
on this 1 gk— day of k,ik 201L, personally appeared
TheL9k-o Ib_ , known to me to be a credible person and of
lawful age, who being by me first duly sworn, on oath, deposes and says:
That he or she will be the only person urorking on the project located ab /Dt) SF
Personally know
OR Produced Identification
Type of identification produced
Print, Type or S(ifip Name of Notary
`'"�� ��"••. MABELIS E FERNANDF:.
MY COMMISSION #FF1279J2
'off:
•"<f:<;a, ,a.,• EXPIRES June 1, 2016
(407) 398-0153 FloridallotaryService.corr.
r
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner — Workers' Compensation Insurance Exemption
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in -the construction industry may elect to be
exempt f:
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village
does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore. you may be
personally liable for the worker compensation injuries of any person allowed to work under this permit. Please check with your
insurance carrier since most property insurance policies DO NOT cover this type of liability.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Owner
Print Name: <3.060401/
� 060 1/ '/E
Signature:
State of Florida )
County of Miami -Dade
Sworn to
day of
By
(SE
T
DEZ
#FF127992
State of Florida )
County of Miami -Dade
Sworn to an,.
day of
NDEZ .
F127992
1,2018
(SEAL)
T
(407) 398-0153 F
Identification produced
INSPECTION
ARCHITECTURAL PLANS
SURVEY/ELEVATIONS
IRRIGATION
PERMITS
ck*1293
Home Ins 6 mos
Abdo.
Hedge
Oz Construction Sendces
HOSPITALITY INTERIORS
(VANITY A
VANITY B
DRIVEWAY
TILE
9/24115
9/30/15
*1312
*1327
*1335
10/1/15
Dec 14
Dec 14
Nor. 23
*133'1
*1334
1343
1366
1348
1368
1360
*1314
r
r
DRAPES/BLINDS
WALLPAPER
LANDSCAPE
RAISE BR IN WOOD
LIGHTS
HARDWARE
DEPOSIT BALANCE
520600
$4,000.00
$1,600.00'
$2,101001
530000
$345100 S340.00 r
$2,000100
$20000
$,1175;00
wh00
$4„100100
$20000
$2,234.00
$83000
S12,430!0
$1,587.22
$2,146.18
$1,019121 —
P
S1,179.00
Pop -004
51,10000
$358.004,
51,623.56}
$12500+
1-—
s-1,662.00+ _ —
4--
- -
k -
S1,211.34
$254.06
- -t
0
0
$1000,00
- 1-
1-
38501 1
3860
- — — h
15001
2000
4
350
— —
DEPOSIT
INV. 1265 PROGRESS ?
PERMITS _
PROGRESS PVT 1
PROGRESS PMT 2
CI-IANGE ORDER —
-4-
REM DATE
?OiIEfS
KITCHEN
APPLIANCES
SOD
PLYWOOD WALL
DOORS
CLOSETS
Towel, bers etc
$383..19
$7,510:99
$155.65
$57,907.02
DEPOSIT BALANCE ESTIMATES _ ... � OZ
$4,340.00
-t
4-
t
$3751.99'
— --1-
L
__
—i
1000 14961.99 0 0
FORM R405-2014
RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST
Florida Department of Business and Professional Regulation
Simulated Performance Alternative (Performance) Method
Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the
residential Simulated Performance method shall include
This checklist
th A Form R405 report that documents that the Proposed Design complies with Section
R405.3 of the Florida Energy Code. This form shall include a summary page
indicating home address, a -ratio and the pass or fail status along with summary
...•
areas and types of components, whether the home was simulated as a worst-cpse • •
•••••
orientation, name and version of the compliance software tool, name of individual• . : • •
completing the compliance report (1 page) and an input summary checklist that bhlf • •
be used for field verification (usually 4 pages/may be greater).
• .... . • ..
.
•
Q Energy. Performance Level (EPL) Display Card (one page) ••• •• •••
•
•
Mandatory Requirements(three pages)
Required prior to CO for the Performance Method:
• .•
. •
.••
• . .
•
..
•• • .... • •
•
.•
.• .
® Air Barrier and insulation Inspection Component Criteria checklist (Table R402.4.1.1 -
one page)
A completed Envelope Leakage Test Report(usuallyone page)
❑ !f Fomi R405 duct leakage type indicates anything other than "default leakage", then a, completed
Form R405 Duct. Leakage Test Report (usually one page)
12/16/2015 9:29:53 AM Page 1 of 1
EnergyGauge®- USRCSB v4.0
FORM R405-2014
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Interior Renovations at 339 Builder Name:
Street: 339 NE 100 St Permit Office:
City, State, Zip: Miami Shores , FL , 33138 Permit Number
Owner: Glenn Daidone Jurisdiction: 231000
Design Location: FL, Miami
1. New construction or existing Existing (Projecte
2. Single fatuity or multiple family Single-family
3. Number of units, if multiple family 1
4. Number of Bedrooms 3
5. Is this a worst case? No
6. Conditioned floor area above grade (ft') 1638
Conditioned floor area below grade (ft2) 0
7. Windows(311.8 sqft.) Description Area
a. U -Factor Dbl, U=0.65 311.83 ft2
SHGC: SHGC�.30
b. U -Factor. N/A ft2
SHGC:
c. U -Factor: N/A ft'
SHGC:
d. U -Factor: N/A ft2
SHGC:
Area Weighted Average Overhang Depth: 1.173 ft.
Area Weighted Average SHGC: 0.300
8. a. Floor Types b -0n -G -Grade EdgeO sqft.) 0tion Area
nsulation R=0.01638 00 ft'
b. WA R= ft2
c. N/A R= ft=
9. Wall Types (1436.8 sqft.)
a. Concrete Block - Int Insul, Exterior
b. N/A
c. N/A
d. WA
10. Ceiling Types (1638.0 sqft.)
a. Under Attic (Vented)
b. N/A _
c. WA
11. Ducts•
a. Sup: Attic, Ret: Main, AH: Main
• •
••• •
•
12. Cooling systems • •
a. Central Unit
••••
13. Heating systems •....'
a. Electric Strip Heat
• •
• •
14. Hot water systems • . •
a. Electric Tankless .
•
b. Conservation features .. • • � .
None
15. Credits
Insulation Area
R=4.1 1436.80 ft2
R= ft2
R= ft:
R= ft2
Insulation Area
R=19:0 1638.00 ft2
R= ft2
R= ft2
• . • R ft'
6 255
• .... •
•
kBtuJhr..:Efficiency .
42.0 SEER:15,5V' • .'
.. • . .
kBttDhr•. • Efficieng ...
.44.1 .COP:1.f :.. •
• • •
• •
' •
:. CaA:.1 galiofig ••••
' EF: 0.92p ...
...• .• .
• • •
Pstat
Total Proposed Modified Loads: 62.48
Glass/Floor Area: 0.190 Total Baseline loads: 71.26
PASS
I hereby certify that the plans and specifications covered by
this calculation are in with the Florida Energy
Code.
PREPARED BY: ___._ __.__� ._-_---.-------_
DATE
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed
this building will be inspected for
compliance with Section 553.908
Statutes.
BUILDING OFFICIAL'
,113E Si
,RQ
`4 may' . e=.
O
a ` -- ga
;`�
t9 !y �..
,. • �*
4 *�
Cab WE"....
f'b�
I hereby certify that: this building, as designed, is in complianceFlorida
with the Florida Energy Cod
OWNER/AGENT: / '
DATE:-__._____6y,I ____._.W.__ ____._._ _
DATE
- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.2.2.1.
- Compliance requires an Air Barrier and insulation inspection Checklist in accordance with R402.4.1.1 and an envelope leakage
test report in accordance with R402.4.1.2.
12/16/2015 9:31 AM
EnergyGaugez USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4
. FORM R405-2014
PROJECT
Title: Interior Renovations at 339 Bedrooms: 3 Address Type: Street Address
Building Type: User Conditioned Area: 1638 Lot #
Owner. Glenn Daidone Total Stories: 1 Btock/SubDivision:
# of Units: 1 Worst Case: No PlatBook:
Builder Name: Rotate Angle: 0 Street: 339 NE 100 St.
Permit Office: Cross Ventilation: County: Miami -Dade
Jurisdiction: 231000 Whole House Fan: City, State, Zip: Miami Shores ,
Family Type: Single-family FL , 33138
New/Existing: Existing (Projected)
Comment
CLIMATE
IECC Design Temp Int Design Temp Heating Design Daily Temp
V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range
FL Miami FL_MIAM1 INTL_AP 1 51 90 70 75 149.5 56 Low
BLOCKS
Number Name Area Volume • ••.• •
.-sc.s
sz
1 Blockl 1638 13923 •
•
SPACES •.
Number Name Area Volume Kitchen Occupants Bedrooms Intll JQ • . Finishe* • •Cooled „Aretect
• •
1 Main 1638 13923 Yes 4 3 1 ": • •:fes : • • •Y.es • • Yd's
•• •. • • .. ....Z.
FLOORS •
• • •
4.
V}- # Floor Type Space Perimeter R -Value Area • • `• • *Tire Wood r
ALS-gt•
-111
V 1 Stab -On -Grade Edge Insulatio Main 180 ft 4 1638 ft= ..• •.1.:.• 0 • 0 •
•• •
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
# Type Materials Area Area Color Absor. Tested Tested Insul. (deg)
V 1 Gable or shed Barrel tile 1688 tI 204 ft2 Medium 0.75 No 0.9 No 0 14
ATTIC
# Type Ventilation Vent Ratio (1 In) Area RBS IRCC
' 1 Full attic Vented 300 1638 ft2 N N
CEILING
\/ Ceiling Type Space R -Value Area Framing Frac Truss Type
V! 1 Under Attic (Vented) Main 19 1638 ft20.11 Wood
12/16/2015 9:31 AM
EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4
FORM R405-201
12/16/2015 9:31 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4
WALLS
/
�L
Qmt.
Adjacent Cavity
Typespace//slue
Width Height Sheathing Framing Solar Below
FY to Area _RR�l�lue._ .racti4n-Absor._Gtade96__
�/ 1
S
._Ta_..___:Wal
Exterior Concrete Block - Int Insul Main 4.0999
25 7 8
6 217.5 ft2
0 0.75 0
J 2
E
Exterior Concrete Block - Int Instil Main
4.0999
35 6 8
6 301.8 ft2
0 0.75
0
Y 3
N
Exterior Concrete Block - ant Instil Main
4.0999
36 7 8
6 311.0 ft2
0 0.75
0
,
1/ 4
N
Exterior Concrete Block - Int Instil Main
4.0999
17 11 6
10 122.4 ft2
0 0.75
0
5
W
Exterior Concrete Block - Int Insul Main
4.0999
14 2 8
6 120.4 ft2
0 0.75
0
`j 6
W
Exterior Concrete Block - Int Insul Main
4.0999
21 4 6
10 145.8 ftt
0 0.75
0
J 7
S
Exterior Concrete Block - Int Insul Main
4.0999
12 6
10 82.0 ft2
0 0.75
0
V 8
S
Exterior Concrete Block - Int Insul Main
4.0999
17 8
136.0 ft2
0 0.75
0
DOORS
V
#
Omt Door Type Space
Storms
WidthArea
U -Value Ft Width In
Ft
�
1
S Wood Main
None
.46 3
6 8
20 fhl
WINDOWS
••••
Orientation shown is the enteral, Proposed orientation.
' •
/
Wall Overfly's*
....
.....,
..
V
#
Omt ID Frame Panes NFRC
U -Factor
SHGC
Area Depth Myon
int 6Aade
Screeg
'!
1
S 1 Metal Double (Tinted) Yes
0.65
0:3
27.0 ft2 1 ft 0 in 41141.{6ie
Drapes /blinds
• None.
2
E 2 Metal Double (Torted) Yes
0.65
0.3
18.0 ft2 1 ft 4 in .8ft01p
DCOgsiblinds
• None*
---/-
3
E 2 Metal Double (Torted) Yes
0.65
0.3
22.5 ft2 0 ft 4 in • ft 10 in
Drapes/blinds
• •1Zone.
✓
4
N 3 Metal Double (Tinted) Yes
0.65
0.3
59.0 ft2 1 ft 0 in .1.fi 1R in
Diaph/bRnds
..I qJI
✓
5
N 3 Metal Double (Tinted) Yes
0.65
0.3
25.0 ft2 1 ft 6 to :'I! j0 4
Drapes/blinds
Nati
V
6
N 3 Metal Double (Tinted) Yes
0.65
0.3
16.7 ft2 1 ft 0 in : ft 10 in
D%apeshlinds
• VOA'
✓
7
N 4 Metal Double (Tinted) Yes
0.65
0.3
19.0 ft2 1 ft 0 in 'Q ft13 is
Drapes/blinds
611161124
8
N 4 Metal Double (Tinted) Yes
0.65
0.3
18.0 ft2 1 ft 0 in 1 ft 8 in
Drape lbpnds
None
_,, _�
J__ -
9
W 5 Metal Double (Tinted) Yes
0.65
0.3
17.3 ft2 1 ft 4 in 1 ft 10 in
Drapes/blinds
None
10
S 7 Metal Double (Tinted) Yes
0.65
0.3
41.3 ft2 1 ft 6 in 1 ft 8 in
Drapes/blinds
None
1
11
S 8 Metal Double (Tinted) Yes
0.65
0.3
48.0 ft2 1116 in 1 ft 4 in
Drapes/binds
None
INFILTRATION
# Scope
Method SLA CFM 50
ELA EgLA ACH ACH 50
_
__
1 Wholohouse Proposed CFM(50) .000012
50
2.74 5.16 .008 .2155
HEATING SYSTEM
V `
#
System Type Subtype
Efficiency
Capacity
Block
Duds
I/
1
Electric Strip Heat None
COP:1
34.1 kBtu/hr
1
sys#1
12/16/2015 9:31 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4
FORM R405-2014
COOLING SYSTEM
V� # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit Split SEER: 15.5 42 kBtu/hr 1260 cfm 0.75 1 sys#1
HOT WATER SYSTEM
8 System Type SubType Location EF Cap Use SetPnt Conservation
/ 1 Electric Tankless Main 0.99 1 gal 60 gal 120 deg None
SOLAR HOT WATER SYSTEM
V FSEC Collector Storage
Cert 8 Company Name System Model 8 Collector Model 8 Area Volume FEF
None None ft2
DUCTS
- -Supply — -Return - Air CFM 25 CFM25 HVAC #
# Location R -Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool
V 1 Attic 6 255 ft2 Main 81.9112 Default Leakage Main (Default) (Default) • • • • • • 1 1
TEMPERATURES •• •• .
1
Programable
Cooling
Heating
Venting-
Thermostat:
Jan
X) Jan
Jan
Y
Feb
X Feb
Feb
' Mar
X Mar
X' Mar
Ceiling
- Apr
Apr
X Apr
Fans:
May
May
I I May
;X; Jun
Jun
' Jun
X Jul
Jul
Jul
;X; Aug
Aug
Aug
•
;X S@�! •' • , ,
Sep...
Ste ... X
Oct ; • .
Oct .
Oct • •
....2.
• • •
Nov • De
Nov . IJec
Nov • • •
Thermostat Schedule: HERS 2006 Reference Hours . • • • • ..
•
Schedule Type 1 2 3 4 5 6 7 8 ; • • g • ; 10 • 11 12•
Cooling (WD) AM 78 78 _ 78 - ~78 78 78 78 78 • 80. 80 •' • • • 80 . 80 .
PM 80 80 78 78 78 78 78 78 • 78 • 78 78 ***Who
.. . •••. • •
Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 7$.. • :78 78
PM 78 78 78 78 78 78 78 78 78 78 78 78
Heating (WD) PPM 68 66 66 66 66 68 68 68 68 88 68 66
Heating(WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 68 66 66
12/16/2015 9:31 AM
EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4
FORM R405-2014
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 88
The lower the EnergyPerformance Index, the more efficient the home.
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Condftioned floor area (ft2)
7. Windows" Description
a. U -Factor. Dbl, U.65
SHGC: SHGC=0.30
b. U -Factor NIA
SHGC:
c. U -Factor. N/A
SHGC:
d. U -Factor. N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC'
8. Floor Types
a. Slab -On -Grade Edge Insulation
b. WA
c. N/A
339 NE 100 St., Miami Shores, FL, 33138
Existing (Projecte
Single-family
1
3
No
1638
Area
311.83 ft2
ft2
ft2
ft2
1.173 ft.
0.300
Insulation Area
R=0.0 1638.00 ft2
R= ft2
R= 112
9. Wall Types
a. Concrete Bleck - Int Insul, Exterior
b. WA
c. WA
d. N/A
10. Ceiling Types
a. Under Attic (Vented)
b. N/A
c. WA
11. Ducts
a. Sup: Attic, Ret: Main, AH: Main
12. Cooling systems
a. Central Unit
13. Heating systems
a. Electric Strip Heat
14. Hot water systems
a. Electric
b. Conservation features
None
15. Credits
! certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature:
Address of New Home:
Date:
City/FL Zip:
Insulation Area
R=4.1 1436.80 ft2
R= ft2
R= ft2
R= ft2
Insulation Area
R=19.0 1638.00 ft2
R= ft2
8= ft2
R ft2
•••• 6 255
• •
• ••••.
• • •
•. • • •
kBtujtft• • EMiciencx
42.0 SEER:15.50
•
•
.••• •. • •
•
••••• kBtu hr •Eificiencr•••••
34.1 •C0P:1.00.. • •
• •
•• .•
• . •
• •
• •
• • .
•• •
• ••
• •�
•
.Giga gallorte••••
•
EF: 0.4%
•
••••
•••• • •
• • .
•. •
Pstat
*Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321)
638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For
information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support
staff.
'*Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
12/16/2015 9:31 AM
EnergyGauge® USA - FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1
FORM R405-2014
Florida Department of Business and Professional Regulations
Residential Whole Building Performance and Prescriptive Methods
ADDRESS: 339 NE 100 St. Permit Number:
Miami Shores , FL , 33138
7ANDATORY REQUIREMENTS See individual code sections for full details.
40t3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL)
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law
[Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit. The budding official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
i! and specifications submitted to demonstrate compliance for the budding. A copy of the EPL display card can be found in Appendix C.
R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.1 through R402.4.4.
p R402.4.1 Building Vienna! envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The
sealing methods between dissimilar materials shall allow for differentiae expansion and contraction.
• R402.4.1.1 installation. The components of.the building thermal envelope as listed in Table R402.4.1.1 shall be installed in
accordance with the manufacturers instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction.
Where required by the code official, an approved third party shad inspect all components and verify compliance.
• R402.4.1.2 Testing. The budding or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air
changes per hour in Climate Zones 1 and 2, and 3 air changes Per hour in Climate Zones 3 through 8. Testing shall be conducted with
a blower door at a pressure of 02 inches w.g. (50 Pascals). Where required by the code official, testing shall tb''cb?rgucted by an
approved third party. A written report of the results of the test shall be signed by the party conducting the test arrthisovided tetltaeode
official Testing shall be performedat any time after creation of all penetrations of the building titernat envelope. • •
•
During testing: • '
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beydrhhfid ?Mended weetherstripp4ip gt• ;
other infittration control measures; ' •••• • • • • •
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed,bet nM seated beyond intended' • •
infiltration control measures; ' '
3. Interior doors, if installed at the time of the test, shalt be open;• • • •'•
•'
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be do%c ji sealed • •
• • •
5. Heating and cooling systems, if installed at the time of the test, shad be turned off; and • • • •
6. Supply and return registers, if installed at the time of the test, shall be fully open. • •
• • •
o R402.4.2 Fireplaces. New wood-buming;fireplaces shall have tightfitting flue dampers and outdoor sembastion air... • • • •
• • •
o
R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of nbinorr than 0.3 cfm
per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or
AAMANVDMA/CSA 101f1.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer.
Exception: Site -built windows, skylights and doors.
o R402.4.4 Recessed fighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. Alt recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 dm (0,944 Us) when tested in accordance with ASTM E 283 at a 1:57 psf (75 Pa) pressure differential All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
R403.1.1 Themnostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
O 8403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls
that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load.
[ S R403.2.2 Sealing (Mandatory)All ducts, air handlers, and filter boxes and building cavities that form the primary air containment
passageways for air diistri'bution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance
with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct lightness criteria by post -construction
or rough -in testing below.
Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section
553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following:
1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area
when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All
register boots shall be taped or otherwise sealed during the test.
2. Rough -in test: Total leakage shall be less than or equal to 4 dm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested
at a pressure differential of 0.1 inches w.g. (25Pa) across the system, induding the manufacturer's air handler enclosure. All registers shaft be
taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 dm
(85 Umin) per 100 square feet (9.29 m2) of conditioned floor area.
Exceptions:
1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope.
2 Duct testing is not mandatory for buildings cxmrplying by Section R405 of this code.
12/16/2015 9:31 AM
EnergyGaugee USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3
- FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
R403.2.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the
design air flow rate when tested in accordance with ASHRAE 193.
R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums.
R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C)
or below 55°F (13°C) shall be insulated to a minimum of R-3.,
o
R403.3.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused
by sunlight, moisture, equipment maintenance, and wind, and shall provide shielding from solar radiation that can cause degradation of the
material. Adhesive tape shall not be permitted.
0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily
accessible manual switch that can turn off the hot-water circulating pump when the system is not in use.
R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 3'A inches (89 mm) in the hot water distribution line and cold water line located as dose as possible
to the storage tank.
R403.4.4 Water heater efficiencies (Mandatory). Water heater efficiencies
o R403.4.4.1 Storage water heater temperature controls
R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls
capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. Tle rt tahrum
temperature setting range shall be from 100*Fto 140°F (38°C to 60"C). • • ••••
• • • •
• R403.4.4.1.2 Shut down. A separate switch or a dearly marked circuit breaker shall be provided topermit _cower supplied • •
to electric service systems to be turned off. A separate valve shall be provided to permit the enema supplied fo the main burriertss • •
of combustion types of service water heating systems to be turned off. • • •
•••• •. • • •
o 8403.44.2 Water heating equipment Water heating equipment installed in residential units shillaagralhe minjmdrpiThciencipg
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provision ,,tgr(11je type g equipment it ja�lg�!
Equipment used to provide heating functions as part of a combination system shall satisfy all statedrequlre ments ter the rtpropriate water
heating category. Sotar water heaters shall met the criteria Section R403.4.4.2.1. •
• •
• R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water productio8 aerated te anq ial solar. tpgdr.
factor of the system. The solar energy factor of a system shall be determined from the Florida•Solar,Energy (jaeetetrectory of
Certified Solar Systems. Solar collectors shall be tested in accordance with iSO Standard 9806 TestWiethods for Solar Colisstsiisr .
and SRCC Standard TM -1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in inetalli solar water •
heating systems should meet the following criteria: • • •
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and
2. Be installed at an orientation within 45 degrees of true south.
R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code, Residential or Florida Budding Code, Mechanical, as applicable, or with other approved means of ventilation.
Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating.
o R403.5.1 Whole -house mechanical ventilation system fan efficacy. Mechanical ventilation system fans shall meet the
efficacy requirements of Table R403-5.1.
Exception: Where mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an
electronically commutated motor.
o 8403.5.2 Ventilation air. Residential buildings designed to be operated at a positive indoor pressure or for mechanical
ventilation shall meet the following criteria:
1. The design air change per hour minimums for residential buildings in ASHRAE 62, Ventilation for Acceptable Indoor Air Quality,
shall be the maximum rates allowed for residential applications.
2• No ventilation or air-conditioned system make air shall be provided to conditioned space from attics, crawtspaces, attached closed
garages or outdoor spaces adjacent to swimming pools or spas.
3.
If ventilation air is drawn from enclosed spaces(s), then the walls of the space(s) from which air is drawn shall be insulated to a
minimum of R-11 and the ceiling shall be insulated to a minimum or R-19, space permitting, or R-10 otherwise.
R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment.
o R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and
indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section 8302.1. This code does not allow designer safety factors, provisions for future expansion or other factors
which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation
such as standard kitchen and bathroom exhaust systems.
• R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the
calculated total load, but not more than 1.15 times greater than ifie total Toad calculated according to the procedure selected in
Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
12/16/2015 9:31 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
6 R403.8.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and
shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This
selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the
bad calculation (or entering water temperature for water -source equipment), the blower dm provided by the expanded performance data,
the design value for entering wet bulb temperature and the design value for entering dry bulb temperature.
Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for retum side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of
equipment may be sized in accordance with good design practice.
1
R403.8.1.2 Heating equipment capacity
• R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section
R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load.
▪ 8403.6.1.22 Electric resistance furnaces. Electric resistance furnaces shalt be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.6.1.
• R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric bumers
shaft not be less than the design load calculated in accordance with Section R403.6.1. •'' •' •
O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling er heating eltlierr2gt capacity on an
intemiittent basis, such as anticipated additional loads caused by major entertainment events, shall ileveequipment sized or controMad te.
prevent continuous space cooling or heating within that space by one or more of the following options; •:. • • • •
1. A separate cooling or heating system is utilized to provide cooling or heating to the maj mentor tainment areas., • •
2. A variable capacity system sized for optimum performance during base load periods is utrlizeci
O R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units VIAconipty wi$t ee titins
0403 and C404 of the Commercial Provisions in Neu of Section R403. •
• •
• • •
o 8403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through ener y servile to thr:OuiWk, shall
include automatic controls capable of shutting off the system when the pavement temperature is above 55"F, and gd precipitdtion is falling •
and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40"F. • • • • • • • •
p 8403.9 Swimming pools, inground spas and portable spas (Mandatory): The energy requirements for residential pools and
inground spas shall be as specified in Sections 8403.9.1 through R403.9.3 and in accordance with ANSVAPSP-15. The energy
requirements for portable spas shall be in accordance with ANSiIAPSP-14.
O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is, mounted
outside the heater to allow shutting off the heater without adjusting the thermostat setting.
R403.9.1.1 Gas and oil -fined pool and spa heaters. All gas- and oil -fined pool and space heaters shall haves minimum
thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56.
Pool heaters feed by natural gas or LP gas shall not have continuously burning pilot lights.
▪ R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4:0 when tested in accordance
with AHRI 1160, Table 2, Standard Rating Condditions-Low Air Temperature. A test report from an independent laboratory is
required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard.
o 8403.9.2 Tune switches. Time switches or other control method that can automatically tum off and on heaters and pumps according to a
preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in
compliance with this equipment.
Exceptions:
- 1. Where public health standards require 24-hour pump operations.
2. Where pumps are required to Operate solar and waste -heat -recovery pool heating systems.
3. Where pumps are powered exclusively from on-site renewable generation.
O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover an or
at the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or
' solar energy source computed over an operating season.
d RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be
high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps.
Exception: Low -voltage lighting shall not be roquirod to utilize high -efficacy lamps.
O 8404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights
R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6.
o R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or
concrete deck roofs do not have sufficent space, R-10 is allowed.
12/16/2015 9:31 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3
•
•
.•
•
•
,1
FORM R405-2014
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Interior Renovations at 339 Builder Name:
Street: 339 NE 100 SL Permit Office:
City, State, Zip: Miami Shores , FL , 33138 Permit Number.
Owner. Glenn Daidone Jurisdiction: 231000
Design Location: FL, Miami
COMPONENT
CRITERIA
CHECK
Air barrier and thermal barrier
A continuous air barrier shall be installed in the building envelope.
Exterior thermal envelope contains a continuous barrier.
Breaks or joints in the air barrier shall be sealed.
Air -permeable insulation shall not be used as a sealing material.
I/
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with the
insulation and any gaps in the air barrier shall be sealed.
Access openings, drop down stairs or knee wall doors to unconditioned
attic spaces shall be sealed..
I/
Walls
Corners and headers shall be insulated and the junction of the foundation 16661
and sill plate shall be sealed. ' 0/001
The junction of the top plate and the top or exterior walls shall ha gelled. • ,
Exterior thermal envelope insulation for framed walls shall be i taped in : ""
substantial contact and continuous alignment with the air barrier.: • •
Knee walls shall be sealed. '060 • • ,
' ,
VI • •
' ' ,
• ;
Windows, skylights and doors
The space between window/door jambs and framing and skylip And ' ' 4
framing shall be sealed. • i •• •
•• f• • •4
:"
i
. •••1
Rim joists
Rim joists are insulated and include an air barrier.• • i
•
Floors (including above -garage
and cantilevered floors)
Insulation shall be installed to maintain permanent contact with underside : :1041,40
of subfloor decking. • • • •
The air barrier shall be installed at any exposed edge of insulation. • %' i 1
t. • • •
• '
Crawl space walls
Where provided in lieu of floor insulation, insulation shall be permanently
attached to the crawlspace watts.
Exposed earth in unvented crawl spaces shall be covered with a Class 1
vapor retarder with overlapping joints taped.
fJ
!
Shafts, penetrations
Duct shafts, utility penetrations, and flue shaft openings to exterior or
unconditioned space shall be seated.
tj
Narrow cavities
Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled
by insulation that on installation readily conforms to the available cavity
spaces.
1/
Garage separation
Air sealing shall be provided between the garage and conditioned spaces.
en
Recessed lighting
Recessed light fixtures installed in the building thermal envelope shall be
air tight, IC rated, and sealed to the drywall.
✓
Plumbing and wiring
Batt insulation shall be cut neatly to fit around wiring and plumbing in
exterior walls, or insulation that on installation readily conforms to available
space shall extend behind piping and wiring.
✓
Shower/tub on exterior wall
Exterior walls adjacent to showers and tubs shall be insulated and the air
barrier installed separating them from the showers and tubs.
1/
Electrical/phone box on
The air barrier shall be installed behind electrical or communication boxes or
air sealed boxes shall be installed.
V
HVAC register boots
HVAC register boots that penetrate building thermal envelope shall be
sealed to the sub -door 01 drywall.
,i
Fireplace
gAn air barrier amed inshall be installed on fireplace welts. Fireplaces shalt have
,l)�
12/16/2015 9:31 AM
EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software
Page 1 of 1
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Envelope Leakage Test Report
Prescriptive and Performance Method
Project Name:
Street:
City, State, Zip:
Design Location:
Interior Renovations at 339
339 NE 100 St.
Miami Shores , FL , 33138
FL, Miami
Builder Name:
Permit Office:
Permit Number.
Jurisdiction: 231000
Envelope Leakage Test Results
Regression Data:
Single or Multi Point Test Data
I HOUSE PRESSUR
1 Pa 3
E
Pa L
Pa
i
Pa cfm
Pa cfm
FLOW:
ch i
cfm
cfm,
Leakage Characteristics
CFM(50):
ELA:
EqLA:
ACH:
ACH(50):
SLA:
.. . . •
......
.
.
.
•
• •
.... .. • • •
t' . . . •
•••• . •
..
.. .
..-_. .---1--
•
.. .. .-..
Pa cfm . . .
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air Leakage rate of net exceeding 5 air changes pal boor.:
in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a sayer boor at alh%s%i re of 0`2 '
inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written repoftbf tilt results of the
test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all
penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other
infiltration control measures;
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be dosed, but not sealed beyond intended infiltration
control measures;
3. Interior doors. if installed at the time of the test, shall be open;
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be dosed and sealed;
5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and
6. Supply and return registers, if installed at the time of the test, shall be fully open.
.
.
•
•
I hereby certify that the above envelope leakage
performance results demonstrate compliance
with Florida Energy Code requirements in
accordance with Section R402.4.1.2.
SIGNATURE:
PRINTED NAME:
DATE:
12/16/2015 9:31 AM
Where required by the code official,
testing shall be conducted by an
approved third party. A written
report of the, results of the test shall
be signed by the third party
conducting the test and provided to
the code official.
BUILDING OFFICIAL:
DATE:
EnergyGaugee USA - FlaRes2014 - Section R405.4.1 Compliant Softer
Page 1 of 1
ASHRAE HANDBOOK 2004 FUNDAMENTALS VOLUME,
CHAPTER 26 COOLING LOAD CALCULATIONS:
INTERIOR REMODEUNG
Residence at
339 NE 100 SL AREA: 1,838 SQ.FT.
Miami Shores, FL 33138 DATE: 12/16/15
COOLING LOAD CALCULATIONS: SUMMARY PER ACCA MANUAL "J"
CONDITIONS:
91 FOB, 79 FWB, OUTSIDE
76 FOB, 50-60% RH, INSIDE
INSULATION:
WALLS R-4.1
ROOF R-19
TRANSMISSION: COOLING LOAD, BTUH
SENSIBLE LATENT
WALLS: Q=AREA•U(THER. COEFF.)'Tdeq
0= 1436.8 X 3.1 4454
0= 0 X 1.2 0
DOORS:
0= 20 X 8.6 172
ROOF Q= 1638 X 2.1 3440
SOLAR (DOUBLE TINTED IMPACT GLASS)
GLASS 0= AREA'FACTOR (OSPSH. COEFF.)
N Q= 137.7 X 25.938
S 0= 116.3 X 36.894
E 0= 40.5 X 40.657
W Q= 17.3 X 38.961
INTERNAL HEAT GAIN:
PEOPLE Q=#PEOPLE'FACTOR
SEN. 0= 4 X 300
LAT. 0= 4 X 230
POWER Q=AREA'FACTOR(APPL.)
Q= 1638 z 3
TRANSMISSION:
Q=$PEOPLE'CFM'T.DIFF.'FACTOR)
SEN. Q= 4 15
Q=#PEOPLE'CFM-T.DIFF.•FACTOR)
LAT. 0= 4 15
15
DUCT HEAT GAIN:
Q=FACTOR(R-8)'D.I.G/100
Qx 1.4 1200 255
• •
• • ••••
• • • •
•• • • •
••
•
• • •
•••• •• • • •
• • • • •
•••• • ••
• •
•• •
• • • • •
•• •• • ••
3572 • •
4291 • • • • • •
1647 • • • • •
67a • • ••
•• • •••• • •
• • •
•• •
1200
4914
1.08 972
0.68
100 4284
SENSIBLE TOTAL 29619
LATENT TOTAL
GRAND TOTAL (SEN.+LATENT)= 39699
Manual .1: 8th Edition
Residential Heat Loss and Heat Gain Calculations Page 1
920
9159.6
10080
ASHRAE HANDBOOK 2004 FUNDAMENTALS VOLUME,
CHAPTER 26 COOUNG LOAD CALCULATIONS:
HEATING LOAD CALCULATIONS:
CONDITIONS: 70FDB, INSIDE
47FDB, OUTSIDE
INTERIOR REMODELING
HEATING LOAD, KW
HEATING:
TRANSMISSION:
Q=AREA*FACTOR(U FACT.*TEMP DIFF.)
GLASS: 0= 311.83 X 29 9043
WALLS: 0= 1436.8 X 4 5747
ROOF: 0= 1638 X 0.9 1474
VENTILATION:
Q=FACTOR'CFM*T.DIFF./FACTOR
(-)INTERNAL HEAT GAIN (L,P.A.)
SENSIBLE:
Q= 1.08 1400 0.4 23 - 7034 6876
HUM LOAD
0=FACTOR'SHD'CFM
Q= 0.67 10 1400 0.4 3752
DUCT HEAT LOSS
Q=FACTOR(R-6)*D.LGH00
Q= 1.4 900 255 / 100 3213
TOTAL 30106
OR 8.83
••••
• •
• • •••• ••)•••
• • • •
•• • • • •
•
•
•••• •
•
••••
• •
•• ••
EQUIPMENT SIZING: ••
• •
BASED ON THE COOLING AND HEATING LOAD CALCS. • •
USE ONE 3.5 TON NC UNITS 41,000 BTUH TOTAL /30,100 BTUH SENS.(1400 CFMXSEER 15.5) (101.62%)
RHEEM 14AJM42A01 C.U. AND RHLL-HM4821JA (RCSL-H4821) AIR HANDLER UNIT
WITH STRIP HEATERS 10 KW
OR EQUIVALENT EQUIPMENT
CESAR M. CANO A.I.A.
ARCHITECTURE & PLANNING
PHONE: 305-740-7929
REGISTRATION No. 4929
Manual J: 8th Edition
Residential Heat Loss and Heat Gain Calculations
Page 2
•
•
•• •
• • •
• ••
•• •
• • •
•
•
• •
• •
• •
••
• • •
•••• • •
• • •
•• •
CESAR M. CANO A.I.A.
LIC. No 4229
4906 CAMPO SANTO CT.
CORAL GABLES, FLORIDA.
305-740-7929
January 18, 2016
Miami Shores
Building and Zoning Department.
Miami, Florida.
Reference: Response to Structural Comments
Interior remodeling for:
Mr. Glenn Daidone Residence.
339 NE 100 ST
Miami Shores, Florida
Permit Number: RC15-3079
Response to comments:
1. Wind calculations determining the design pressures for all doors and windows has
been done and, they are being attached to this letter; notice that the pressures values
shown in the elevations on A-4 have been revised to coordinate with exact output
values from the calculations. Also notice that corner windows although slightly • • • •
•
outside of zone 5, the values used are for zone 5 to increase safety in Ihe.11uilding' • • •
.
•
2. Calculations and drawings have been signed, sealed and dated to corpp4ywith FSC • •
61G15-23.
Sincerely,
tfrvit>"
Cesar M. Cano, A.I.A.
Lic. No.: 4229.
. .
.. ..
. . .
...
•• •
• •
•.
•
••
• •
• •
•
• • •
•• •
• •
•••• • •
• • •
STRUCTURAL CALCULATIONS
INTERIOR REMODELING FOR:
GLENN DAIDONE RESIDENCE.
339NE100ST
MIAMI SHORES, FLORIDA.
DATE: January 18, 2016
CESAR M. CANO A.I.A.
LIC. No 4229
4906 CAMPO SANTO CT.
CORAL GABLES, FLORIDA.
305-740-7929
THESE CALCULATIONS HAVE BEEN PREPARED IN ACCORDANCE WITH THE FOLLOWING CODES
AND STANDARDS:
• FLORIDA BUILDING CODE 2014
• ASCE 7-10
THE ARCHITECT WHO'S SEAL APPEARS BELOW ASSUMES RESPONSIBILITY FOR ALL T,HE• • •
ENCLOSED MANUAL AND COMPUTER GENERATED CALCULATIbNS.•. ••••
•• • • •
TOTAL NUMBER OF CALCULATION PAGES: 8
•
• • •
•••• •• • • •
• • • • •
•••• • ••
INDEX• • •
• • •• •
DESCRIPTION • • PAGES • • •
1- WIND LOAD CALCULATION 1 �'O 8 ••
••
• • • •• • •
•••
Cesar M. Cano, A.I.A.
Lic. No.: 4229.
••••
• • •
•
•
STRUCTURAL DESIGN
INTERIOR REMODELING FOR:
GLENN DAIDINE RESIDENCE
339 NE 100 ST, MIAMI
SHORES, FLORIDA
PROJECT: INTERIOR REMODELING FOR: GLENN DAIDINE RESIDENCE
SUBJECT: WIND CALCULATIONS FOR WINDOWS AND DOORS
1
PAGE NO.:
DATE:
DESIGNED BY:
L
• •
• . •
•• •
•
.••
• •
••
•
•
••••
54'-6"
• •
. •
•• ••
•• •
• • •
••
••
•• •
• • • •
WIND PARAMETERS:
FBC 2014, SECTION 1620
STANDARD CODE: ASCE7-10
WIND VELOCITY = 175 MPH
EXPOSURE : C
ENCLOSED BUILDING.
RISK CATEGORY II
BUILDING DATA:
ROOF SHAPE = GABLE
LENGTH = 54.5 FT
WIDTH = 33.5 FT
EAVE HEIGHT = 10 FT
RIDGE HEIGHT = 19.3 FT
SLOPE = 3:12
• •
• •
• • •
•• •
• •
•
••••
• • •
•• •
•
•
•
•
1
w•
•
•
•
MecaWind Pro v2.2.6.0 per ASCE 7-10
Date
Company Name :
Address •
City •
State •
File Location:
Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com
1/18/2016 Project No.
Designed By
Description : Wind Calcs for Windows and Do
Customer Name : Glenn Daidone
Proj Location : 339 NE 100 ST, Miami Shores.
C:\PROJECTS\2016\Harry\339 ne 100 ST RDC\Calcs\Glenn Wind.wnd
•
•
•
•
Directional Procedure Simplified Diaphragm
Basic Wind Speed(V) 175.00 mph
Structural Category II
Natural Frequency N/A
Importance Factor 1.00
Damping Ratio (beta) 0.01
Alpha 9.50
At 0.11
Am 0.15
Cc 0.20
Epsilon 0.20
Slope of Roof 3 : 12
h: Mean Roof Ht 17.22 ft
RHt: Ridge Ht = 19.44 ft
OH: Roof Overhang at Eave= 1.00 ft
Bldg Length Along Ridge 54.54 ft
Building (Ch 27 Part 2)
Exposure Category
Flexible Structure
Kd Directional Factor
Zg
Ht
Bm
1
Zmin
Slope of Roof(Theta)
Type of Roof
Eht: Eave Height
Overhead Type
Bldg Width Across Ridge=
Gust Factor Calculations
Gust Factor Category I Rigid Structures - Simplified Method
Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85
Gust Factor Category II Rigid Structures - Complete Analysis
Zm: 0.6*Ht
lzm: Cc*(33/Zm)^0.167
Lzm: 1*(Zm/33)^Epsilon
Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5
Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm))
= 0.85
C
No
0.85
900.00 ft
1.00
0.65
500.00 ft
15.00 ft
14.04 Deg
GABLED
15.00 ft
OH w/ soffit
33.50 ft
= 15.00 ft
= 0.23
= 427.06 ft
= 0.93
0.89
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gustl or Gust2 0.85
Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi
GCPi : Internal Pressure Coefficient = +/-0.18
Topographic Adjustment
0.33*z
Kzt (0.33*z): Topographic factor at elevation 0.33*z
Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5
MFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2
1.00
• •
• • •
•• •
•
1.00 ••••
175.00 mph•
••••
••••
• •
••••
• •
•
•
•• •
a • • •
• ••
• •
All pressures shown are based upon ASD Design, with a Load Factor of .6 •• ••
• • •
• • •
a • •
• ••
•
• • • •
• •
• • •
•• •
•
••••
• • •
•• •
2
•
•
•
•
•
•
•
•
•
•
•
• •
• •
See Fig 27.6.2 for
Parapet wind
pressures
Roof Pressures
See Table 27.6.2
Mean roof ht.
Wall Pressures
See Table 27,64
Elevation
Wind
Plan
_z
B
2
.. • .
. .
•.•
....
•
.. . . .
•
.
.
3
•
• .
.... • .. . • •
• • •
•
...• . ..
.. .
. • . • .
..• . ..
Gabled Roof
Roof edge ares.rc from table
Zones or 3 as applicable
lit or
Wind Direction
Ph
.. .
. • •
• . •
• . •
.. • ....
• ..
MFRS Pressures for Wind Normal to 54.54 ft wall (Normal to Ridge)
•
WALL PRESSURES PER TABLE 27.6-1
L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir
h: Height to top of Windward Wall
ph: Net Pressure at top of wall (windward + leeward)
p0: Net Pressure at bottom of wall (windward + leeward)
ps: Side wall pressure acting away from wall = .54 * ph
pl: Leeward wall pressure acting away from wall = .38 * ph
pwh: Windward wall press @ top acting toward wall = ph-pl
pw0: Windward wall press @ bot acting toward wall = p0-pl
ROOF PRESSURES PER TABLE 27.6-2
h: Mean Roof Height
Lambda: Exposure Adjustment Factor
Slope: Roof Slope
Zone
Load Casel Load Case2
psf psf
0.61
15.00 ft
38.70 psf
38.70 psf
- 20.90 psf
- 14.71 psf
23.99 psf
23.99 psf
17.219 ft
1.000
14.04 Deg
1 -36.33 5.26
2 -25.03 -7.38
3 -37.07 .00
4 -33.07 .00 ••••
5 -27.11 .00 • • 1111••••
4
• • • •
• • • •
Note: A value of '0' indicates that the zone/load case is not applicable. •
ROOF OVERHANG LOADS (FIGURE 27.6-3):
LOAD CASE 1:
Povhl: Overhang pressure for zone 1
Povh3: Overhang pressure for zone 3
LOAD CASE 2:
Povhl: Overhang pressure for zone 1
Povh3: Overhang pressure for zone 3
Normal to Ridge - Base Reactions - Walls+Roof +GCpi
Description
•
•
0011• •• •
• • • • •
•••• • ••
- 27.25 psf
-27.80 psf • • ••• •
•••
•• •• • ••
• •
••
3.95 psf+ • • •
.00 ps?• • •
• • • • •
• • •
•• • •••• • •
• • •
•• •
Press Area Fx Fy Fz Mx My Mz
psf ft"2 Kip Kip Kip K -ft K -ft K -ft
Roof Windward -36.33 942 .00 -8.30 33.19 134.0 .0 .0
Roof Leeward -25.03 942 .00 5.72 22.87 -92.4 .0 .0
Windward Wall 23.99 273 .00 6.54 .00 81.8 .0 .0
Windward Wall 23.99 273 .00 6.54 .00 49.1 .0 .0
Windward Wall 23.99 273 .00 6.54 .00 16.4 .0 .0
Leeward Wall -14.71 818 .00 12.03 .00 90.2 .0 .0
Side Wall -20.90 503 -10.50 .00 .00 .0 78.8 .0
Side Wall -20.90 503 10.50 .00 .00 .0 -78.8 .0
OH Bot Windward -27.25 55 .00 .00 -1.49 -25.6 .0 .0
Side Wall -20.90 79 -1.65 .00 .00 .0 27.1 .0
Side Wall -20.90 79 1.65 .00 .00 .0 -27.1 .0
Total
.00 4737 .00 29.08 54.58 253.5 .0 .0
Normal to Ridge - Base Reactions - Walls Only +GCpi
Description
Press Area Fx Fy Fz Mx My Mz
psf ft"2 Kip Kip Kip K -ft K -ft K -ft
Windward Wall 23.99 273 .00 6.54 .00 81.8 .0 .0
Windward Wall 23.99 273 .00 6.54 .00 49.1 .0 .0
Windward Wall 23.99 273 .00 6.54 .00 16.4 .0 .0
Leeward Wall -14.71 818 .00 12.03 .00 90.2 .0 .0
Side Wall -20.90 503 -10.50 .00 .00 .0 78.8 .0
Side Wall -20.90 503 10.50 .00 .00 .0 -78.8 .0
Side Wall -20.90 79 -1.65 .00 .00 .0 27.1 .0
Side Wall -20.90 79 1.65 .00 .00 .0 -27.1 .0
Total
.00 2799 .00 31.66 .00 237.5 .0 .0
Normal to Ridge - Base Reactions - Walls+Roof -GCpi
5
Description
Press Area Fx Fy Fz Mx My Mz
psf ft^2 Kip Kip Kip K -ft K -ft K -ft
Roof Windward 5.26 942 .00 1.20 -4.81 -19.4 .0 .0
Roof Leeward -7.38 942 .00 1.69 6.75 -27.2 .0 .0
Windward Wall 23.99 273 .00 6.54 .00 81.8 .0 .0
Windward Wall 23.99 273 .00 6.54 .00 49.1 .0 .0
Windward Wall 23.99 273 .00 6.54 .00 16.4 .0 .0
Leeward Wall -14.71 818 .00 12.03 .00 90.2 .0 .0
Side Wall -20.90 503 -10.50 .00 .00 .0 78.8 .0
Side Wall -20.90 503 10.50 .00 .00 .0 -78.8 .0
OH Bot Windward 3.95 55 .00 .00 0.22 3.7 .0 .0
Side Wall -20.90 79 -1.65 .00 .00 .0 27.1 .0
Side Wall -20.90 79 1.65 .00 .00 .0 -27.1 .0
Total
.00 4737 .00 34.55 2.15 194.5 .0 .0
Normal to Ridge - Base Reactions - Walls Only -GCpi
Description
Press Area Fx Fy Fz Mx My Mz
psf ft^2 Kip Kip Kip K -ft K -ft K -ft
Windward Wall 23.99 273 .00 6.54 .00 81.8 .0 .0
Windward Wall 23.99 273 .00 6.54 .00 49.1 .0 .0 ••••
Windward Wall 23.99 273 .00 6.54 .00 16.4 .0 • .0 ••••••
Leeward Wall -14.71 818 .00 12.03 .00 90.2 .t••• .•. 0 • • • •
Side Wall -20.90 503 -10.50 .00 .00 .0 78.8 .0 •
Side Wall -20.90 503 10.50 .00 .00 .0 -78.'8 • .0 •
Side Wall -20.90 79 -1.65 .00 .00 .0 27.•. .0 • • •
Side Wall -20.90 79 1.65 .00 .00 .0 -27.1 .0
•••• •• • • •
Total .00 2799 .00 31.66 .00 237.5 .0•••• .0 • ••
• •
•• •
• • • • •
Normal to Ridge - Base Reactions - Walls+Roof MIN •• •• • ••
•
Description Press Area* Fx Fy Fz Mx My • •Ms • ••
psf ft^2 Kip Kip Kip K -ft K -ft • K -f% • •
• • •
li-- i- •••• • •
Total .00 0 .00 .00 .00 .0 .0 .0 • • •
• • •
Notes - Normal to Ridge
Note (1) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical
Note (2) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf
Note (3) Area* = Area of the surface projected onto a vertical plane normal to wind.
MWFRS Pressures for Wind Normal to 33.5 ft wall (Along Ridge)
WALL PRESSURES PER TABLE 27.6-1
L/B: Bldg Dim in Wind Dir / Bldg Dim Normal to Wind Dir
h: Height to top of Windward Wall
ph: Net Pressure at top of wall (windward + leeward)
p0: Net Pressure at bottom of wall (windward + leeward)
ps: Side wall pressure acting away from wall = .6 * ph
pl: Leeward wall pressure acting away from wall = .31 * ph
pwh: Windward wall press @ top acting toward wall = ph-pl
pw0: Windward wall press @ bot acting toward wall = p0-pl
1.63
19.44 ft
36.91 psf
36.40 psf
-22.25 psf
-11.48 psf
25.43 psf
24.93 psf
ROOF PRESSURES PER TABLE 27.6-2
h: Mean Roof Height 17.219 ft
Lambda: Exposure Adjustment Factor = 1.000
Slope: Roof Slope = 14.04 Deg
Zone
Load Casel Load Case2
psf psf
1 -36.33 5.26
2 -25.03 -7.38
3 -37.07 .00
4 -33.07 .00
5 -27.11 .00
Note: A value of '0' indicates that the zone/load case is not applicable.
ROOF OVERHANG LOADS (FIGURE 27.6-3):
LOAD CASE 1:
Povhl: Overhang pressure for zone 1
Povh3: Overhang pressure for zone 3
LOAD CASE 2:
Povhl: Overhang pressure for zone 1
Povh3: Overhang pressure for zone 3
Along Ridge - Base Reactions - Walls+Roof +GCpi
Description
-27.25 psf
-27.80 psf
3.95 psf
.00 psf
Press Area Fx Fy Fz Mx My Mz
psf ft^2 Kip Kip Kip K -ft K -ft K -ft
Roof (0 to h/2)
Roof (0 to h/2)
Roof (0 to h/2)
Roof (0 to h/2)
Roof (h/2 to h)
Roof (h/2 to h)
Roof (h/2 to h)
Roof (h/2 to h)
Roof (h to 2h)
Roof (h to 2h)
Roof (h to 2h)
Roof (h to 2h)
Roof (>2h)
Roof (>2h)
Roof (>2h)
Roof (>2h)
Windward Wall
Windward Wall
Windward Wall
Leeward Wall
Side Wall
Side Wall
Windward Wall
Leeward Wall
6
- 37.07 149 .00 -1.34 5.35 21.6 -122.8 -30.7
- 37.07 149 .00 1.34 5.35 -21.6 -122.8 30.7
-37.07 9 .00 -0.08 0.32 4.3 -7.3 -1.8
-37.07 9 .00 0.08 0.32 -4.3 -7.3 1.8
- 33.07 149 .00 -1.19 4.77 19.3 -68.5 -17.1
- 33.07 149 .00 1.19 4.77 -19.3 -68.5 17.1
-33.07 9 .00 -0.07 0.28 3.8 -4.1 -1.0
-33.07 9 .00 0.07 0.28 -3.8 -4.1 1.0
-27.11 297 .00 -1.95 7.82 31.6 -11.3 -2.8 ••••
- 27.11 297 .00 1.95 7.82 -31.6 -11.8 •2.8 ••••••
- 27.11 18 .00 -0.12 0.47 6.3 -0.•/••• -p.2 • • ••
- 27.11 18 .00 0.12 0.47 -6.3 -0.7 0.2 •
- 27.11 347 .00 -2.28 9.13 36.9 157.2"i:48'9.3 •
-27.11 347 .00 2.28 9.13 -36.9 157.4'•••-•3W.3 • • •
-27.11 21 .00 -0.14 0.54 7.3 9.4.... 2.3
-27.11 21 .00 0.14 0.54 -7.3 9.•4i.3 i•• •• • •
25.32 168 4.24 .00 .00 .0 -53.0•••• .0 • ••
25.19 168 4.22 .00 .00 .0 -31 4 .0 •• • • •
25.06 168 4.20 .00 .00 .0 -10.5 • •.0 • • •
- 11.48 503 5.77 .00 .00 .0 -43.2 •• .0 • •• •
- 22.25 818 .00 18.20 .00 136.5 .10 .0 • •
•
- 22.25 818 .00 -18.20 .00 -136.5 • ,.0 • •
25.43 79 2.00 .00 .00 .0 -33.0 .0
- 11.48 79 0.90 .00 .00 .0 -14. ••• .0 • • •
Total
.00 4795 21.33 .00 57.35
Along Ridge - Base Reactions - Walls Only +GCpi
Description
.0 -282.4 .0
Press Area Fx Fy Fz Mx My Mz
psf ft^2 Kip Kip Kip K -ft K -ft K -ft
Windward Wall 25.32 168 4.24 .00 .00 .0 -53.0 .0
Windward Wall 25.19 168 4.22 .00 .00 .0 -31.6 .0
Windward Wall 25.06 168 4.20 .00 .00 .0 -10.5 .0
Leeward Wall -11.48 503 5.77 .00 .00 .0 -43.2 .0
Side Wall -22.25 818 .00 18.20 .00 136.5 .0 .0
Side Wall -22.25 818 .00 -18.20 .00 -136.5 .0 .0
Windward Wall 25.43 79 2.00 .00 .00 .0 -33.0 .0
Leeward Wall -11.48 79 0.90 .00 .00 .0 -14.9 .0
Total
.00 2799 21.33 .00 .00 .0 -186.3 .0
Along Ridge - Base Reactions - Walls+Roof -GCpi
Description
Press Area Fx Fy Fz Mx My Mz
psf ft^2 Kip Kip Kip K -ft K -ft K -ft
Windward Wall 25.32 168 4.24 .00 .00 .0 -53.0 .0
Windward Wall 25.19 168 4.22 .00 .00 .0 -31.6 .0
Windward Wall 25.06 168 4.20 .00 .00 .0 -10.5 .0
Leeward Wall -11.48 503 5.77 .00 .00 .0 -43.2 .0
Side Wall -22.25 818 .00 18.20 .00 136.5 .0 .0
Side Wall -22.25 818 .00 -18.20 .00 -136.5 .0 .0
Windward Wall 25.43 79 2.00 .00 .00 .0 -33.0 .0
Leeward Wall -11.48 79 0.90 .00 .00 .0 -14.9 .0
Total
.00 2799 21.33 .00 .00 .0 -186.3 .0
Along Ridge - Base Reactions - Walls Only -GCpi
•••• • •
• • •
•• •
Description
Press Area Fx Fy Fz Mx My Mz
psf ft^2 Kip Kip Kip K -ft K -ft K -ft
Windward Wall 25.32 168 4.24 .00 .00 .0 -53.0 .0
Windward Wall 25.19 168 4.22 .00 .00 .0 -31.6 .0
Windward Wall 25.06 168 4.20 .00 .00 .0 -10.5 .0
Leeward Wall -11.48 503 5.77 .00 .00 .0 -43.2 .0
Side Wall -22.25 818 .00 18.20 .00 136.5 .0 .0
Side Wall -22.25 818 .00 -18.20 .00 -136.5 .0 .0
Windward Wall 25.43 79 2.00 .00 .00 .0 -33.0 .0
Leeward Wall -11.48 79 0.90 .00 .00 .0 -14.9 .0
Total
.00 2799 21.33 .00 .00 .0 -186.3 .0
Along Ridge - Base Reactions - Walls+Roof MIN
Description
Press Area* Fx Fy Fz Mx My Mz
psf ft^2 Kip Kip Kip K -ft K -ft K -ft
Total
.00 0 .00 .00 .00 .0 .0 .0
Notes - Along Ridge
Note (1) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical
Note (2) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf • •
Note (3) Area* = Area of the surface projected onto a vertical plane normalW'w td.
Total Base Reaction Summary •
Description
••••
• •
7
•
• • •
•
•
•
• •
Fx Fy Fz Mx My •••14z • • • • •
Kip Kip Kip K -ft K -ft • • • g=ft • . • •
• •
• •
Normal to Ridge Walls+Roof +GCpi .0 29.1 54.6 253.5 . • • .0 e•• ••
Normal to Ridge Walls Only +GCpi .0 31.7 .0 237.5 �• •• 0 • ••
Normal to Ridge Walls+Roof -GCpi .0 34.5 2.2 194.5 .4 .0•
Normal to Ridge Walls Only -GCpi .0 31.7 .0 237.5 .A • • .0 • ••
Normal to Ridge Walls+Roof MIN .0 .0 .0 .0 .d • .0 • •
Along Ridge Walls+Roof +GCpi 21.3 .0 57.4 .0 -282.* • .0 • • •
Along Ridge Walls Only +GCpi 21.3 .0 .0 .0 -186.3 ••• ' .0 •••• • •
Along Ridge Walls+Roof -GCpi 21.3 .0 .0 .0 -186.3 .0 • • •
Along Ridge Walls Only -GCpi 21.3 .0 .0 .0 -186.3 .0 •• •
Along Ridge Walls+Roof MIN .0 .0 .0 .0 .0 .0
Notes Applying to MWFRS Reactions:
Note (1) Per Fig 27.4-1, Note 9, Use greater of Shear calculated with or without roof.
Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical
Note (3) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf
Note (4) MIN area is the area of the surface onto a vertical plane normal to wind.
Note (5) Total Roof Area (incl OH Top) = 1883.33 sq. ft
Note (6) LC = Load Case (Some pressures can be zero, ref ASCE 7-10 Ch 27 Pt 2)
Wind Pressure on Components and Cladding (Ch 30 Part 1)
a:
t
t
3 2r3
Gable Roof 7 < 0 <= 45
All pressures shown are based upon ASD Design, with a Load Factor of .6
Width of Pressure Coefficient Zone "a" = 3.35 ft
Description
Width Span Area Zone Max Min Max P Min P
ft ft ft^2 GCp GCp pat psf
Windows Zone 4
Windows Zone 5
Doors Zone 4
Doors Zone 5
1.00 5.47 10.0 4 1.00 -1.10 41.23 -44.73
1.00 5.47 10.0 5 1.00 -1.40 41.23 -55.21
1.00 7.75 20.0 4 0.95 -1.05 39.37 -42.87
1.00 7.75 20.0 5 0.95 -1.29 39.37 -51.49
Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.87
Qhcc:.00256*V^2*Khcc*Kht*Kd = 34.94 psf
8
••• •
• •
• • 0000
• • • •
•• • • • •
•
•
•
• • •
0000 •• • • •
• • • • •
0000 • ••
•• •
• • • • •
•• •• • ••
•
• • •
• • • •
• •
•
••
• • • • •
• • •
•• • •••• • •
• • •
U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE
FEDERAL EMERGENCY MANAGEMENT AGENCY
National Flood Insurance Program Important: Read the instructions on pages 1-9.
OMB No. 1660-0008
Expiration Date: July 31, 2015
SECTION A - PROPERTY INFORMATION
FOR INSURANCE COMPANY USE
Al. Building Owner's Name GLENN DAIDONE
Policy Number:
A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
339 NE 100TH STREET
Company NAIC Number:
City MIAMI SHORES State FL ZIP Code 33138
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
* MDCR LOT 17 W1/2 OF LOT 18, BLOCK 39, MIAMI SHORES SEC 1 AMD, PB 10-70
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL
A5. Latitude/Longitude: Lat. N25.20023° Long. W80.11267° Horizontal Datum: 0 NAD 1927 ® NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 8
A8. For a building with a crawlspace or enclosure(s):
a) Square footage of crawlspace or endosure(s) 1100 sq ft
b) Number of permanent flood openings in the crawlspace
or endosure(s) within 1.0 foot above adjacent grade 8
c) Total net area of flood openings in A8.b 1344 sq in
d) Engineered flood openings? 0 Yes ® No
A9. For a building with an attached garage:
a) Square footage of attached garage 200 sq ft
b) Number of permanent flood openings in the attached garage
within 1.0 foot above adjacent grade N/A
c) Total net area of flood openings in A9.b N/A sq in
d) Engineered flood openings? 0 Yes ® No
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
• .•.
B1. NFIP Community Name & Community Number
MIAMI SHORES 120652
B2. County Name
MIAMI-DADE
• •
, Stpte
FLORIDA
.•..
• •
�•
B4.Map/Panel
086C0302Number
B5. Suffix
RM
B6. FI 09/11109 Date
ndex
B7. FIRM Panel
Effective/Revised Date
09/11/09
ood
B8.
Zone(s) ••••
X ••••••
(
AO use•bassflooddepth �••
: •te
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9.
0 FIS Profile ® FIRM 0 Community Determined 0 Other/Source:
B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 0 NAVD 1988 0 Other/Source„ _ , • •
•
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)?• • 0 • No
Designation Date: N/A 0 CBRS 0 OPA • • • •
• • •
•
• •
•• ••
• • •
• • •
• ••
• •
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
• • •
•
C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations - Zones A1 -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/A0. Complete Items C2.a-h
below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters.
Benchmark Utilized: *MDCR N-802 Vertical Datum: NGVD-1929
Indicate elevation datum used for the elevations in items a) through h) below. EI NGVD 1929 0 NAVD 1988 0 Other/Source:
Datum used for building elevations must be the same as that used for the BFE.
a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 9.21
b) Top of the next higher floor 11.11
c) Bottom of the lowest horizontal structural member (V Zones only) N/A.
d) Attached garage (top of slab) 9.09
e) Lowest elevation of machinery or equipment servicing the building **9.61
(Describe type of equipment and location in Comments)
f) Lowest adjacent (finished) grade next to building (LAG) 8.9
g) Highest adjacent (finished) grade next to building (HAG) 9.0
h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support N/A.
Check the measurement used.
® feet
® feet
® feet
® feet
® feet
® feet
® feet
® feet
❑ meters
0 meters
❑ meters
❑ meters
❑ meters
❑ meters
0 meters
❑ meters
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation
intonation. 1 certify that the information on this Certificate represents my best efforts to interpret the data available.
1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a
0 Check here if attachments. licensed land surveyor? ® Yes 0 No
Certifier's Name NICOLAS DEL VENTO License Number 6945
Title SURVEYOR Company Name SURVEY PROS, INC.
Address 8306 MILLS DRIVE #148
City MIAMI State FL ZIP Code 33183
Signature
Date 10/02/15 Telephone 305-767-6802
FEMA Form 086-0-33 (7/12)
See reverse side for continuation. Replaces all previous editions.
- ELEVATION CERTIFICATE, page 2
IMPORTANT: In these spaces, copy the corresponding information from Section A.
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
339 NE 100TH STREET
FOR INSURANCE COMPANY USE
Policy Number'
City MIAMI SHORES State FL ZIP Code 33138
Company NAIC Number:
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments GPS COORDINATES OBTAINED USING GPS DEVICE
*MIAMI-DADE COUNTY RECORDS
**NC PAD
MAIN FLOOR ELEVATION = 11.11
HIGHEST CROWN OF ROAD ELEVATION = 9.45
Signature
iZ Date 10/02/15
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE)
For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,
and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters.
E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent
grade (HAG) and the lowest adjacent grade (LAG).
a) Top of bottom floor (including basement, crawlspace, or enclosure) is . ❑ feet 0 meters 0 above or 0 bel•vr4he HAG.
b) Top of bottom floor (including basement, crawlspace, or enclosure) is 0 feet 0 meters Q above or 0 beiowdlae LAG.
E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 efdnstrjctions), the next higher flog('
(elevation C2.b in the diagrams) of the building is 0 feet 0 meters 0 above or 0 below thg j� • • •
E3. Attached garage (top of slab) is 0 feet 0 meters 0 above or 0 below the HAG. •
E4. Top of platform of machinery and/or equipment servicing the building is 0 feet 0 meters 0 abo�egr•❑ belovy�tjie l-�4G. • •
E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with th8 6enpe Gnity's fOotIVI managemrt
ordinance? 0 Yes 0 No 0 Unknown. The local official must certify this information in Section G. • • • • •
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION • • •
•
The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEVIA-15sted or cQmmugity-issued A •
or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. • • •
Property Owner's or Owner's Authorized Representative's Name
• • •
•• •
• • •
Address
City
State ZIP Code' '
Signature
Date Telephone
Comments
0 Check here if attachments.
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G
of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 -G10. In Puerto Rico only, enter meters.
G1. 0 The inforrnation in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who
is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.)
G2. 0 A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO.
G3. ❑ The following inforrnation (Items G4 -G10) is provided for community floodplain management purposes.
G4. Permit Number
G5. Date Permit Issued
G6. Date Certificate Of Compliance/Occupancy Issued
G7. This permit has been issued for: 0 New Construction 0 Substantial Improvement
G8. Elevation of as -built lowest floor (including basement) of the building:
G9. BFE or (in Zone AO) depth of flooding at the building site:
G10. Community's design flood elevation:
❑ feet ❑ meters Datum
❑ feet 0 meters Datum
0 feet 0 meters Datum
Local Official's Name
Title
Community Name
Telephone
Signature
Date
Comments
0 Check here if attachments.
FEMA Form 086-0-33 (7/12)
Replaces all previous editions.
ELEVATION CERTIFICATE, page 3
Building Photographs
See Instructions for Item A6.
IMPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
339 NE 100TH STREET
City MIAMI SHORES
State FL ZIP Code 33138
Policy Number:
Company NAIC Number.
If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions
for Item A6. Identify all photographs with date taken; "Front View" and "Rear View'; and, if required, "Right Side View' and "Left Side
View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as
indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page.
FRONT VIEW 10/01/15
RIGHT SIDE VIEW 10/01/15
•
.••. •
• • • •
•• • • • •
•
•
• • •
•••• •• • • •
• • • • •
•••• • ••
• •
•• •
• • • • •
•• •• • ••
•
• • •
• • • •
f • •
• • •
• • ••••
• • •
•
••
•
• •
FEMA Form 086-0-33 (7/12)
Replaces all previous editions.
ELEVATION CERTIFICATE, page 4
Building Photographs
Continuation Page
IMPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE
Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
339 NE 100Th STREET
Policy Number:
City MIAMI SHORES
State FL ZIP Code 33138
Company NAIC Number:
If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs
with: date taken; "Front View" and "Rear View"; and, if required, "Right Side Vievv'' and "Left Side View." When applicable,
photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8.
LEFT SIDE VIEW 10/01/15
REAR SIDE VIEW 10/01/15
•.••
• •
• ••••
• ••
•
• • •
•
•
�•
• •
•.•• •
••
• • •
•••• • •• ••
•• •
• • • • •
•• •• • ••
•
• • •
• • • •
• • •
• • •
•• • ••••
• • •
•• 0
•
•
••
• •
• •
FEMA Form 086-0-33 (7/12)
Replaces all previous editions.
MAP OF BOUNDARY SIJIWEY
NORTH
SCALE: 1"=-20'
0
200.00'
BLOCK
CORNER
FIP 1/2"
NO CAP
FIR 1/2"
NO CAP
15' ALLEY(PLAT)
="10' ASPHALT PAVEMENT
N90°00'00"E 75.00'
FIP 1/2"
NO CAP
0.59'
LOT 18
BLOCK 39
9.94
2.49'
6.0'
4.0'
FIP 1/2"
NO CAP
11.5
(50.00')
LOT 17
BLOCK 39
6.2'
(50.00')
WEST 1/2
OF LOT 18
cn
O
15.0'
11.5'
8.3'
a.
c3' a..
36.7'
ONE STORy CBS
RES #339
1.8'
1
N
(50.00') 22yL
3.0'
11.6'
3.6' 4.8'
❑ W/F
ON LINE
0
•
•
4
LOT 18
BLOCK 39
0 �
�91
O
e2
W/F
ON LINE
to
N
10.80'
FIP 1/2"
(50.00') NO CAP
5' SWK;
• ° N90°00'00"W 75.00
• a.
'ASPHALTPAVEMENT
TOOTH STRE
75' R/W
BOB:N90°00'00"W
LOT 19
BLOCK 39
LEGEND
ABBREVIATIONS:
A = ARC DISTANCE
AC = AIR CONDITIONER PAD
BCR = BROWARD COUNTY RECORDS
BLDG = BUILDING
BM = BENCH MARK
BOB = BASIS OF BEARINGS
CBS = CONCRETE BLOCK & STUCCO
(C) = CALCULATED
C&G = CURB & GUTTER
CLF = CHAIN LINK FENCE
COL = COLUMN
D.E. = DRAINAGE EASEMENT
D.M.E. = DRAINAGE & MAINTENANCE
EASEMENT
D/W = DRIVEWAY
EB = ELECTRIC BOX
ENC. = ENCROACHMENT
EP = EDGE OF PAVEMENT
EW = EDGE OF WATER
FDH = FOUND DRILL HOLE
FF = FINISHED FLOOR ELEVATION
FIP = FOUND IRON PIPE (NO ID)
FIR = FOUND IRON ROD (NO ID)
FN = FOUND NAIL (NO ID)
FPL = FLORIDA POWER & LIGHT
TRANSFORMER PAD
L.E. = LANDSCAPE EASEMENT
L.M.E. = LAKE MAINTENANCE EASEMENT
(M) = MEASURED
MDCR = MIAMI-DADE COUNTY RECORDS
MH = MAN HOLE
ML = MONUMENT LINE
(6) = PLAT
P8 = PLAT BOOK
PC = POINT OF CURVATURE
PCP = PERMANENT CONTROL POINT
PE = POOL EQUIPMENT PAD
PG = PAGE
PI = POINT OF INTERSECTION
PL = PLANTER
POB = POINT OF BEGINNING
POC = POINT OF COMMENCEMENT
PRC = POINT OF REVERSE CURVATURE
PRM = PERMANENT REFERENCE
MONUMENT
PT = POINT OF TANGENCY
R = RADIUS DISTANCE
(R) = RECORD
R/W = RIGHT-OF-WAY
RES = RESIDENCE
SIP = SIP L8#8023
SND = SET NAIL & DISK LB#8023
STL = SURVEY TIE LINE
SWK = SIDEWALK
(TYP) = TYPICAL
UB = UTILITY BOX
U.E. = UTILITY EASEMENT
W/F = WOOD FENCE
CERTIFICATE OF AUTHORIZATION # LB -8023
Survey Pros, Inc.
8306 MILLS DRIVE SUITE 148, MIAMI, FL. 33183
Tel: 305.767.6802
www.survey-pros_com
LOCATION MAP:
NOT TO SCALE 20
ez :s
T
'1,141,1.1;1;1b1:Isr I
L
2
PROPERTY ADDRESS:
339 NE 100TH STREET, MIAMI SHORES, FL 33138
LEGAL DESCRIPTION:
LOT 17 AND WEST 1/2 OF LOT 18, IN BLOCK 39, OF MIAMI SHORES SEC 1 AMD,
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK. 10, PAGE 70, OF
THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
• •••
• •
• •
FLOOD ZONE INFORMATION! • •
BASED ON THE FLOOD INSURANCE RAt° :AP• OF THL• FEDERAL EMERGiV4.
MANAGEMENT AGENCY REVISED ON 09/11019•41IQ WDEX MAP REVISED ON 09/11/09
THE GRAPHICALLY DEPICTED BUILDING(S) SHOWN�ON THIS MAP OF SURVEY IS Ca.
ZONE 5. BASE FLOOD ELEVATION N/A CQMA1U•AI?Y• NAME & RU. BETR MIAMI SHORES
120652 MAP & PANEL NUMBER 12D86CQ30RO6YFITX L • • •
•
•
SYMBOLS:
QT = TELEPHONE RISER
• = CABLE TV RISER
• = WATER METER
X 0.00 = ELEVATION
(00') = ORIGINAL LOT DISTANCE
• = CENTRAL ANGLE
CENTER LINE
WATER VALVE
CURB INLET
FIRE HYDRANT
LIGHT POLE
CATCH BASIN
UTILITY POLE
DRAINAGE MANHOLE
SEWER MANHOLE
IRON FENCE
- WOOD FENCE
= CHAIN LINK FENCE
= OVERHEAD UTILITY WIRE
1449)
I'
ASPHALT CONCRETE PAVERS TILES
COVER
•• ••
• ••
••••
• • a • •
• • • •
SURVEYOR'S NOTES: • • •
1. ELEVATIONS WHEN SHOWN REFER Td 1�41, NONAL GEODETIC VERTICAL .pii6lV
1929). •••• •
2. O ATTEMPT WAS MADE TO LOCATE FOOTINGS/FOUNDAWe 0: UNDERGROUND
UTILITIES UNLESS OTHERWISE NOTED.
3. THE LANDS SHOWN HEREON HAVE NOT BEEN ABSTRACTED IN REGARDS TO
MATTERS OF INTEREST BY OTHER PARTIES, SUCH AS EASEMENTS, RIGHTS OF WAYS,
RESERVATIONS, ETC. ONLY PLATTED EASEMENTS ARE SHOWN.
4. THIS SURVEY WAS PREPARED FOR AND CERTIFIED TO THE PARTY(IES) INDICATED
HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE WITHOUT WRITTEN CONSENT OF
THIS FIRM.
5. ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED LB# 8023.
6. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL
DESCRIPTION PROVIDED 8Y THE CLIENT OR ITS REPRESENTATIVE.
7. FENCE OWNERSHIP IS NOT DETERMINED.
8. ADDITIONS OR DELETIONS TO THIS SURVEY MAP AND/OR REPORT BY SOMEONE
OTHER THAN THE SIGNING PARTY(IES) IS PROHIBITED WITHOUT WRITTEN CONSENT OF
THE SIGNING PARTY(IES).
9. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN. THE CENTERLINE OF NE
100TH STREET HAS BEEN ASSIGNED A BEARING OF N90'00'00"W.
ENCROACHMENT NOTES:
NONE
CERTIFIED TO:
GLENN DAIDONE
SURVEYOR'S CERTIFICATE:
I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AS
RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND MEETS THE MINIMUM TECHNICAL STANDARDS SET
FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE
CODE PURSUANT TO SECTION 472.027 FLORIDA STATUE.
AUTHENTIC COPIES OF THIS
SURVEY SHALL BEAR THE
ORIGINAL SIGNATURE AND
RAISED SEAL OF THE
ATTESTING REGISTERED
SURVEYOR AND MAPPER
NICOLAS DEL VENTO
PROFESSIONAL SURVEYOR & MAPPER
STATE OF FLORIDA LIC. # 6945
DATE OF FIELD WORK:
10/01/15
JOB, 15091061
DRAWN BY NICK
CAD FILE DAIDONE
SHEET 1 OF 1
36
2 SW 14 St
CONSTRUCTION Miami, FL 3 145
H< SERVICES INC. (786)467-7200
www.MIAMIOZ.com
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Estimate
1/18/2016
1106
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Page
P.O. No.
1078
Description
Qty
Rate
Total
GARAGE/MASTER BATH / CLOSET
02 Demo:. Dumpster 20 cy, rental
Item, per Ea
6
391.20 2,347.20
Remove 8' garage door with hardware
Item, per Ea
1
108.24 108.24
Remove existing window
Item, per Ea
1
76.35 76.35
Demolition - Remove existing CMU wall /opening
Item, per SF
3
238.56 715.68
Remove interior shelving system
Item, per Ea
05 Masonry. Installation of Concrete block wall in existing door openings. Includes stucco
patching
1
134.16 134.16
Item, per SF
29
16.85586 488.82
Pouring fill cells for window openings as per drawings
Item, per LF
48
12.80 614.40
07 Wall Framing. New 2 in. x 4 in. interior partition wall 16 in. on center. Includes
drywall, tape and finish
Item, per SF
144
3.80799 548.35
Total
Phone #
E-mail
Web Site
786-467-7200
oz@miamioz.com
www.miamioz.com
Page
CONSTRUCTION
C� SERVICES INC.
3642 SW 14 St
Miami, FL 33145
(786)467-7200
www.MIAMIOZ.com
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Estimate
1/18/2016
1106
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Page 2
P.O. No.
1078
Description
Qty
Rate
Total
09 Roofing, Flashing. Roof vents- Square cap type
Item, per Ea
1
243.58 243.58
----. 12 Doors & Trim. Installation of interior hollow core door - casing to be selected by
customer
Item, per Ea
2
116.00 232.00
Installation and finish of baseboard
Item, per LF
10
2.512 25.12
---. 14 Plumbing. Demo existing plumbing lines and sanitary lines
Item, per Ea
1
382.00 382.00
Rough plumbing, bathroom. Doesmotinc1ude f1AGuca. - Four fixture bathroom plastic
supply & plastic. Includes sanitary lines as well
Item, per Ea
1
1,200.00 1,200.00
Shower pan preparation - typical size
Item, per Ea
1
103.46 103.46
Toilet - installation
Item, per Ea
1
75.51 75.51
Bathroom sink faucet installation
Item, per Ea
2
47.75 95.50
Shower/tub faucet installation
Item, per Ea
1
267.50 267.50
Total
Phone #
E-mail
Web Site
786-467-7200
oz aU) niamioz.com
www.miamioz.com
Page 2
k(''51 CONSTRUCTION
�� SERVICES INC.
3642 SW 14 St
Miami, FL 33145
(786)467-7200
www.MIAMIOZ.com
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Estimate
1/18/2016
1106
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Page 3
P.O. No.
1078
Description
Qty
Rate
Total
----. 16 Electrical & Lighting. Demo Existing electric at location
Item, per Ea
1
435.51 435.51
Bathroom exhaust fan installation - high grade, 110 cfm, low noise
Item, per Ea
1
115.43 115.43
Electrical switches with wiring120 volt switch with wiring replace, up to 15 if of #12/2 wire
Item, per Ea
4
59.935 239.74
120 volt outlet with wiring for general-purpose use up to 15 if of #12/2 wire
Item, per Ea
7
89.72 628.04
New breaker/ circuit run for this area. From Electric panel to room
Item, per Ea
3
260.16 780.48
Recessed lights 4 in. or 5 in. recessed light housing, non -insulated. Up to 15 if of #12/2 wire
- no trim included - Shower area
Item, per Ea
1
64.00 64.00
Pendant light fixture wiring and installation
Item, per Ea
3
63.56 190.68
Recessed lights 4 in. or 5 in. recessed light housing, non -insulated. Up to 15 if of #12/2 wire
- no trim included
Item, per Ea
8
64.00 512.00
----. 17 Insulation:. R30 (9-1/2 in. deep) Fiberglass batt insulation, installed in ceiling
Item, per SF
200
1.592 318.40
Rigid foam insulation board 3/4 in. on exterior walls
Total
Phone #
E-mail
Web Site
786-467-7200
oz@miamioz.com
www.miamioz.com
Page 3
frOU, CONSTRUCTION
��� SERVICES INC.
3642 SW 14 St
Miami, FL 33145
(786)467-7200
www.MIAMIOZ.com
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Estimate
1/18/2016
1106
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Page 4
P.O. No.
1078
Description
Qty
Rate
Total
Item, per SF
160
1.224 195.84
---. 18 Interior Walls. 1/2 in. drywall installed with smooth wall finish
Item, per SF
240
2.504 600.96
Tile backer board (Durock) installation on Walls
Item, per SF
70
2.072 145.04
Installation of tile in thin set mortar - walls
Item, per SF
70
9.52 666.40
--. 19 Ceilings. 1/2 in. drywall installed with smooth finish on ceiling
Item, per SF
Installation of bathroom accessories (shower rod, towel bar, toilet tissue holder)
200
2.504 500.80
Item, per Ea
Installation of bathroom vanity cabinet. Unit to be.provided 'by owner
1
87.52 87.52
Item, per LF '
Installation of tile in thin set mortar - on bathroom floors
1
99.90 99.90
Item, per SF
80
5.824 465.92
SCREENED PORCH / MASTER
02 Demo:. Remove existing screens and screen doors
Item, per Ea
1
87.12 87.12
Remove existing window
Total
Phone #
E-mail
Web Site
786-467-7200
oz@miamiozcom
www.miamioz.com
Page 4
k U CONSTRUCTION
SERVICES INC.
3642 SW 14 St
Miami, FL 33145
(786)467-7200
www.MIAMIOZ.com
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Estimate
1/18/2016
1106
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Page 5
P.O. No.
1078
Description
Qty
Rate
Total
Item, per Ea
1
76.35 76.35
Remove exterior entry door, casings and threshold
Item, per Ea
2
43.55 87.10
Demolition - Remove existing CMIJ wall /opening
Item, per SF
1
238.56 238.56
---. 04 Concrete. Concrete pour- brush fmish
Item, per SF
0
3.20 0.00
Pouring fill cells for window openings as per drawings
Item, per LF
48
12.81604 615.17
--. 05 Masonry. Installation of Concrete block wall in existing door openings. Includes
stucco patching
Item, per SF
80
16.856 1,348.48
----. 07 Wall Framing. New 2 in. x 4 in. interior partition wall 16 in. on center. Includes
drywall, tape and finish
Item, per SF
56
3.80804 213.25
---. 09 Roofing. Roof vents -Plumbing VTR
Item, per Ea
1
243.58 243.58
--. 12 Doors & Trim. Installation of interior hollow core door - casing to be selected by
customer
Item, per Ea
2
116.00 232.00
Installation and finish of baseboard
Total
Phone #
E-mail
Web Site
786-467-7200
oz@miwkoz.com
www miamioz.com
3ti
Page 5
CONSTRUCTION
� SERVICES INC.
3642 SW 14 St
Miami, FL 33145
(786)467-7200
www.MIAMIOZ.com
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Estimate
1/18/2016
1106
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Page 6
P.O. No.
1078
Description
Qty
Rate
Total
Item, per LF
50
2.512 125.60
----. 14 Plumbing. Clothes washer plumbing - plastic supply & plastic DWV
Item, per Ea
1
510.52 510.52
Installation of new electric water heater (Tankless)
Item, per Ea
1
514.44 514.44
--. 15 Heating & Cooling. Dryer make up air/vent
Item, per Ea
1
115.43 115.43
---. 16 Electrical & Lighting. Demo Existing electric at location
Item, per Ea
1
107.11 107.11
New breaker/ circuit run for this area. From Electric panel to room
Item, per Ea
1
260.16 260.16
Electrical switches with wiring120 volt switch with wiring replace, up to 15 If of #12/3 wire
Item, per Ea
3
59.93667 179.81
120 volt outlet with wiring for general-purpose use up to 15 if of #12/2 wire
Item, per Ea
7
89.72 628.04
120 volt wiring for smoke or carbon monoxide detector, general-purpose circuit, with up to
15 If of #12/2 wire and box
Item, per Ea
1
127.67 127.67
Water heater installation line #6/3 wire, up to 36 If of #3/2 wire, box, 60 amp disconnect
switch
Item, per Ea
1
651.68 651.68
Total
Phone #
E-mail
Web Site
786-467-7200
oz amiamiQz.com
www.miamioz.com
Page 6
-1.
F(71)1 -CONSTRUCTION
� SERYIC[$ INC.
3642 SW 14 St
Miami, FL 33145
(786)467-7200
www.MIAMIOZ.com
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Estimate
1/18/2016
1106
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Page 7
P.O. No.
1078
Description
Qty
Rate
Total
Clothe Dryer installation line #6/3 wire, up to 36 if of #3/2 wire, box, 60 amp disconnect
switch
Item, per Ea
1
651.68 651.68
Light fixture installation
Item, per Ea
2
37.72 75.44
--. 17 Insulation. Rigid foam insulation board 3/4 in. on exterior walls
Item, per SF
64
1.22406 78.34
--. 18 Interior Walls. 1/2 in. drywall installed with smooth wall finish/ patch and new
installation by windows
Item, per SF
100
2.504 250.40
LIVING ROOM/DINING / KITCHEN / FAMILY
02 Demo. Remove interior portion / opening non-bearing partition wall- new bedroom
opening
Item, per Ea
1
119.28 119.28
Remove interior non-bearing partition wall
Item, per Ea
5
89.44 447.20
Remove 2 in. x 4 in. interior partition walls
Item, per SF
140
4.68 655.20
Remove existing window
Item, per Ea
3
76.35333 229.06
Total
Phone #
E-mail
Web Site
786-467-7200
oz aU� niamioz.com
www miamioz.com
Page 7
1,' 11 CONSTRUCTION
� SERVICES INC.
3642 SW 14 St
Miami, FL 33145
(786)467-7200
www.MIAMIOZ.com
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Estimate
1/18/2016
1106
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Page 8
P.O. No.
1078
Description
Qty
Rate
Total
Demolition - Remove existing CMU wall /opening
Item, per SF
2
238.56 477.12
Remove, pre -hung interior door, jamb, & casing
Item, per Ea
3
29.81667 89.45
Remove carpet and pad
Item, per SF
200
0.64 128.00
Remove wood strip flooring
Item, per SF
264
0.89598 236.54
Remove sheathing and floor joist
Item, per SF
264
0.83201 219.65
Demolition of kitchen cabinets
Item, per Ea
1
278.43 278.43
04 Concrete. Pouring fill cells for window openings as per drawings
Item, per LF
16
12.81625 205.06
---. 05 Masonry. Installation of Concrete block wall in existing door openings. Includes
stucco patching
Item, per SF
45
16.856 758.52
--. 09 Roofing, Flashing. Roof vents -Square
Item, per Ea
1
243.58 243.58
---. 12 Doors & Trim. Installation of interior hollow core door - casing to be selected by
customer
Total
Phone #
E-mail
Web Site
786-467-7200
oz@miamioz.com
www.miamioz.com
Page 8
L( 5/� COHSTRUCTION
C��
SERVICES INC.
3642 SW 14 St
Miami, FL 33145
(786)467-7200
www.MIAMIOZ.com
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Estimate
1/18/2016
1106
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Page 9
P.O. No.
1078
Description
Qty
Rate
Total
Item, per Ea
1
116.00 116.00
Installation and finish of baseboard
Item, per LF
75
2.512 188.40
---. 14 Plumbing. Demo existing plumbing lines /sanitary lines / vents
Item, per Ea
1
191.04 191.04
Kitchen plumbing - plastic supply & plastic DWV. Dish washer and fridge hook ups
Item, per Ea
1
647.80 647.80
--. 16 Electrical & Lighting. Demo Existing electric at location
Item, per Ea
1
1,009.83 1,009.83
120 volt wiring for smoke or carbon monoxide detector, general-purpose circuit, with up to
15 if of #12/2 wire and box
Item, per Ea
2
127.67 255.34
Electrical switches with wiring120 volt switch with wiring replace, up to 15 if of #12/3 wire
(3 way)
Item, per Ea
2
59.935 119.87
New breaker/ circuit run for this area. From Electric panel to room
Item, per Ea
3
260.16 780.48
Electrical switches with wiring120 volt switch with wiring replace, up to 15 if of #12/2 wire
Item, per Ea
5
59.936 299.68
120 volt outlet with wiring for general-purpose use up to 15 if of #12/2 wire
Item, per Ea
9
89.72 807.48
Stove line installation #6/3 wire, , 50 amp
Total
Phone #
E-mail
Web Site
786-467-7200
oz@miamioz.com
www.miamioz.com
Page 9
CONSTRUCTION
N"SERVICES INC.
3642 SW 14 St
Miami, FL 33145
(786)467-7200
www.MIAMIOZ.com
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Estimate
1/18/2016
1106
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Page 10
P.O. No.
1078
Description
Qty
Rate
Total
Item, per Ea
1
444.16 444.16
Light fixture installation
Item, per Ea
1
37.72 37.72
Installation of floor outlet
Item, per Ea
1
131.12 131.12
Trench and install front wall sconces
Item, per Ea
2
172.16 344.32
Recessed lights 4 in. or 5 in. recessed light housing, non -insulated. Up to 15 if of #12/2 wire
- no trim included
Item, per Ea
7
64.00 448.00
---. 18 Interior Walls. 1/2 in. drywall installed with smooth wall finish/ patch and new
installation
Item, per SF
150
2.504 375.60
----. 19 Ceilings. 1/2 in. drywall installed with smooth wall finish/ patch and new
installation
Item, per SF
80
2.504 200.32
----. 21 Cabinets and Vanities
***** To be selected at later time*******. ----. 22 Specialties. Reinforce ceiling joists on
kitchen area as per architect recommendation joist for typical load
Item, per LF
1
588.64 588.64
Total
Phone #
E-mail
Web Site
786-467-7200
oz@miamioz.com
www.miamioz.com
Page 10
kcF, CONSTRUCTION
SERVICES INC.
3642 SW 14 St
Miami, FL 33145
(786)467-7200
www.MIAMIOZ.com
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Estimate
1/18/2016
1106
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Page 11
P.O. No.
1078
Description
Qty
Rate
Total
BEDROOM 2 & HALLWAY
02 Demo. Remove, pre -hung interior door, jamb, & casing
Item, per Ea
2
29.815 59.63
Remove 2 in. x 4 in. interior partition walls
Item, per SF
64
4.68 299.52
Remove carpet and pad
Item, per SF
60
0.64 38.40
---. 07 Wall Framing. New 2 in. x 4 in. interior partition wall 16 in. on center. Includes
drywall, tape and finish
Item, per SF
60
3.808 228.48
---. 12 Doors & Trim. Installation of interior hollow core door - casing to be selected by
customer
Item, per Ea
4
116.00 464.00
Installation and finish of baseboard
Item, per LF
---. 16 Electrical & Lighting. 120 volt wiring for smoke or carbon monoxide detector,
30
2.512 75.36
general-purpose circuit, with up to 15 If of #12/2 wire and box
Item, per Ea
1
127.67 127.67
Electrical switches with wiring120 volt switch with wiring replace, up to 15 if of #12/2 wire
Item, per Ea
1
59.94 59.94
120 volt outlet with wiring for general-purpose use up to 15 If of #12/2 wire
Total
Phone #
E-mail
Web Site
786-467-7200
oz@miamioz.com
www miamiozcom
Page 11
Ti CONSTRUCTION
SERVICESINC.
3642 SW 14 St
Miami, FL 33145
(786)467-7200
www.MIAMIOZ.com
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Estimate
1/18/2016
1106
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Page 12
P.O. No.
1078
Description
Qty
Rate
Total
Item, per Ea
4
89.72 358.88
Light fixture installation
Item, per Ea
1
37.72 37.72
--. 18 Interior Walls
1/2 in. drywall installed with smooth wall finish/ patch and new installation
Item, per SF
80
2.504 200.32
---. 23 Floor Coverings. Stain & vamish wood floor 3 coats. Color and fmish TBD - old
floor (No repairs included)
Item, per SF
196
2.52801 495.49
HALLWAY BATH
02 Demo. Full Bathroom demolition
Item, per Ea
1
576.59 576.59
Remove, pre -hung interior door, jamb, & casing
Item, per Ea
1
29.82 29.82
---. 07 Wall Framing. New 2 in. x 4 in. interior partition wall 16 in. on center. Includes
drywall, tape and finish
Item, per SF
---. 09 Roofing, Flashing. Roof vents- Square cap type
32
3.80813 121.86
Item, per Ea
1
243.58 243.58
Total
Phone #
E-mail
Web Site
786-467-7200
oz@miamioz.com
www.miamioz.com
Page 12
VOL- CON$TRUCTIOH
N7e..,- SERVICES INC.
3642 SW 14 St
Miami, FL 33145
(786)467-7200
www.MIAMIOZ.com
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Estimate
1/18/2016
1106
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Page 13
P.O. No.
1078
Description
Qty
Rate
Total
--. 12 Doors & Trim. Installation of interior hollow core door - casing to be selected by
customer
Item, per Ea
---. 14 Plumbing. Demo existing plumbing lines and sanitary lines
1
116.00 116.00
Item, per Ea
1
143.28 143.28
Rough plumbing, bathroom. Does not include fixtures. - Four fixture bathroom plastic
supply & plastic. Includes sanitary lines as well
Item, per Ea
1
1,200.00 1,200.00
Shower pan preparation - typical size
Item, per Ea
1
103.46 ' 103.46
Toilet - installation
Item, per Ea
1
75.51 75.51
Bathroom sink faucet installation
Item, per Ea
1
47.75 47.75
Shower/tub faucet installation
Item, per Ea
1
267.50 267.50
----. 16 Electrical & Lighting. Demo Existing electric at location
Item, per Ea
1
189.19 189.19
Electrical switches with wiring120 volt switch with wiring replace, up to 15 if of #12/3 wire
Item, per Ea
3
59.93667 179.81
120 volt outlet with wiring for general-purpose use up to 15 if of #12/2 wire
Total
Phone #
E-mail
Web Site
786-467-7200
oz aU� niamioz.com
www.miamioz.com
Page 13
kp)Y CONSTRUCTION
SERVICES INC.
3642 SW 14 St
Miami, FL 33145
(786)467-7200
www.MIAMIOZ.com
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Estimate
1/18/2016
1106
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Page 14
P.O. No.
1078
Description
Qty
Rate
Total
Item, per Ea
1
89.72 89.72
Light fixture installation
Item, per Ea
2
37.72 75.44
Bathroom exhaust fan installation - high grade, 110 cfm, low noise
Item, per Ea
1
115.43 115.43
Recessed lights 4 in. or 5 in. recessed light housing, non -insulated. Up to 15 if of #12/2 wire
- no trim included - Shower area
Item, per Ea
1
64.00 64.00
Pendant light fixture wiring and installation
Item, per Ea
2
63.56 127.12
Recessed Iights 4 in. or 5 in. recessed light housing, non -insulated. Up to 15 if of #12/2 wire
- no trim included
Item, per Ea
1
64.00 64.00
—. 17 Insulation
Rigid foam insulation board 3/4 in. on exterior walls
Item, per SF
40
1.224 48.96
---. 18 Interior Walls
1/2 in. drywall installed with smooth wall finish
Item, per SF
100
2.504 250.40
Tile backer board (Durock) installation on Walls
Item, per SF
88
2.07205 182.34
Total
Phone #
E-mail
Web Site
786-467-7200
oz@miamioz.com
www.miamioz.com
Page 14
CONSTRUCTION
SERVICES INC.
3642 SW 14 St
Miami, FL 33145
(786)467-7200
www.MIAMIOZ.com
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Estimate
1/18/2016
1106
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Page 15
P.O. No.
1078
Description
Qty
Rate
Total
Installation of tile in thin set mortar - walls
Item, per SF
88
9.52 837.76
--. 19 Ceilings & Coverings. 1/2 in. drywall installed with smooth wall finish
Item, per SF
40
2.504 100.16
---. 21 Cabinets and Vanities. Installation of bathroom vanity cabinet. Unit to be provided
by owner
Item, per LF
Installation of bathroom accessories (shower rod, towel bar, toilet tissue holder)
1
99.90 99.90
Item, per Ea
---. 23 Floor Coverings. Installation of tile in thin set mortar - on bathroom floors
1
87.52 87.52
Item, per SF
48
5.82396 279.55
BEDROOM 3
02 Demo. Remove, pre -hung interior door, jamb, & casing
Item, per Ea
2
29.815 59.63
Remove carpet and pad
Item, per SF
60
0.64 38.40
---. 05 Masonry. Installation of Concrete block wall in existing window openings. Includes
stucco patching
Item, per SF
24
16.85583 404.54
----. 12 Doors & Trim. Installation of interior hollow core door - casing to be selected by
customer
Total
Phone #
E-mail
Web Site
786-467-7200
oz@miamioz.com
www.miamioz.com
Page 15
t SERCEICN?BVISN
3642 SW 14 St
Miami, FL 33145
(786)467-7200
www.MIAMIOZ.com
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Estimate
1/18/2016
1106
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Page 16
P.O. No.
1078
Description
Qty
Rate
Total
Item, per Ea
3
116.00 348.00
----. 16 Electrical & Lighting
120 volt wiring for smoke or carbon monoxide detector, general-purpose circuit, with up to
15 if of #12/2 wire and box
Item, per Ea
1
127.67 127.67
Electrical switches with wiring120 volt switch with wiring replace, up to 15 if of #12/3 wire
Item, per Ea
1
59.94 59.94
120 volt outlet with wiring for general-purpose use up to 15 if of #12/2 wire
Item, per Ea
5
89.72 448.60
Light fixture installation
Item, per Ea
1
37.72 37.72
---. 23 Floor Coverings. Stain & varnish wood floor 3 coats. Color and finish TBD - old
floor (No repairs included)
Item, per SF
168
2.52798 424.70
General:
Portland cement stucco - Front of the house. Natural gray, sand float finish
Item, per SY
31
33.92 1,051.52
Removal of concrete walls, - Planters
Item, per SF
150
2.552 382.80
Steps on grade Total cost of steps per CY of concrete - New front door steps
Item, per CY
1
627.44 627.44
Total
Phone #
E-mail
Web Site
786-467-7200
oz@miamioz.com
www.miamioz.com
Page 16
CONSTRUCTION
SERVICES INC.
3642 SW 14 St
Miami, FL 33145
(786)467-7200
www.MIAMIOZ.com
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Estimate
1/18/2016
1106
Glenn Daidone
339 NE 100 ST
Miami Shores, FL
Page 17
P.O. No.
1078
Description
Qty
Rate
Total
Aluminum windows and doors as per window schedule
door**
Item, per Ea
Pressure clean and paint interior and exterior of the
* Includes front and back aluminum
house
1
1
8,560.00
4,160.00
0.00
8,560.00
4,160.00
57,088.37
57,088.37
*Project Subtotal
*Project Total0.00
Total $57,088.37
Phone #
E-mail
Web Site
786-467-7200
oz@miamioz.com
www.miamioz com
Page 17
CONSTRUCTION
EL 0. .4. SERVICES INC. Construction Contract
Construction Contract
This agreement is made by OZ Construction Services Inc. (Contractor) and Glenn Daidone (Owner) on
the date written beside our signatures.
Contractor
OZ Construction Services Inc.
3642 SW 14 St
Miami , Florida 33145
Work Phone Number: 786-467-7200
Cell Phone Number: 305-216-0236
Fax Number: 305-461-6816
Email Address: oz@miamioz.com
Registration or Certificate Number: CGC1520184
OZ Construction Services Inc. is incorporated in the state of Florida.
OZ Construction Services Inc. will be referred to as Contractor throughout this agreement.
Owner
Glenn Daidone
339 NE 100 st
Miami Shores, Florida 33138
Cell Phone Number: 305-788-2711
Email Address: gvdphotos@yahoo.com
Glenn Daidone will be referred to as Owner throughout this agreement.
339 NE 100 st
Miami Shores , Florida 33138
The Construction Site
Page 1
I. ' Project Description
A. For a price identified below, Contractor agrees to complete for Owner the Work identified in this
agreement as the Interior Home Renovation.
II. Contract Price
A. In addition to any other charges specified in this agreement, Owner agrees to pay Contractor
$56,500.00 for completing the Work described as the Interior Home Renovation.
III. Scheduled Start of Construction
A. Work under this agreement will begin when convenient for both Owner and Contractor.
IV. Documents Incorporated
A. The Glossary of Terms which follows our signatures is incorporated into this contract as though
included in full as part of this agreement.
B. This agreement incorporates by reference certain disclosures and notices required by federal and
state law. The following documents are incorporated as though included in full as part of this agreement.
Disclosure of Subcontractors and Suppliers (Miami -Dade Municipal Code Section 10-33)
Disclosures (Miami -Dade Municipal Code Section 10-33.1)
Notice of Right to Cancel under Regulation Z (in quadruplicate)
C. This agreement incorporates by reference certain documents which define and describe the Work
to be done. The following documents are incorporated as though included in full as part of this
agreement.
1. Plans
Last changed on 1/18/2016.
2. Proposal (Estimate or Bid)
Proposal (Estimate or Bid) dated 1/18/2016.
Consisting of 18 sheet(s).
For the amount of $56,500.00
V. Ownership of Plans
A. All Plans, Drawings and Specifications created for Work under this contract are instruments of
service and remain the property of Owner. The use of these instruments of service on Work other than
provided in this contract without permission of Owner is prohibited. All copies of Drawings and
Specifications other than a single record copy shall be returned to Owner upon request after completion
of the Work.
VI. Plans on Site
A. Contractor will keep a full set of Project Plans available on-site to authorized personnel during
the period of construction.
VII. Documents Supplied to Contractor
A. Owner will furnish to Contractor at no cost:
1. A full set of Plans and Specifications for all trades in electronic format.
Page 2
2. Contractor will distribute Contract Documents as required by Subcontractors.
VIII. Scope of Work
A. The intent of this contract is to provide for the construction, complete in every detail, of the
Work described in or reasonably inferred from the Contract Documents, at the Contract Price and within
the time established in the schedule. Contractor has the duty to determine the means, methods,
techniques, sequences and procedures required to complete the Interior Home Renovation as described
and inferred.
IX. Cutting and Patching
A. Contractor will ensure that cutting and patching required to make building parts fit together
properly is done by those skilled in the trade. Work completed by Contractor will have the neatly
finished appearance characteristic of professional grade construction.
B. The color, texture and planes between existing and new materials might not match exactly.
Contractor will use due diligence to create the best match possible. Owner acknowledges that patched
surfaces may be detectable when construction is complete.
X. Compliance with Law
A. Contractor and Owner mutually commit to use reasonable care to meet the Requirements of
state, federal and local Law when discharging their responsibilities under this agreement.
B. If Law enacted after the Contract Date changes the Scope of Work under this agreement,
Contractor and Owner will execute a Change Order adjusting the Contract Price and Contract Time to
accommodate the change in the Scope of Work.
XI. Permits and Fees
A. Contractor shall secure all permits, licenses and renewals required by government authority to
complete construction of the Interior Home Renovation. If permits are required for Subcontracted Work,
Subcontractors will secure those permits. Owner shall assist Contractor in responding to requests for
information from the permit -issuing authority. Contractor shall provide Owner a copy of each permit,
license and renewal issued by government authority for the Interior Home Renovation.
B. Owner will pay the building permit fee, Plan check fee, and charges levied by government for
testing, Inspection and Re -Inspection of the Interior Home Renovation.
C. Except as provided elsewhere in this agreement, Owner will pay all fees and application charges
imposed by government authority, including, but not limited to, grading permit fees, drainage permit
fees, traffic control charges, thoroughfare charges, impact fees, special district fees, sewer fees, water
fees, planning fees, school fees, elevator permit fees, charges for temporary access or use of the public
right of way, and charges for document processing, hearings, and certifications. Owner will also pay all
fees and application charges imposed by any association of property owners having authority over the
Job Site.
D. Except as provided elsewhere in this agreement, Owner will secure all approvals for the Interior
Home Renovation that are required by government authority, including planning, easements,
remediation, environmental, and zoning approvals.
XII. Owner's Responsibilities
A. Owner affirms that Owner has the right to enter into this agreement and has the right to contract
for construction of the Interior Home Renovation on the Job Site. Owner shall pay all taxes and
Page 3
assessments due on the Job Site during the period of construction and shall take all reasonable actions
required to protect marketable title to the Job Site.
B. On request of Contractor, Owner shall provide clear and convincing evidence that Owner has
access to funds committed to payment of the unpaid balance of the Contract Price. Owner shall inform
Contractor of any significant change in the availability of funds committed to make payments required
under the Contract Documents. Failure of Owner to comply with the terms of this paragraph shall
relieve Contractor of the obligation to begin or continue the Work.
C. Owner will not interfere with or permit others to interfere with, stop, hinder, or delay completion
of the Work by Contractor or Subcontractors except as provided under this agreement.
D. On written request from Contractor, Owner shall identify (1) The legal description of the
property being improved, (2) Whether there is a Surety Bond in effect on the improvement Project and,
if so, the name and last known address of the Surety and a copy of the Bond, and (3) Whether there are
any prior recorded liens or security interests on the real property being improved and, if so, the name
and address of the person having the lien or security interest.
XIII. Construction by Others
A. Owner shall neither hire nor retain Separate Contractors, Subcontractors, employees or agents of
Owner to perform Work on the Job Site while Work is being done under this agreement by Contractor.
XIV. Representations by Contractor
A. Owner has reported to Contractor all conditions known to Owner which may not be apparent to
Contractor and which might significantly increase cost of the Work or delay completion. These
concealed conditions include, but are not limited to, hazards on the Job Site, unsuitable soil conditions,
prior Defective Work of others, latent Defects in the Plans or Specifications, earlier attempts to do
Similar or related Work, and obligations imposed by government.
XV. Disclaimer by Owner, Reliance by Contractor
A. Owner has provided Contractor with information on subsurface or concealed conditions at the
Job Site. Except to the extent that Contractor knows this information to be false, Contractor is entitled to
rely on the accuracy of this information.
XVI. Discrepancy Between Plans and Field Conditions
A. If any concealed structure, water, power, waste, drain or gas line is uncovered or revealed during
construction which is not as indicated in the Contract Documents or is inconsistent with information
provided by Owner, Contractor shall promptly, and before any such structure or line is disturbed or
damaged (except in an Emergency), notify Owner. Contractor shall submit a Claim for a Change Order
which covers the additional cost incurred as a result of such structure, water, power, waste, drain, or gas
line uncovered or revealed during construction.
XVII. Differing Site Conditions
A. Contractor shall promptly, and before the conditions are disturbed, give a written notice to
Owner on encountering unforeseeable conditions adversely affecting the Work. Owner shall investigate
the site conditions promptly after receiving notice. If the conditions cause an increase in cost to
Contractor or the time required for performing any part of the Work and were not reasonably foreseeable
by an experienced Contractor, an equitable adjustment shall be made under this clause and the contract
modified in writing accordingly.
Page 4
B. If concealed or unanticipated conditions require a change in the Plans or Specifications, Owner
will issue a Change Order modifying the Contract Documents, Contract Price and Contract Completion
Date, if any.
C. Anything in this contract notwithstanding, Contractor is entitled to rely on express or implied
representations concerning site conditions made by Owner and those employed by Owner regardless of
whether those representations are made in Contract Documents or otherwise.
XVIII. Payment Plan
A. Owner will pay to Contractor the Contract Price in installments consisting of an initial payment,
progress payments, and a final payment on completion of the Work.
XIX. Initial Payment
A. Owner shall pay to Contractor $25,780.19 as an advance on the Contract Price.
B. 30 Days Prior to "Start Date"
XX. Progress Payments
A. Schedule of Progress Payments
1. Each progress payment will cover Work done during the pay period. The amount of each
progress payment will be based on the value of Work completed. If a progress payment would be due on
a legal holiday, the payment will be made on the last business Day before that holiday.
2. Progress payments will be made twice a month on the 1st Friday and the 3rd Friday of the
month.
B. Processing of Progress Payments
1. No less than 3 calendar days before each progress payment is due under the terms of this
contract, Contractor shall provide Owner with an application for payment (invoice) in a form which
complies with generally accepted trade practice.
2. Except as provided otherwise in this agreement, Owner shall pay the amount due within 3
calendar days after approval of any application for initial, progress or final payment.
3. The amount of each progress payment shall be based on the value of construction put in place
during the payment period as calculated from an approved Schedule of Values.
4. Unless otherwise provided in the Contract Documents, applications for payment may include, at
the option of Contractor, itemized charges for materials and equipment not yet incorporated in the Work
but delivered and suitably stored on the Job Site. Application for payment for stored materials and
equipment shall include a bill of sale or other confirmation that stored materials and equipment are the
property of Owner.
XXI. Retainage
A. Progress payments to Contractor shall be reduced by the amount set out in this contract for
Retainage. Except as otherwise provided in this agreement, all Retainage shall be released to Contractor
no later than 14 calendar days after Final Completion of Interior Home Renovation.
B. Except as otherwise provided in this agreement, Owner shall retain 10.00 percent of the total
amount due on progress payments.
XXII. Interest
Page 5
A. Payments due and not made shall bear interest from the date payment is due at the rate
established by Law.
XXIII. Liens and Waivers
A. Contractor will ensure that Subcontractors, tradesmen and Material Suppliers working under
direction of Contractor are paid when due to avoid the exercise of lien rights provided by state Law.
XXIV. Waivers of Lien
A. With each application for payment, Contractor shall provide to Owner (1) Conditional waivers of
lien from Contractor, from each Material Supplier, and from each Subcontractor to the Interior Home
Renovation confirming payment for all Work and materials covered by the application, and (2)
Certification from each Material Supplier and Subcontractor covered in a prior application for payment
that previous conditional waivers of lien have become unconditional. Waivers of liens shall be in a form
satisfactory to Owner, title insurer, and lenders. Contractor shall furnish any supplemental waivers of
lien as may be reasonably required by Owner, title insurer, or lenders. Conditional waivers of lien
become unconditional on receipt of the payment which is requested.
XXV. Details on Lien Claims
A. On request of Contractor, Owner shall provide to Contractor a legal description of the Site and
all information about the Interior Home Renovation as may be required by Contractor, Subcontractors,
Material Suppliers, or tradesmen to enforce lien rights in Florida.
XXVI. Grounds for Withholding Payment
A. Owner may withhold payment due Contractor for Defective Work which has not been corrected
in compliance with terms of this agreement.
B. Owner may withhold from payments due Contractor a sum adequate to reimburse Owner for any
damage suffered by Owner or for which Owner may be liable and which was caused by an act or neglect
of Contractor or by anyone for whom Contractor may be liable. Damage to Owner shall not constitute
grounds to withhold payment if Contractor has insurance coverage which would prevent loss to Owner
from the damage claimed.
XXVII.Final Payment
A. Contractor will submit an application for final payment to Owner when the Work has been
completed in compliance with the Contract Documents. If Owner agrees that Work has been completed,
payment is due Contractor for the entire unpaid balance of the contract amount (including any
Retainage).
B. Making of final payment constitutes waiver of all Claims by Owner against Contractor except
those Claims previously made in writing and delivered to Contractor and those obligations otherwise
provided by this agreement or by operation of Law.
C. The acceptance of final payment by Contractor shall constitute a release by Contractor of known
Claims against Owner arising out of this contract except those Claims which (1) Have been made in
writing and identified by Contractor as not having been settled at that time, or (2) Are based on fraud or
misconduct by Owner.
D. Owner has no obligation to make final payment until all Punch List items have been
satisfactorily completed unless Owner agrees to accept a certified check equal to the value of any
uncompleted Work.
Page 6
E. Owner will notify Contractor of the date when notice of Final Completion is recorded.
F. If completion of the Work is delayed unreasonably at no fault of Contractor, Contractor shall be
entitled to final payment for all Work completed (including Retainage) without prejudice to the right of
Contractor to complete the Interior Home Renovation at a later date and without prejudice to the right of
Owner to make Claims against Contractor for Defects in Work completed.
XXVIII.Changes in the Work
A. Except as provided elsewhere in this agreement, no change to this contract (including
modification, clarification, interpretation or correction of the Plans or Specifications) shall be made
without mutual agreement and a written Change Order signed by Contractor and Owner identifying the
change, the cost of the change, and the effect on Project schedule, if any.
B. Any change in Plans, Specifications or Contract Documents necessary to conform to existing or
future Laws, codes, ordinances or regulations shall be considered Extra Work.
C. The charge for Extra Work shall be the normal selling price Contractor charges for Similar
changes on other jobs.
D. Contractor is authorized to make minor changes in the Work which are in the interest of Owner,
do not materially alter the quality or performance of the Work, and do not affect the cost or time of
performance, and comply with applicable Laws, codes, ordinances and regulations. Contractor will
inform Owner of each minor change made in the Work.
E. Other clauses in this agreement notwithstanding, there will be no reduction in the value of the
Work without a written Change Order.
F. Notwithstanding any provision in this agreement to the contrary, Contractor shall be entitled to
payment for Extra Work and an extension of the Contract Completion Date if acts or omissions of
Owner, anyone acting on behalf of Owner or government authority, whether written or oral, explicit or
implied, modify the Contract Documents or methods of the Work and thereby increase cost to
Contractor or delay the Contract Completion Date.
XXIX. Cooperation of the Parties
A. Both Contractor and Owner pledge that their relations will be conducted with courtesy and
consideration in an environment characterized by mutual respect. Owner pledges to respond promptly to
requests by Contractor for guidance, assistance and payments when due and agrees to extend to
Contractor the deference and latitude a dedicated professional deserves. Contractor pledges to commit
the skill and resources required to complete the Interior Home Renovation in a manner that complies
with both the letter and spirit of the Contract Documents and enhances the reputation of Contractor for
dependability and professionalism.
XXX. Call -Backs
A. On written notice from Owner within 90 calendar days after Substantial Completion (the call-
back period), Contractor shall promptly repair or replace any portion of the Work which becomes
Defective due to faulty materials or workmanship.
B. The obligation of Contractor to repair or replace Defects due to faulty materials or workmanship
during the call-back period is in addition to and does not limit any other remedy Owner may have under
the Contract Documents, Law, or any warranty provided by Contractor or others. This call-back remedy
does not limit the liability of Contractor for Defective Work or limit the time within which proceedings
may be commenced to enforce rights and obligations under this agreement.
Page 7
C. Failure of Owner to give notice of a Defect within the call-back period constitutes a waiver of
rights to repair or replacement of that Defect.
XXXI. Warranty
Contractor warrants that the Work shall be free of Defects due to faulty material or workmanship for the
period specified in this agreement.
A. General Requirements
1. Except as otherwise provided in this agreement, the warranty period shall begin from the date of
Substantial Completion.
2. Work done by Contractor in compliance with warranty provisions of this agreement does not
extend the period of the warranty.
3. Contractor shall deliver to Owner all warranties provided by vendors and manufacturers of
materials and equipment used to complete the Interior Home Renovation. Contractor shall have no
obligation under warranties provided by others except to render any assistance that Owner may require
in enforcing the terms of those warranties.
4. Except as provided in this agreement, and to the extent permitted by Law, Contractor disclaims
all warranties, whether express or implied, whether of fitness for purpose, merchantability, habitability
or workmanlike completion.
5. Failure of Owner to give notice of a breach of warranty within the warranty period constitutes a
waiver of the right to repair or replacement by Contractor.
6. To make a warranty Claim under this agreement, Owner must send a clear and specific written
complaint to Contractor at the following address within 60 calendar days of discovering Defects, unless
otherwise specified in the list of items covered under this warranty. Contractor shall make repairs,
replacements and corrections promptly and at no expense to Owner.
OZ Construction Services Inc.
3642 SW 14 St
Miami , Florida 33145
7. Upon receipt of written notification, Contractor must notify Owner within 30 calendar days of a
disputed Claim. Contractor and Owner agree to a dispute resolution process as specified in the Contract
Documents. Under the Magnuson -Moss Warranty Act and under this warranty, suit may not be filed
against Contractor until the Claim has been submitted for informal dispute settlement and a decision has
been reached, or a waiting period of 40 calendar days has been exceeded for a decision, following the
submission of a request for warranty repair, whichever comes first. State or federal Laws may permit
filing a suit without the waiting period, despite the terms of this agreement.
8. Owner must provide Contractor with reasonable access during the Work Day to perform
obligations created by this warranty. If Owner fails to provide access, Contractor is relieved of the
obligation to make repairs for which access has been denied.
9. Upon repair or replacement of the Defect, Owner must sign and deliver to Contractor a full
release of all legal obligations with respect to the Defect.
B. Basic Warranty Coverage
1. Warranty on Resilient Flooring
a) It is a breach of warranty if, during the first 180 days, cracks, separation, or unevenness in a
Page 8
resilient floor are more than 1/4 inch wide or have more than 1/16 inch in vertical displacement over
more than 12 inches in length. Flooring Defects are often caused by irregularities in a concrete slab or
subflooring. Irregular surfaces should be skim coated with a leveling compound to ensure smooth finish
flooring with good adhesive characteristics. Flooring Defects that result from failure of Owner to follow
a recommendation of Contractor are not covered under this warranty. Any crack, separation, or
unevenness that results from abuse or improper maintenance, or that occurs within 2 inches of the
perimeter of the room is not covered under this warranty.
b) It is a breach of warranty if vinyl flooring develops surface bubbles more than 1/16 inch higher
than adjacent surfaces during the first 180 days. Contractor may puncture vinyl flooring material to
release trapped air as part of the repair. Defects that result from abuse, impact, modification, normal
wear, or improper maintenance are not covered under this warranty. Fading, slip resistance, abrasion
resistance, stain resistance, freeze -thaw stability, durability, compressive strength, moisture sensitivity
and texture retention of vinyl or resilient flooring may be covered under the manufacturer's warranty, but
are not covered under this warranty. Removing mold from vinyl floor materials is a part of normal
building maintenance and is not covered under this warranty.
c) Joints are required in resilient sheet flooring when room dimensions exceed roll widths. It is a
breach of warranty if, during the first 180 days, joints in resilient flooring leave a gap between pieces of
more than 1/8 inch and more than 12 inches long. The visibility of joints in resilient flooring may be
exaggerated by the color, pattern, and texture of the material, and by reflected light, such as from a large
window. Defects that result from abuse, modification, or improper maintenance are not covered under
this warranty.
d) It is a breach of warranty if, during the first 180 days, resilient flooring is found to be installed
with stains, discoloration or faded colors. Stain resistance does not mean that resilient flooring won't
stain. Staining and loss of gloss can result from normal use and is not necessarily an indicator of
Defective material or workmanship. It is normal for resilient flooring to vary slightly from display
Samples in color and texture. Display Samples come from different dye lots and may be used for many
years. Over time, color, texture, and feel of the Sample may change with handling. The color and gloss
of resilient flooring can fade under sunlight and traffic. Slight variations are common within a specified
color or pattern. Variations will be greater when material is selected from differing dye lots.
Manufacturing Defects may be covered under the manufacturer's warranty, but are not covered under
this warranty.
e) It is a breach of warranty if resilient flooring is found to be installed out of compliance with the
recommendations of the manufacturer during the first 180 days. All manufacturers recommend that the
surface on which resilient flooring is laid be free of bumps, protrusions, or irregularities such as
fasteners, loose knots, or free aggregate. Defects that result from sharp objects such as spike heel shoes
or roller blades, moisture, hydrostatic pressure, alkali in the subfloor, heavy sunlight penetration,
ultraviolet ray exposure, pallet jack or fork lift traffic, or contact with caustic or corrosive liquids, are
not covered under this warranty. The flooring manufacturer may offer a warranty against premature
wear or fading. Premature wear and fading are not covered under this warranty.
2. Warranty on Lighting
a) It is a breach of warranty if, during the first 180 days, a lighting fixture becomes discolored or
fails to operate normally due to faulty Installation by Contractor. Defects in lighting fixtures caused by
abuse, improper maintenance, or exceeding the recommended maximum bulb wattage are not covered
under this warranty.
3. Warranty on Plumbing Systems
Page 9
a) It is a breach of warranty if a water supply, drain, or vent line to a plumbing fixture develops a
leak during the first 180 days due to a Defect in materials or workmanship. It is a breach of warranty if,
during the first 180 days, a plumbing fixture is found to be installed out of compliance with either the
recommendations of the manufacturer or the building Plans or Requirements of the building code.
Inspection and maintenance of caulking and sealants around plumbing fixtures is a part of normal
building maintenance, and is not covered under this warranty. Defects that result from abuse,
condensation, modification, the shrinkage of materials as they age, or improper maintenance are not
covered under this warranty.
b) It is a breach of warranty if, during the first 180 days, any part of the plumbing system fails to
deliver water or discharge wastes due to a Defect in materials or workmanship or failure of Contractor to
comply with the applicable plumbing code or building Plans. Any plumbing vent or waste line can be
obstructed by frost or debris. Removing frost and debris from vent lines is a part of normal building
maintenance, and is not covered under this warranty. Defects in plumbing supply, waste, or vent lines
that result from abuse, modification, or improper maintenance are not covered under this warranty.
c) It is a breach of warranty if, during the first 180 days, a faucet, plumbing fixture or valve runs or
drips when fully closed or turned off. Defects that result from abuse, modification, or improper
maintenance are not covered under this warranty.
d) It is a breach of warranty if, during the first 180 days, plumbing fixtures, fittings or trim are
found to be installed out of compliance with recommendations of the manufacturer or out of compliance
with the plumbing code. Flaws in the appearance or performance of plumbing fixtures, fittings or trim
may be covered under the manufacturer's warranty, but are not covered under this warranty. Defects that
result from abuse, improper maintenance, or modification are not covered under this warranty.
e) It is a breach of warranty if plumbing supply lines are found to be out of compliance with
approved Plans or the building code during the first 180 days. Severe weather can cause any plumbing
supply line to freeze and burst. Defects in plumbing supply lines caused by cold weather are not covered
under this warranty. When temperature of the building envelope is not controlled during cold weather,
ifs a normal part of building maintenance to close the main supply value and drain water from the
supply system. Exterior hose bibs should have garden hoses disconnected and drained. Valves for
exterior hose bibs should be left open. Interior valves should be shut off. Defects in plumbing supply
lines caused by abuse, modification, or improper maintenance are not covered under this warranty.
f) Certain combinations of temperature and indoor humidity may naturally cause condensation to
accumulate on pipes and plumbing fixtures. Eliminate excess condensation by increasing ventilation,
controlling humidity, or insulating the pipes affected. Accumulation of condensation on plumbing pipes
and fixtures is not a Defect and is not covered under this warranty.
g) All plumbing drain and waste lines can be obstructed by excessively large or dense objects, by
the invasion of roots, or by backup of the public or private sewer. Keeping plumbing drain and waste
lines free of obstructions is a part of normal building maintenance, and is not covered under this
warranty. It is a breach of warranty if plumbing drain, waste, or vent lines are found to be installed out
of compliance with the applicable plumbing code or out of compliance with the building Plans during
the first 180 days. The following constitute abuse or improper maintenance of plumbing drain or waste
lines, and are not covered under this warranty: (1) Use that exceeds that design standards of the system,
(2) Disposing of non -biodegradable items through the system, (3) Connecting the system to a sump
pump, roof drain, or backwash from a water conditioner or pool filter, (4) Covering a leach field with a
surface that is impermeable to water, (5) Driving or parking vehicles over the leach field, and (6) Failing
to periodically pump the septic tank.
Page 10
h) It is normal to hear the sound of water flowing through drain and supply pipes. It is also normal
to hear the sound of pipe expanding or contracting slightly in response to heat or cold. Water hammer is
a sudden thump or banging in water supply lines that occurs'when water flow to a faucet or fixture stops
abruptly. Water hammer can do serious damage to a plumbing system, especially when water at high
pressure is shut off very quickly, such as with an automatic valve. A plumbing system subject to water
hammer should be designed with a pressure -regulating valve or an air chamber to reduce the noise and
potential for damage from water hammer. Failure to install a pressure -regulating valve or an air chamber
is not a breach of warranty if the valve or chamber is not part of the contract and is not required by the
building code. The sound of water hammer will be obvious to anyone present in the building.
Progressive damage from an obvious water hammer problem is not covered under this warranty. On
request, Contractor will suggest a remedy for water hammer and quote a price for taking preventative
measures.
i) It is a breach of warranty if a faucet, shower head, or plumbing fixture is found to be installed
out of compliance with the applicable code or the building Plans during the first 180 days. Low water
pressure may cause reduced flow through any plumbing fixture. Water pressure varies in public water
systems and may be low at times of peak demand or when flow is reduced in water mains. Some
municipal codes require that plumbing fixtures, including faucets and shower heads, be equipped with
flow control devices to conserve water. Inadequate water flow at points of supply due to either low
water pressure at the main or government regulation is not covered under this warranty.
j) It is a breach of warranty if, during the first 180 days, a bathtub or shower enclosure is found to
be installed out of compliance with either the building code or the manufacturer's recommendations.
Ensure that bathtub and shower enclosures are free of any chip, crack, scratch, blemish, or Defect at
Installation, and document any concerns. After Substantial Completion, only Defects resulting from
faulty workmanship of Contractor are covered under this warranty. Manufacturing Defects in bathtubs
and shower enclosures may be covered under the manufacturer's warranty, but are not covered under this
warranty. Bathtubs are heavy when filled and may cause the framing to flex and creak, even when
installed in compliance with both the manufacturer's instructions and the building code. Flexing and
creaking are not signs of failure, and are not covered under this warranty.
II. Contractor Claims
A. If Contractor claims that any instruction, Drawing, act or omission of Owner or any
representative of Owner, or any agency of government, increases costs to Contractor, requires extra time
or changes the Scope of Work, Contractor shall have the right to assert a Claim for such costs or time.
B. Unresolved Claims or disputes shall not cause Contractor to delay or suspend Work or for Owner
to delay or suspend payments as provided by this agreement. Continued performance by Contractor shall
not be deemed a waiver of any Claim for additional compensation or an extension of Time for
Completion. Contractor shall cooperate with Owner and representatives of Owner to mitigate potential
damages, delay and other adverse consequences arising out of the condition which is the subject of the
Claim.
III. Arbitration
A. Any controversy or Claim arising out of or relating to this contract or contract warranty or the
breach thereof which cannot be resolved by mediations shall be settled by arbitration. Any judgment on
the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof.
1. Any controversy or Claim arising out of or relating to this contract or contract warranty or the
breach thereof or a Change Order or addendum to this contract which cannot be resolved by mediations
Page 11
shall be settled by arbitration administered by the American Arbitration Association under its
Construction Industry Arbitration Rules, and judgment on the award rendered by the arbitrator(s) may
be entered in any court having jurisdiction thereof.
B. If a dispute arises out of or relates to this contract or contract warranty, or the breach thereof, and
if the dispute cannot be settled through negotiation, the Parties agree, in good faith, to first try settling
the dispute by mediation administered by the American Arbitration Association under its Construction
Industry Mediation Procedures before resorting to arbitration, litigation, or any other dispute resolution
procedure.
IV. Insurance
A. General Requirements
1. Contractor shall carry workers' compensation insurance and public liability insurance as required
by Law and regulation for the protection of Contractor and Owner during progress of the Work.
V. Dealing With Plan Defects
A. Unless an item shown or described in the Contract Documents is specifically identified as not a
part of the contract or is identified as being furnished or installed by anyone other than Contractor, the
obligation of Contractor shall be to furnish, assemble, install, finish and connect each item identified in
the Contract Documents. Work not described in the Contract Documents is not part of the Interior Home
Renovation unless it is: (1) Consistent with the purpose of the Contract Documents, (2) Reasonably
inferable from the Contract Documents, and (3) Necessary to produce a functionally complete structure
ready for the anticipated use in all respects.
B. If inconsistent, the construction Drawings take precedence over the Specifications.
C. Except as specifically provided elsewhere in this agreement, inconsistencies shall be resolved by
giving precedence to the more restrictive, higher quality, more demanding provision in codes, safety
orders, Contract Documents, referenced manufacturers' specifications, and industry standards.
D. Pending clarification by Owner, Contractor shall perform no Work on any portion of the Interior
Home Renovation requiring an interpretation of the Contract Documents. Contractor has no liability for
Work done before discovering the need for interpretation so long as that Work was done in good faith
reliance on one of the Contract Documents.
Chapter 558 Notice of Claim
CHAPTER 558, FLORIDA STATUTES, CONTAINS IMPORTANT REQUIREMENTS YOU MUST
FOLLOW BEFORE YOU MAY BRING ANY LEGAL ACTION FOR AN ALLEGED
CONSTRUCTION DEFECT. SIXTY DAYS BEFORE YOU BRING ANY LEGAL ACTION, YOU
MUST DELIVER TO THE OTHER PARTY TO THIS CONTRACT A WRITTEN NOTICE,
REFERRING TO CHAPTER 558, OF ANY CONSTRUCTION CONDITIONS YOU ALLEGE ARE
DEFECTIVE AND PROVIDE SUCH PERSON THE OPPORTUNITY TO INSPECT THE ALLEGED
CONSTRUCTION DEFECTS AND TO CONSIDER MAKING AN OFFER TO REPAIR OR PAY
FOR THE ALLEGED CONSTRUCTION DEFECTS. YOU ARE NOT OBLIGATED TO ACCEPT
ANY OFFER WHICH MAY BE MADE. THERE ARE STRICT DEADLINES AND PROCEDURES
UNDER THIS FLORIDA LAW WHICH MUST BE MET AND FOLLOWED TO PROTECT YOUR
INTERESTS.
FLORIDA HOMEOWNER'S CONSTRUCTION RECOVERY FUND
PAYMENT MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS' CONSTRUCTION
Page 12
RECOVERY FUND IF YOU LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT,
WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY A
LICENSED CONTRACTOR. FOR INFORMATION ABOUT THE RECOVERY FUND AND
FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION INDUSTRY LICENSING
BOARD AT THE FOLLOWING TELEPHONE NUMBER AND ADDRESS:
DIVISION OF PROFESSIONS
CONSTRUCTION INDUSTRY LICENSING BOARD
1940 NORTH MONROE STREET
TALLAHASSEE, FL 32399
PHONE: 850.487.1395
EMAIL: CALL.CENTER@DBPR.STATE.FL.US
Notice Required by Florida Statutes Section 558.005
ANY CLAIMS FOR CONSTRUCTION DEFECTS ARE SUBJECT TO THE NOTICE AND CURE
PROVISIONS OF CHAPTER 558, FLORIDA STATUTES.
Page 13
Signatures
The signatures that follow constitute confirmation by those signing that they have examined and
understand the Contract Documents and agree to be bound by the terms of these documents.
If this contract is not signed by Contractor at the time it is signed by Owner, Contractor shall, within 15
days thereafter, either give Owner written notice of rejection of the contract or sign the contract and
supply owner with copy of the signed contract. The notice of rejection or signed contract will be
delivered to Owner either personally or by certified or registered mail. In case of rejection, any payment
made by Owner will be returned with the notice of rejection.
This agreement is entered into as of the date written below.
Glenn Daidone, 0
Signature`) ,,
6-N/✓ � GZic.,4--
(Printed Name)
(Signature)
(Print, N
OZ CInc., Contractor
(Signature
T
(Printed ame and Title) l
.2.0A,'
(Date)
(Date)
Page 14
,rECTION RECORD
aRES
Miarni Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138-0000
Phone: (305)795-2204 Fax: (305)756-8972
POST ON SITE
Permit NO. RC -12-15-3076
Permit Type: Residential Construction
Work Classification: Garage Enclosure
Issue Date: 3/11/2016
Expires: 09/07/2016
INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.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
Parcel #:1132060135360
Owner's Name: GLENN DAIDONE
Job Address: 339 NE 100 Street
Miami Shores. FL
Bond Number: 3013
Contractor(s) Phone
OZ CONSTRUCTION SERVICES GF (786)467-7200
Primary Contractor
Yes
/4// c /.
weufgod
gut,
4
wt s ((C'
raw
Owner's Phone: (305)788-2711
Total Square Feet: 1050
Total Job Valuation: $ 83,500.00
7/HJ+""it/J7/!J/7D/U7F,�`3J/4011),,,, f/
WORK IS ALLOWED MONDAY THROUGH SATURDAY,
7:30AM - 6:OOPM. NO WORK IS ALLOWED ON
SUNDAY OR HOLIDAYS.
BUILDING INSPECTIONS ARE DONE MONDAY
THROUGH THURSDAY. ROOFING INSPECTIONS ARE
DONE MONDAY THROUGH FRIDAY. NO BUILDING
INSPECTIONS DONE ON FRIDAY.
IA, Cat
s R, 5—/
cy4-,
a , Iitf S dec7rai
6/416
N
THE E
THE B
REOUIR
Cx t l
r
•
•
S ULA -T2-0---
lA-`" 2-'+�
PNR4f
4 DECIA
TION WILL BE MADE ES3 T
IT APVANR�,�� SI$}Il T ��
AL IT ALL 3
D TO ALLOW INSPECTION
stwite
GAR DI PLA ANDPS
I SCE.S H ,
BLE F .R EXPENSE ENTAILED IN THE EE OVAL OR R
11
AILABLE. IT IS
NEITHER
OF A " AERIAL
FA LURE TO __..-OR A NOTICE OF
C I NCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO Y+► UR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
;NTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF
COMMENCEMENT.
FIRE
INSPECTION
Final Sprinkler
Final Alarm
FINAL
DATE
INSP
/76541110 -Li 6-
yg, / v tE. � p- /�S�4i3Ci�� �v C&'/,
INSPECTION RECQRD - ser \
RAL
tris
INSPECTION
Foundation
Stemwall
Slab44-.04)y-ev4s0.
Columns (1st Lift) C
Columns (2nd Lift)
ZONING
INSPECTION DATE INSP
Zoning Final
Tie Beam
Truss/Rafters
Roof Sheathing
Bucks
Windows/Doors
Interior Framing
Insulation
42.
Ceiling Grid
"- Drywall
Firewall
C
6b
6/)
'l6
Wire Lath
Pool Steel
Pool Deck
Final Pool
Final Fence
Screen Enclosure
Driveway
Driveway Base
Tin Cap
Roof in Progress
Mop in Progress
Final Roof
gkuittere 4tt�rhrnant
Final Shutters
Rails and Guardrails
ADA com.!iance
DOCUMENTS
Soil Bearing Cert
ZONING COMMENTS
ELECTRICAL
INSPECTION
Temporary Pole
30 Day Temporary
Pent Bonding
!Pool Deck Bonding
Pool Wet Niche
Under. round
Footer Ground
DATE INSP
Rough
TV Rou.h
TV Final
Cable Roush
Cahln Fina!
Atarm noug
Alarm Final
--4 Fire Alarm Rough
Soil Treatment Cert
Floor Elevation Survey
Reinf Unit Mas Cert
Insulation Certificate
Spot Survey
Final Survey
Truss Certification
Fire Alarm Final
Service Work With
FINAL
ELECTRICAL COMMENTS
STRUCTURAL COMMENTS
PLUMBING
INSPECTION
DATE
IN
Rough
32-/&
/9
Water Service
2`d Rough
/
Top Out
--
��,
Fire Sprinklers
Septic Tank
Sewer Hook -tip
Roof Drains
Gas
LP Tank
Well
Lawn S•rinklers
Main Drain
Pool Pi.in•
Backflow Preventor
Interceptor
Catch Basins
Condensate Drains
HRS Final
I
FINAL /1 ?`/i
PLUMBING C R MMENTS
MECHANICAL
INSPECTION
DATE
INSP
Underground Pipe
i.
��
Rough �V `�
1
7entilation Rough
Hood Rough
Pressure Test
_�
Final Hood
Final Ventilation
Final Pool Heater
Final Vacuum
' \ 1
FINAL
MECHANICAL COMMENTS
Certificate of Completion
Miami Shores Village
10050 NE 2 Ave, Miami Shores FL, 33138
Tel: 305-795-2204 Fax: 305-756-8972
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:
Square Footage
Description of
Work
Date Issued
Occupancy
Load
Occupancy
Type
Not Transferable
POST IN A CONSPICUOUS PLACE
(.4.)--uNj
c�S--— /
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
CERTIFICATE OF OCCUPANCY/COMPLETION
CHECK LIST
Building permit card.
()N1 f t.0✓Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended
setbacks from property lines and other existing structures. Ingress+ Egress, required parking
spaces, Wheel stops, stripping, and all paving to exterior.
Certificate of Elevation — (Sealed by surveyor). Expiration date required on the form.
Certificate of Insulation.
Certificate of Soil Treatment (Final treatment -original)\
(7ti1 L /CHAPTER 2913-5 TERMITE PROTECTION: "This Building has received a complete treatment
for the prevention of subterranean termites. Treatment is in accordance with the rules and
lawn as established by the Florida Department of Agriculture and Consumer Services."
Health Department Approval Letter (On septic or private water).
Note: If the house is on septic tank, approval letter is required from Health Dpt.
Soil Compaction Letter (Density report is required)
ON) r1��✓ Final certification letter from the Engineer/Architect (on masonry, trusses, special structure, etc)
Backflow preventor certificate (Required on commercial projects only)
PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO
• Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00.
• Temporary CO (Up to 90 days max) $75.00.
• Residential CO fee is $150.00
• Commercial CO is $200.00
REV (2/18/2010)
ttyi
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
340
Inspection Number: INSP-272487 Permit Number: RC -12-15-3076
Scheduled Inspection Date: December 07, 2016
Inspector: Naranjo, Ismael
Owner: DAIDONE, GLENN
Job Address: 339 NE 100 Street
Miami Shores, FL
Project: <NONE>
Contractor: OZ CONSTRUCTION SERVICES GROUP, INC
Permit Type: Residential Construction
Inspection Type: Final
Work Classification: Garage Enclosure
Phone Number (305)788-2711
Parcel Number 1132060135360
Phone: (786)467-7200
Building Department Comments
RESIDENTIAL REMODEL, ADDING BATHROOM,
GARAGE & PORCH ENCLOSURE
Infractio Passed Comments
INSPECTOR COMMENTS
False
Passed
Failed
Correction
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
Inspector Comments
e,
fielt/i20( (e/17/".
Ply
L7
December 06, 2016
For Inspections please call: (305)762-4949
Page 22 of 29
Ezte m4€ate41 ea.
468 E. 9 STREET HIALEAH, FL 33010
P.O. BOX 1418 HIALEAH, FL 33011-1418
PHONE: (305) 885-4966 FAX: (305) 885-4969
Notice of Preventative Treatment for Termites
(As required by Florida Building Code (FBC) 104.2.6)
33g IUB.. 100
Strut , M►crn, sho►u-s Yt
!i' IW1Li
Date
'--Pre,M
Product Used
05 1.
Percent Concentration
Address of Treatment or Lot/Block of Treatment
I Q:OO ann
Time
h_rn oda Jopri cI
Chemical used (active ingredient)
Area treated
Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area)
As per 104.2.6 - If soil chemical barrier method for termite prevention is used, final exterior
treatment shall be completed prior to final building approval.
If this notice is for the final exterior treatment, initial and date this line
Authorized Signature
P1.Coma
s.
Applicator
Number of gallons applied
7S U)
Linear feet treated
r2_1512oiuS)
CESAR M. CANO AMA
architect
Letter
November 29th, 2015
To: Village of Miami Shores
Building Department
10050 NE 2nd Ave
Miami Shores, FL 33138
Re: Interior Remodeling in a Residence
Located at
339 NE 100 ST, Miami Shores, FL 33138
4906 Campo Sano Ct.
Coral Gables, FL 33146
Phone (305) 740 7929
Fax (305) 740 7929
Permit #: RC12-15-307
Dear Sir or Madam:
This letter is to confirm that the work performed under the scope of work for this permit was done
according to the plans and in compliance with the FBC 2014 Residential Edition and Existing building.
Should you have any questions, or need additional information, please do not hesitate to contact me.
Sincerely
Cesar M. Cano A.I.A.
1 of 1
CESAR M. CANO A.I.A.
architect
Letter
May 30th, 2015
To: Village of Miami Shores
Building Department
10050 NE 2nd Ave
Miami Shores, FL 33138
Re: Interior Remodeling in a Residence
Located at
339 NE 100 ST, Miami Shores, FL 33138
Permit#: RC12-15-30768 REV5-16-1247
Dear Sir or Madam:
4906 Campo Sano Ct.
Coral Gables, FL 33146
Phone (305) 740 7929
Fax (305) 740 7929
To the best of my knowledge, belief and professional judgment the installation of the metal beam to
support the existing wood ceiling joists was performed according to the plans under the above permit
numbers and the FBC 2014 Residential and existing building 5th Edition as described below.
Metal beam was properly welded to the metal column and plate. Beam plate was installed with 5/8"
expansion bolts into the existing concrete tie beam. Hangers were properly welded to the metal beam.
In addition, the splicing of the existing wood joists was done properly.
To the best of my knowledge, belief and professional judgment the work was performed according to
the plans under the above permit numbers and the FBC 2014 Residential and existing building 5th Edition.
Should you have any questions, or need additional information, please do not hesitate to contact me.
Sincerely
Cesar M. Cano A.I.A.
1 of 1
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
nspection Number: INSP-272511 Permit Number: RC -12-15-3076
Inspection Date: December 06, 2016
Inspector: Dacquisto, David
Owner: DAIDONE, GLENN
Job Address: 339 NE 100 Street
Miami Shores, FL
Project: <NONE>
Contractor: OZ CONSTRUCTION SERVICES GROUP, INC
Permit Type: Residential Construction
Inspection Type: Survey Final
Work Classification: Garage Enclosure
Phone Number (305)788-2711
Parcel Number 1132060135360
Phone: (786)467-7200
Building Department Comments
RESIDENTIAL REMODEL, ADDING BATHROOM,
GARAGE & PORCH ENCLOSURE
Infractio Passed Comments
INSPECTOR COMMENTS False
Passed � / %,
0/00
Inspector Comments
Failed
Correction
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled
re -inspection fee is paid.
until
For Inspections please call: (305)762-4949
December 06, 2016
Page 1 of 1
BLOCK CORNER
F.I.P. 1/2
(P.I.)
N.E. 3rd AVENUE
F.I.P. 1/2"o
15' ALLEY
(PLAT)
N90° 00' 00"E 1
10' ASPHALT PAVEMENT
75.00'
0
0
3i
F.I.P. 1 12"0
LOT -16
BLOCK -39
9.94' '
0.59' CLQ
bN,
O
0Zsi
ox
2.49' CL—=
9.86'
x
WING
WALL
\— C.L. F.
c
U
N
LOT LINE
(TYP.)
STEPS
419
///• /.Z/%% //
/
LOT -17
BLOCK -39
ONE STORY
RESIDENCE
# 3391
LL// /PA9i�/iii/// AA /iY/ 9i///
PORCH El WING
10.7'I
CONCRETE. coo
DRIVEWAY I •
0)
0)
N
16.5' 11.5'
1
J
25.00' 7
ON
6' W/F
WEST 1/2
OF LOT 18
WALL
11.5' \ 15'
REMAINDER
LOT -18
BLOCK -39
ON
10.63'
200.00' (P)(M)
F.I.P.
1/2"0
1190° 00'00"I °
0
I0
N
M
11.5'
23'
PARKWAY
N.E. 100th STREET
11.5'
0
N
r')
25.00' 1
5' tONC. SDWK.
F.I.P. 1 /2"0
19' ASPHALT PAVEMENT
(75.00' TOTAL RIGHT—OF—WAY)(PLAT)
Bearing, if any, shown based on Assumed Meridian (reference) NORTH R N90° 00' 00"E
LOT •LINE
LOT -19
BLOCK -39
am S''icres Village
An,, _ E ` BY
ZO' J _-
DEPT
r
SLBJECT O C( MP1.L NCE WI rH ALL FEDERAL
STATE AN.) CC UN 17 r{LL.LS AND REGULATIONS
This property described as:
Lot 17, and the West 1/2 of Lot 18, Block 39,
AN AMENDED PLAT OF MIAMI SHORES
SECTION No. 1,
according to the Plat thereof
as recorded in Plat Book 10, Page 70,
of the Public Records of Miami -Dade County, Florida.
Certified to:
Glenn Daidone
Address:
339 N.E. 100th Street, Miami Shores, FL 33138
"THIS SURVEY DECLARATION IS MADE ON THE FIELD
DATE INDICATED, TO THE OWNER(S) LISTED. IT IS NOT
TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR
SUBSEQUENT OWNERS."
V
v-E^w
c§U
0
,S,4
i m
wt2
: «v
c
m
'c
r; .2
m�,�•- w
E o m T 3
R
il. m v J i
VOggc0'
E ° o
01311. °,
1111E1, 0mEyc°,
99 0 w c m 0
y o m.8 w m p
=SLZP:i;1
m 1 2 w- 8
�� w E-
0; g24g4 8
mi°20mmv
o E m 2 w m 8 c
S8-0 m 0 8 F c
w m
3Q8E°mg§
a am o o
0.c 0 m m m
200 E�
E,Qm°m�E-g
c w W m E -gc
L ^-f=1X _
REVISIONS:
LEGEND
A =Arc
ASPH =Asphalt
BM = Bench Mark
BRG =Bearing
CATV = Cable TV
CB = Catch basin
CBS = Concrete Block Structure
CH = Chord
Chatta.= Chattahoochee
= Center Line
CLF = Chain Link Fence
CL. = Clear
CONC. Concrete
D = Delta
0 = Diameter
DH = Drill Hole
DME = Drainage & Maintenance
Easement
E.B. = Electric Box
Enc. = Encroachment
F.F. = Finish Floor
F.H. = Fire Hydrant
F.I.R. = Found Iron Rebar
FPL = Florida Power & Light
F.I.P. = Found Iron Pipe
FD. = Found
L.P. = Light Pole
M = Measured
M.F. = Metal Fence
M.H. = Manhole
= Monument Line
MON. = Monument
N/A = Not Applicable
N/D = Nail & Disc
NTS = Not to Scale
o/S = Offset
O.U.L. = Overhead Utility Lines
OH = Overhang
P = Plat
PB = Plat Book
PC = Point3of Curvature
P4•Ir.tpcW of Compound
• urvature
PCP = Permanent Control Pdint
PG: ••Pa •
= Pdtnt of InterstetiErf • •
E = eroperty Line• •
PL • �I2nter • •
P.OB. = Poir a of Beginning
P.O.C. _ i'omt of Commenremerk
P.P. • s Mower Pole
P.R•14 %Permanent Rete?epie•
Monument •
P.R.C. = mint of Reverse '
Cyjvature•
PT • •igoir*of Tangency
R • =Radius ' •
R/R •aliailroad . •
PSN, .IIhofctsional Surveyor
Mapper
RNV = Right -of -Way
SWK = Sidewalk
Sec. = Section
gyp) = Typical
T = Tangent
U.E. = Utility Easement
W.F. = Wood Fence
W.M. = Water Meter
W.V.1= Water Valve
=- Denotes Spot
Elevations Taken
FLOOD ZONE
X
COMM. No.
120652
PANEL No.
0302
SUFFIX:
L
F.I.R.M.DATE
09/11/09
F.I.R.M.INDEX
09/11/09
BASE ELEV.
+ N/A N.G.V.D.
Not valid unless
it bears the
signature and the
original raised seal
of Florida licensed
Surveyor and
Mapper.
BOUNDARY SURVEY.
I HEREBY CERTIFY: that this survey meets the
standards of practice as set forth by the
FLORIDA BOr ■ t'00—% ESSI •' AL SURVEYORS
AND MAPP RS in,� -pter 5J-1 ' lorida Administrative
Code, pursua o Sectiov 027 Florida Statutes.
IVES 12/02/16
P' OFESS O SURVEYOR AND
MAPPER No. 4327. State of Florida.
Alvarez, Aiguesvives and Associates, Inc.
Surveyors, Mappers and Land Planners
5701 S.W. 107th Avenue #204, Miami, FL 33173
Phone 305.220.2424 Fax 305.552.8181
L.B. No. 6867 / E-mail: aaasurvey@aol.com
Field Date
12/01/16
Scale:
V= 20'
Drawn by:
J.A.
Drwg. No.
16-18877
MAP OF BOUNDARY SURVEY
NORTH
SCALE: 1"=20'
W
0
m
0
200.00'
BLOCK
CORNER
FIP 1/2"
NO CAP
FIR 1/2"
NO CAP
0.59'
LOT 18
BLOCK 39
2.49'
FIP 1/2"
NO CAP
GARAGE
ELEV=9.09
9.94'
6.0'
4.0'
11.5
YI
m
11.5'
•• `C0 15' ALLEY(PLAT)
• N '10' ASPHALT PAVEMENT
9°
N 00'00"C 75.00'
(50.00?
LOT 17
BLOCK 39
6.2'
•
- '00
c
x ---(50
WEST 1/2
OF LOT 18
FIP 1/2"
NO CAP
AC
15.0'
U
36.7
b
13
ONE STORy CBS
RES # 439
q•°
•
(N •
,(50.00') 22.7.
N
MAIN 4LOOR
ELEV 11.11
14.7' b1
5' SWK•• . • 'N90°00'00" 75.00'
10
11.6'
SA
O
O
O
W/F
ON LINE
LOT 18
IT -1 BLOCK 39
rs
O
0
W/F
ON LINE
3.6' 4.8'
A
(50.00')
4
a
10.80'
FIP 1/2"
NO CAP
0
U-)
1<
0
N
1.0
SPHALT P • VEMENT ' ' • -
.O .
.c.
BOB:N90°00'00111..
WE' 100 H STREET.'
75' RNV
1
LOT 19
BLOCK 39
LEGEND
ABBREVIATIONS:
A = ARC DISTANCE
AC = AIR CONDITIONER PAD
BCR = BROWARD COUNTY RECORDS
BLDG = BUILDING
BM = BENCH MARK
BOB = BASIS OF BEARINGS
CBS = CONCRETE BLOCK & STUCCO
(C) = CALCULATED
C&G = CURB & GUTTER
CLF = CHAIN LINK FENCE
COL = COLUMN
D.E. = DRAINAGE EASEMENT
D.M.E. = DRAINAGE & MAINTENANCE
EASEMENT
D/W = DRIVEWAY
E8 = ELECTRIC BOX
ENC. = ENCROACHMENT
EP = EDGE OF PAVEMENT
EW = EDGE OF WATER
FDH = FOUND DRILL HOLE
FF = FINISHED FLOOR ELEVATION
FIP = FOUND IRON PIPE (NO ID)
FIR = FOUND IRON ROD (NO IC)
FN = FOUND NAIL (NO ID)
FPL = FLORIDA POWER & LIGHT
TRANSFORMER PAD
L.E. = LANDSCAPE EASEMENT
L.M.E. = LAKE MAINTENANCE EASEMENT
(M) = MEASURED
MDCR = MIAMI-DADE COUNTY RECORDS
MH = MAN HOLE
ML = MONUMENT LINE
(P) = PLAT
PB = PLAT 800K
PC = POINT OF CURVATURE
PCP PERMANENT CONTROL FOINT
PE a POOL EQUIPMENT PAD
PG = PAGE
PI = POINT OF INTERSECTION
PL = PLANTER
POB = POINT OF BEGINNING
POC = POINT OF COMMENCEMENT
PRC = POINT OF REVERSE CURVATURE
PRM = PERMANENT REFERENCE
MONUMENT
PT = POINT OF TANGENCY
R = RADIUS DISTANCE
(R) = RECORD
R/W = RIGHT-OF-WAY
RES = RESIDENCE
SIP = SIP LB#8023
SNO = SET NAIL & DISK LB#8023
STL -- SURVEY TIE UNE
SWK = SIDEWALK
(TYP) = TYPICAL
UB = UTILITY BOX
U.E. = UTIUTY EASEMENT
W/F = WOOD FENCE
CERTIFICATE OF AUTHORIZATION p L8-8023
Survey Pros, Inc.
8306 MILLS DRIVE SUITE 148, MIAMI, FL. 33183
Tel: 305.767.6802
www.SLIry@y-pros_com
LOCATION MAP:
NOT TO SCALE t
1' ! �
, L
"1-
77)
• so.•..
toI 1+I413'A,i3I2
1--).--1.
,) ,.
4 ,4/V
2i ;TLS,
SIp•I
• (.� so
PROPERTY ADDRESS:
339 NE 100TH STREET, MIAMI SHORES, FL 33138
LEGAL DESCRIPTION:
LOT 17 AND WEST 1/2 OF LOT 18, IN BLOCK 39, OF MIAMI SHORES SEC 1 AMD,
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 70, OF
THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
FLOOD ZONE INFORMATION:
BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY
MANAGEMENT AGENCY REVISED ON 09/11/09 AND INDEX io4p•fegV1SED ON 09/11/09
THE GRAPHICALLY DEPICTED BUILDING(S) SHOWN ON THIS MAP OR SURVEY IS WITHIN
ZONE & BASE FLOOD ELEVATION 94 COwn(UJITY NAMES?MIA4 •sMp�S
120657 MAP & PANEL NUMBER 12086110302 SYFF1X L • • • •
• • • •
• ••
SYMBOLS:
= TELEPHONE RISER
D = CABLE TV RISER
= WATER METER
X 0.00 = ELEVATION
(00') = ORIGINAL LOT DISTANCE
A = CENTRAL ANGLE
WV
-
CCNTER LINE
WATER VALVE
CURB INLET
FIRE HYDRANT
LIGHT POLE
CATCH BASIN
UTILITY POLE
DRAINAGE MANHOLE
SEWER MANHOLE
- IRON FENCE
- WOOD FENCE
-x- = CHAIN LINK FENCE
= OVERHEAD UTILITY WIRE
ASPHALT CONCRETE PAVERS
TILES
X
COVER 1
•••• • •
• •
•••• •
• •
• •
• •
SURVEYOR'S NOTES:
1. ELEVATIONS WHEN SHOWN REFER•T1 1s2 NATIONA= GtqpF•TtC VERT1C(d a�1TLIK
(NGVD 1929). •
2. NO ATTEMPT WAS MADE TO LOC*IE•ROOTLGS/FOUNDAT1*NS, OR UNDERGROUND
UTILITIES UNLESS OTHERWISE NOTED.• • •
3. THE LANDS SHOWN HEREON HRVE NOT•BEEN AEA IN RECAStaS•'CT
MATTERS OF INTEREST BY OTHER P TIES, UCH AS RIGHTS 2F WAYS,
RESERVATIONS, ETC. ONLY PLATTED i&SEMj T4 ARE SH WN.
4. THIS SURVEY WAS PREPARED FOR MMD CERTIFIED TO•RN13, PARTY(IES) INDICATED
HEREON AND IS NOT TRANSFERABLE OR ASSIGNABLE W'RHOUS WRITTEN CONSENT OF
THIS FIRM. • • •
5. ALL BOUNDARY LIMIT INDICATORS SET ARE STAMPED LB# 8023.
8. THE BOUNDARY LIMITS ESTABLISHED ON THIS SURVEY ARE BASED ON THE LEGAL
DESCRIPTION PROVIDED BY THE CUENT OR ITS REPRESENTATIVE.
7. FENCE OWNERSHIP IS NOT DETERMINED.
8. ADDITIONS OR DELETIONS TO THIS SURVEY MAP ANO/OR REPORT BY SOMEONE
OTHER THAN THE SIGNING PARTY(IES) IS PROHIBITED WITHOUT WRITTEN CONSENT OF
THE SIGNING PARTY(IES).
9. BEARINGS WHEN SHOWN ARE TO AN ASSUMED MERIDIAN. THE CENTERLINE OF NE
100TH STREET HAS BEEN ASSIGNED A BEARING OF N90'00'00•W.
ENCROACHMENT NOTES:
NONE
CERTIFIED TO:
GLENN DAIDONE
REVISION(S):
ACDED BACK OF SIDEWALK ELEVATIONS 02/10/16 J0B#16021289
SURVEYOR'S CERTIFICATE:
I HEREBY CERTIFY THAT THIS SURVEY IS TRUE AND CORRECT
RECENTLY SURVEYED AND DRAWN UNDER MY DIRECTION AND
FORTH BY THE FLORIDA STATE BOARD OF SURVEYORS AND MA
CODE PURSUANT TO SECTION 472.027 FLORIDA STATUE. ,
AUTHENTIC COPIES OF THIS
SURVEY SHALL BEAR THE
ORIGINAL SIGNATURE AND
RAISED SEAL OF THE
ATTESTING REGISTERED
SURVEYOR AND MAPPER
SEAL
TO THE BEST OF MY KNOWLEDGE AND BEUEF AS
MEETS THE MINIMUM TECHNICAL STA ARDS SET
PPERS'IN CHAPTER 5J-17MINISTRATIVE
•
NICOLAS DEL VENTO
PROFESSIONAL SURVEYOR & MAPPER
STATE OF FLORIDA LIC. # 6945
DATE OF FIELD WORK:
10/01/15
✓OB#: 15091061
DRAWN BY.: NICK
CAD FILE: DAIDONE
SHEET 1 OF 1