PL-18-2144e�`y�aoR yst�i
F�ORiDA
Miami Shores Village
10050 N.E. 2nd Avenue NW
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Permit NO. PL-8-18-2144
Permit Type: Plumbing - Residential
Pen
Work Classification: Septic
Pennit Status: APPROVED
Issue Date: 8/2012018 1 Expiration: 02/16/2019
vrotect Aaaress Parcel Number Applicant
190 NW 101 Street 1131010230170
Miami Shores, FL Block: Lot: RICARD PROPHETE
Owner Information Address Phone Cell
RICARD PROPHETE 190 NW 101 ST
MIAMI FL 33150-1214
Contractor(s) Phone Cell Phone
MR C'S PLUMBING & SEPTIC INC (305)651-7859
Type of Work: INSTALL SEPTIC TANK AND DRAINFIELD
Type of Piping:
Additional Info: INSTALL SEPTIC TANK AND DRAINFIELD
Bond Return :
Classification: Residential Scanning: 3
Fees Due
Amount
CCF
$3.00
DBPR Fee
$4.50
DCA Fee
$3.00
Education Surcharge
$1.00
Permit Fee
$300.00
Scanning Fee
$9.00
Technology Fee
$4.00
Total:
$324.50
Valuation: $ 4,500.00
Total Sq Feet: 500
Pay Date Pay Type Amt Paid Amt Due
Invoice # PL-8-18-68521
08/13/2018 Credit Card $ 50.00 $ 274.50
08/20/2018 Credit Card $ 274.50 $ 0.00
Available Inspections:
Inspection Type:
HRS Approval
Final
Review Plumbing
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify !Pat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construc ' nin . Futhe ore, I authorize the above -named contractor to do the work stated.
August 20, 2018
orized Signature: Owner / Applicant / Contractor / Agent Date
Building Department Copy
, 2018 1
0 - 4
BUILDING
PERMIT APPLICATION
BUILDING ❑ ELECTRIC
Miami Shores Village RECEIVED
Building Department AUG 13 2018
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949 `/,�
FBC 2014
Master Permit No. "'
Sub Permit No.�)
ROOFING REVISION EXTENSION RENEWAL
dLUMBING MECHANICAL E PUBLIC WORKS CHANGE OF CANCELLATION SHOP
p ^'d `CONTRACTOR DRAWINGS
JOB ADDRESS: / (0 / `#u �D Aa�e
ON: Miami Shores Countv: Miami Dade Zip:
Folio/Parcel#: l�� �✓6�'3� �C Is the Building Historically Designated: Yes NO
Occupancy Type: Load
OWNER: Name (Fee Simple Titleholder):
Add
Construction Type: _
1,
,1 rod ? r
-9* ztz
Flood Zone: BFE: FIFE:
e#:
City: i "y�Q/jti( -A&*Y64 State: Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name:
�- C S �u�W�e Phone#:
Address: A) �— 'l
City: t State: P _Zip: 5Sl6
i
Qualifier Name: n / Phone#:
State Certification or Registration #: sl-020619-34 Certificate of Competency #:
DESIGNER: Architect/Engineer: N/ Phone#:
Address: ' /� N City: State:--��Zip:
Value of Work for this Permit: $ cf-Square/Linear Footage of Work: Uy
Type of Work: ❑ Addition ❑ Alteration ❑ New L2I Repair/Replace ❑ Demolition
Description of Work: �� 5,e- �L -fi(n-L
Specify color of color thru tile: A;9 r� n��
Submittal Fee $ Permit Fee $ -t-:� CCF $ -T CO/CC $
Scanning Fee $ Radon Fee $ 3 G7 DBPR $y Notary $
Technology Fee $ Training/Education Fee $ Double Fee $ //
Structural Reviews $ Bond $ b — {�
TOTAL FEE NOW DUE $
(Revised02/24/2014)
0
Bonding Company's Name (if applicable) LqZ1
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature Xe�L`�=ZZSYaQ,� Signature
OWNER or AGENT
The fore oing instrument was acknowledged before me this
/ day of �i�! 20 by
, who is personally known to
me or who has produced ?e;vNS 6c�fe— as
identification and who did take an oath.
NOTARY PUBLIC:
CONTRACTOR
The foregoing instru ent was ackn rwledged before me this
day of 20_, by
bt 1(. is personally known to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign: Sign:
Print: -P,5/PLdd Print: bNF1Gtil
/,t✓6,
as
I
,�{P'•,
�!"Y'` DONALD MARTIN
4� - `"k : DONALD MARTIN
Seal: Seal:
:. MY COMMISS10N # GG102743 = �? MY COMMISSION # GG102743
y.
AO
EXPIRES May 08, 2021 EXPIRES May 092 021
*********** *************************************** *********
APPROVED BY X�.1 /Z/ Plans Examiner
Zoning
Structural Review
(Revised02/24/2014)
Clerk
o
4 - t � �Ot' �m
DIVISION OF
Environmental
O� Florida geaith Health
�Q Miami -Dade County OSTDS ty 9i0
1 IIso5 SW 26th ell Division
Street • i FL 33175 O
i
Inspector _t'� �"1• .' 1�1�„•,
Address, Date
ap ( S • � t'�i► �'
COmments:
A S #AP. �1 ink
Signature
PL ]8-z144
.r
���b_ZZ°o6�
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: Ricard Prophete
PROPERTY ADDRESS: 190 NW 101 St Miami, FL 33150
LOT: 1,2,3,4 BLOCK: 3 SUBDIVISION:
PROPERTY ID #: 11-3101-023-0170
PERMIT #:13-SM-1762311
APPLICATION #:AP1290230
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #: PR1068064
[SECTION, TOWNSHIP, RANGE, PARCEL NUMBER]
[OR TAX ID NUMBER]
SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION
381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE
SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS,
WHICH SERVED AS A BASIS FOR ISSUANCE OF` THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE
PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID.
ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL,
STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY.
SYSTEM DESIGN AND SPECIFICATIONS
T [ 900 ] GALLONS / GPD Septic CAPACITY
A ( ] GALLONS / GPD N/A CAPACITY
N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMOM CAPACITY SINGLE TANK:1250 GALLONS]
K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS Q[ ]DOSES PER 24 HRS #Pumps ( ]
D ( 500 ] SQUARE FEET DF IN BED CONFIGURATI SYSTEM
R [ ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [X] STANDARD [ ] FILLED [ ] MOUND [ ]
I CONFIGURATION: [ ] TRENCH [X] BED [ I-
N
F LOCATION OF BENCHMARK: FFE 13AT
I ELEVATION OF PROPOSED SYSTEM SITE [ 34.40] INCHES FT ][ ABOVE BELOW BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ 64.40 ] [INCHES FT ] [ ABOVE HELOW BENCHt3,RK/REFERENCE POINT
L
D FILL REQUIRED: ( 0.00] INCHES EXCAVATION REQUIRED: [ 72.001 INCHES
1 - Install a 900 gal. septic tank with an approved filter bo The
contractor for designee) is ,
° 2- The licensed contractor installing the system is responsible for installing t p� ri�iikf 1&Wcat@gppyxcavatj
nof,��a ek irk c otdp on at nee, measoil
c it
T with s. 64E-6.013 3 FAC. it action. Prior to final ;pprovat t O, final
3- Install 500sf. of drainfield in ...BED....configuration. s tten`ss the snit boring and comp he r'pp} i inspeCtcr shall
H valuation submitted.rein.,pare the results to the original
4.- Install 42 " of slightly limited soil at the bottom of the drainfield. if tha Contract r • A Pectien f e will
E 5.- Perimeter of excavation area shall beat least 2 ft wider and longer than the proposed 4b98"dh p&g',.g�trcet. ' gE t eased
R (Comments Continued on Page 2.)
SPECIFICATIONS BY: Mr C " S
TITLE:
APPROVED BY: TITLE: Engineering Specialist II Dade CHD
Loans X G z ez
DATE ISSUED: 07/07/2017 EXPIRATION DATE:
DH 4016, 08/09 (Obsoletes all previous editions which may not be used)
Incorporated: 64E-6.003, FAC
01 /07/2019
Page 1 of 3
v 1.1.4 AP129u230 &E1040027
Miami Shores Village Building Department
RESPONSE TO BUILDING DEPARTMENT COMMENTS FOR PERMIT # RC16-2286
Prophete Residence
Expansion & Remodel 190 NW 101 st Street Miami Shores FL 33150
Written Plans Examiner Comments and Design Team Response
BUILDING DEPARTMENT (7 COMMENTS)
Comment 1: Health Department, DERM, Miami Dade Water and Sewer and
Miami Dade Impact Fee section approval required.
Response: All required county stamps / approval applicable to this permit shall
be provided to the city for review / approval.
Comment 2: Sheet EX-0.0. This project should be classified as a level 2 Alteration.
Level 2 Alternations should comply with chapter 8 if the 2014 FBC Existing
Building.
Response: See sheet EX-0.0 with updated information regarding level 2 Alteration
as per FBC, 5th Edition (2014) code
Comment 3: Provide a window and door schedule. Make sure to include the
SHGC, U-Factor and glazing requirements.
Response: See detail 4, sheet A-3.5 for window and door schedule including
information on SHGC, U-Factor and glazing requirements.
Comment 4: R311.7.8 Handrails. Handrails shall be provided on at least one side
of each continuous run of treads or flight with four or more risers.
Response: See detail 3, sheet A-2.0 showing handrails at new steps at south side
of the new addition. See detail 7, sheet A-3.6 for handrail details.
Comment 5: Sheet A-2.2. Kitchen cabinet detail and notes are not legible.
Response: See updated detail 2 on sheet A-2.2
.. ..... . . . ..
. ......... .
Comment 6: Informatioa.6n.10e glcft S stiQu" "reflect the energy calculations
requirements.
Response: See detail 3• sheets A•3A.A-3.1 A•Z.2, A-3.3, A-3.4 and A-3.6 for
. . . .
added notes regarding R:Vdlues le4W?ed.p6r bnirgy calculations.
00 . .. 000,000 . . ..
.... . .. .... .
. . . . . . . .. .
. ..... . . .. ..
... . . . ... . .
Page 12
Response to Building Department Comments for Permit # RC16-2286
Di Geronimo Residence — Expansion & Remodel 190 NW 1015` Street Miami Shores FL 33150
Comment 7: Cloud in all changes, do not remove voided sheets
Response: All changes for all sheets are clouded with "Rev1 ".
END OF BUILDING DEPARTMENT COMMENTS
STRUCTURAL DEPARTMENT (7 COMMENTS)
Comment 1: Provide soil statement on compliance with section 1803, provisions
of the FBC, 5th Edition (2014) code. e_'
Response: The foundation system used in the addition is identical to the existing
foundation. The loads on the foundation are similar to the loads on the addition
foundation. It is our professional opinion that a soils report is not required in this
case.
Comment 2: Structural wind design must comply with section 1620, HVHZ.
\osures
f the FBC 5th Edition (2014), using wind speeds of 175 MPH, and
C" category for Miami -Dade County, Florida.
The drawings have been revised, spec�cally calculations and
n documents accordingly. Please see the updated plans and
s.
Comment 3: Revise wind load analysis, Per 2010 ASCE-7 Standard, as referenced
i hitem No 2 above. Update design pressures and uplift loads accordingly.
esponse: Design pressures and upliff loads have been updated as per your
comment. Please see the revised calculations and plans for additional
Comment 4: Provide signed and sealed by Florida Architect or Engineer,
structural calculations to include but to be limited to the following elements:
a) Foundation - Both isolated and continuous wall footings.
b) Concrete beams aW "gngrQte•coLurrnsr•
c) All bearing reinfor(!Vd mpsor rye val�s• •
d) Verify design of rei&orced.Mdsdnly:walf to carry the point loads of the
truss girder'\reactions falling on wall without the use of additional
reinforcements ot.thpse IQeptiMs. ghh4 cl for both gravity and net wind
uplift loading C�itiq;s-
.... . .. .... .
. . . . . . . .. .
. .. .. .. . ....
... . . . ... . .
Page 13
Response to Building Department Comments for Permit # RC16-2286
Di Geronimo Residence — Expansion & Remodel 190 NW 101s' Street Miami Shores FL 33150
e) Wind loads for all exterior doors and windows, show wind design pressures
on elevations for each opening.
f) Design loads for all roof framing elements, show load reactions for each
member for both wind uplift and gravity (DL + LL) reactions at supports.
g) Framing elements and connections designs
h) Design of all ledger for roof joist and or roof truss connections and uplift
anchorage, etc.
i) Analysis for roof diaphragm loadings in both directions.
R sponse: A Structural Calculation Package (8.5" x 11 ") has been submitted with
is response memo for your review addressing the items requested above.
r
Comment 5: Structural Load Calculations required to comply with Florida
Administration code section 61G15-23. Original signature, date and seal are
required on both sets.
Response: Acknowledged. Originals signed and sealed for both sets are
provided.
Comment 6: Provide section or detail to show connection of the new roof
framing to the existing exterior bearing walls.
Response: Please see section 1/S-3.0 for the connection.
Comment 7: Provide 2 copies of special inspector forms, fully executed for:
a) Reinforced masonry per section 2122.4 of FBC 5rh Edition (204) code.
b) Miami Dade County Administration Code, Article ll, Section 8-22
1) Soil Compaction
2) Prefabrication truss erection of trusses over 35 foot long or over 6
foot high per
(Refer to attached copy of the inspection form).
Response: See inspection forms provided as requested.
EN[!AF SiRUCIURAL r.6A 111ENTS
•• ••• •• • • • ••
• ••• • ••• • •••
• • • • • • • • • • •
40
L • • • • • • • • • •
• • • • • • • • • • • •
• • • • • • • • • •
• • • • • • • • • • • •
••• • • • ••• • •
Page 14
Response to Building Department Comments for Permit # RC16-2286
Di Geronimo Residence — Expansion & Remodel 190 NW 101'` Street Miami Shores FL 33150
PLUMBING DEPARTMENT (1 COMMENT)
Comment 1: Pending DERM and Health Department.
Response: All required county stamps / approval applicable to this permit shall
be provided to the city for review / approval.
END OF PLUMBING COMMENT
ELECTRICAL DEPARTMENT (1 COMMENT)
Comment 1: Need Electrical Permit application.
Response: See electrical permit application provided as requested.
END OF PLUMBING COMMENT
END OF RESPONSE COMMENTS TO VILLAGE OF MIAMI SHORES PERMIT COMMENTS
.. ••• . . • . . ••
..
.
•• . . . •
......... 00
T
ngineers, Inc.
October 10, 2016 MUE PN: MUE16030301
Prepared For:
Prepared By:
Structural Calculations, Notes and Details
ProphetsResidence
190 NW 101st. Miami Shore, FL 33150
1"U ng ineers Inc
3440 NE 12th Avenue
Oakland Park, FL 33334
Phone: (954) 324-4730
Fax: (954) 653-4170
www.MUEngineers.com
License No. 29348
1 • . • . . • • be
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.. . . . . . . . . .
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Ka (A g 004 0 0
UNTFR
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0 63860
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toast"16
Index
Page
Wind load ASCE 7-10
3
Masonry wall Calculation
12
Wall footing Foundation calculation
15
Tie down Trusses Calculations
18
Tie down Truss Simpson Connections
19
N9 FE IV 1
638.61O :13 S A E .'
��0Nii�i�,,,
Marcus Unterweger
Florida P.E.#: 063860
10/10/2016 09:33
.. ...
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MUEngineers, Inc. JOB TITLE ProphetesResidenceMiamiShores
3440 NE 12th Avenue
Oakland Park, FL 33334 JOB NO. MUE16030301 SHEET NO.
954-324-4730 CALCULATED BY DATE
CA #: 29348 CHECKED BY DATE
www.struware.com
Code Search
Code: Florida Building Code 2010 - High Velocity Zone
Occupancy:
Occupancy Group = R Residential
Risk Category & Importance Factors:
Risk Category = II
Wind factor = 1.00
Snow factor = 1.00
Seismic factor = 1.00
Type of Construction:
Fire Rating:
Roof = 0.0 hr
Floor = 0.0 hr
Building Geometry:
Roof angle (0)
4.00 / 12 18.4 deg
Building length (L)
65.5 ft
Least width (B)
43.0 ft
Mean Roof Ht (h)
15.0 It
Parapet ht above grd
0.0 ft
Minimum parapet ht
0.0 ft
Live Loads:
Roof 0 to 200 sf: 20 psf
200 to 600 sf: 20 psf
over 600 sf: 20 psf
Floor:
Typical Floor 0 psf
Partitions 15 psf
Corridors above first floor 80 psf
Lobbies & first floor corridors 100 psf
Balconies (e)terior) 100 psf
.. . . . . . ..
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. ... . ... . ...
. .. .. . . .. ..
MUEngineers, Inc. JOB TITLE ProphetesResidenceMiamiShores
3440 NE 12th Avenue
Oakland Park, FL 33334 JOB NO. MUE16030301 SHEET NO.
954-324-4730 CALCULATED BY DATE
CA #: 29348 CHECKED BY DATE
Wind Loads: ASCE 7 - 1
Ultimate Wind Speed 175 mph
Nominal Wind Speed 135.6 mph
Risk Category II
Exposure Category C
Enclosure Classif. Enclosed Building
Internal pressure +/-0.18
Directionality (Kd) 0.85
Kh case 1 0.849
Kh case 2 0.849
Type of roof Gable V(zL-H
Topographic Factor (Kzt)
TopographyFlat x(+ end) �.Hill Height (H) 0.0 ft H< 15ft;exp C
Half Hill Length (Lh) 0.0 ft Kzt=1.0 Lh HJ2
Actual H/Lh = 0.00
Use H/Lh = 0.00
Modified Lh = 0.0 ft ESCARPMENT
From top of crest: x = 0.0 ft I
Bldg up/down wind? downwind V(Z)
Z
H/Lh= 0.00 K, = 0.000 { Speed-up
x/Lh = 0.00 K2 = 0.000 VW x(upwind) x(downwind)
z/Lh = 0.00 K3 = 1.000 Hf2 H
At Mean Roof Ht: f Lh I {12
Kzt = (1+KIK2K3)"2 = 1.00
2D RIDGE or 3D AXISYMMETRICAL HILL
Gust Effect Factor
h = 15.0 ft
B = 43.0 ft
/z (0.6h) = 15.0 ft
Flexible structure if natural frequency < 1 Hz (T > 1 second).
However, if building h/B < 4 then probably rigid structure (rule of thumb).
h/B = 0.35 Rigid structure
G = 0.85 Using rigid structure default
Rigid Structure
Flexible or Dynamically
Sensitive Structure
e =
0.20
Natural Frequency (qj) =
0.0 Hz
t =
500 ft
Damping ratio (p) =
0
Zmin =
15 ft
/b =
0.65
c=
0.20
••• •/Aa=
0.15
9Q. 9v =
3.4
�• • ; : Vz =
147.8
LZ =
427.1 ft
•
' • • • • • • hi =
0.00
Q =
0.92
• • • •' 00 Kn =
0.000
Iz =
0.23
Rh =
28.282 rl = 0.000
G =
0.88 use
G = N85 . • • • • • • .' ORB V'
28.282 r) = 0.000
• .' :RL
28.282 r) = 0.000
•
' " ••• ••• 9R c
0.000
R =
0.000
G•-
0.000
• • • ••• •
h = 15.0 ft
MUEngineers, Inc. JOB TITLE ProphetesResidenceMiamiShores
3440 NE 12th Avenue
Oakland Park, FL 33334 JOB NO. MUE16030301 SHEET NO.
954-324-4730 CALCULATED BY DATE
CA #: 29348 CHECKED BY DATE
Enclosure Classification
Test for Enclosed Building: A building that does not qualify as open or partially enclosed.
Test for Open Building: All walls are at least 80% open.
Ao z 0.8Ag
Test for Partially Enclosed Building:
Input Test
Ao 0.0 sf Ao >_ 1.1 Aoi YES
Ag 0.0 sf Ao > 4' or 0.01Ag NO
Aoi 0.0 sf Aoi / Agi 5 0.20 NO Building is NOT
Agi 0.0 sf Partially Enclosed
Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following:
Ao Z 1.1 Aoi
Ao > smaller of 4' or 0.01 Ag
Aoi / Agi 5 0.20
Where:
Ao = the total area of openings in a wall that receives positive external pressure.
Ag = the gross area of that wall in which Ao is identified.
Aoi = the sum of the areas of openings in the building envelope (walls and roof) not including Ao.
Agi = the sum of the gross surface areas of the building envelope (walls and roof) not including Ag.
Reduction Factor for large volume partially enclosed buildings (Ri) :
If the partially enclosed building contains a single room that is unpartitioned , the internal
pressure coefficient may be multiplied by the reduction factor Ri.
Total area of all wall & roof openings (Aog): 0 sf
Unpartitioned internal volume (Vi) : 0 cf
Ri = 1.00
Altitude adjustment to constant 0.00256 (caution - see code) :
Altitude = 0 feet Average Air Density = 0.0765 Ibm/ft3
Constant = 0.00256
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MUEngineers, Inc.
3440 NE 12th Avenue
Oakland Park, FL 33334
954-324-4730
CA M 29348
JOB nTLE ProphetesResidenceMiamiShores
JOB NO. MUE16030301
CALCULATED BY
CHECKED BY
Wind Loads - MWFRS hS60' (Low-rise Buildings) Enclosed/partially enclosed only
SHEET NO.
DATE
DATE
Kz = Kh (case 1) = 0.85 Edge Strip (a) = 4.3 ft
Base pressure (qh) = 56.6 psf End Zone (2a) = 8.6 ft
GCpi = +/-0.18 Zone 2 length = 21.5 ft
Wind Pressure Coefficients
CASE
A
CASE B
B = 18.4 deg
Surface
GCpf
w/-GCpi
w/+GCpi
GCpf
w/-GCpi
w/+GCpi
1
0.52
0.70
0.34
-0.45
-0.27
-0.63
2
-0.69
-0.51
-0.87
-0.69
-0.51
-0.87
3
-0.47
-0.29
-0.65
-0.37
-0.19
-0.55
4
-0.42
-0.24
-0.60
-0.45
-0.27
-0.63
5
0.40
0.58
0.22
6
1
-0.29
-0.11
-0.47
1 E
0.78
0.96
0.60
-0.48
-0.30
-0.66
2E
-1.07
-0.89
-1.25
-1.07
' -0.89
-1.25
3E
-0.67
-0.49
-0.85
-0.53
-0.35
-0.71
4E
-0.62
-0.44
-0.80
-0.48
-0.30
-0.66
5E
0.61
0.79
0.43
6E
-0.43
-0.25
-0.61
Ultimate Wind Surface Pressures (psf)
1
39.4 19.
- -3 .
2
-28.9 -49.2
-28.9 -49.2
3
-16.3 -36.7
-10.7 -31.1
4
-13.3 -33.7
-15.3 -35.6
5
32.8 12.4
6
1
-6.2 -26.6
1 E
54.3 34.0
-17.0 -37.3
2E
-50.3 -70.7
-50.3 -70.7
3E
-27.9 -48.3
-19.8 -40.2
4E
-24.8 -45.1
-17.0 -37.3
5E
44.7 24.3
6E
-14.1 -34.5
Parapet
Windward parapet = 0.0 psf (GCpn = +1.5)
Leeward parapet = 0.0 psf (GCpn = -1.0)
Horizontal MWFRS Simple Diaphragm Pressures (Ps
Transverse direction (nonnal to L)
Interior Zone: Wall 52.7 psf
Roof -12.5 psf **
End Zone: Wall 79.1 psf
Roof -22.4 psf **
Longitudinal direction (parallel to L4• : • • .
Interior Zone: Wall 39.dpsf • • '
End Zone: Wall 58.8 p9f00
• • • • ; •
** NOTE: Total horiz force shall not be less than that determined
by neglecting roof forces (except for MWFRS moment f amg%)•
The code requires the MWFRS be design it fore rrdn Dltanatb
force of 16 psf multiplied by the wall area RIas ar-8 psf fce' .'
applied to the vertical projection of the roof.
Windward roof
overhangs = 39.6 psf (upward) add to
windward roof pressure
WIWARD OERFHANG WINDWARDROOF
LEEWARD
1 ROOF
I11 i l l 1 1 1
VERTICAL
w �
8 �
TRANSVERSE ELEVATION
• • • ••• • •
••• • • • • • • •
• •• •• • • •• ••
wttrnwARD ROOF
f_1 l ! a !
LEEWARDROOF
VERTICAL
LTA
LONGr=INAL ELEVATION
E
MUEngineers, inc. JOB nTLE ProphetesResidenceMiamiShores
3440 NE 12th Avenue
Oakland Park, FL 33334 JOB No. MUE16030301 SHEET NO.
954-324-4730 CALCULATED BY DATE
CA #: 29348 CHECKED BY DATE
Location of MWFRS Wind Pressure Zones
4 a
3E
I
w
CASE A L TD DIRECTIO
RANGE
ZONE. I lessor of
O.5Bor2_5h
If 2 is negative
CASE B
'WT14D L?IRECn0N'
RAwNIM
NOTE: Torsional loads are 25% of zones 1 - 6. See code for loading diagram.
ASCE 7 -99 and ASCE 7-10 (& later)
4
ZONE: 2: lessor of
0SBor2.5h
,If 2 is negatil
2E
1
5
IE
V*'L'M DI€tECiimi
Transverse Direction �!�41zjtudinal Direction
*00
NOTE: Torsional loads are 25°/e Qf zoq¢ I $. set cad's fois loading diagram.
•• ••• •• • • • ••
ASCE 7 02 and AcCE7 -w
09'-
of
see 000
I
Wh DDIREC ]ON
MUEngineers, Inc. JOB TITLE ProphetesResidenceMiamiShores
3440 NE 12th Avenue
Oakland Park, FL 33334 JOB NO. MUE16030301 SHEET NO.
954-324-4730 CALCULATED BY DATE
CA #: 29348 CHECKED BY DATE
Ultimate Wind Pressures
Wind Loads - Components & Claddina : h <= 60'
Kh (case 1) = 0.85 h = 15.0 It
Base pressure (qh) = 66.6 psf a = 4.3 it
Minimum parapet ht = 0.0 It GCpi = +/-0.18
Roof Angle (0) = 18.4 deg
Type of roof = Gable
Roof
Area
Negative Zone 1
Negative Zone 2
Negative Zone 2
Positive All Zone
Overhang Zone 2
Overhang Zone 2
Parapet
GCp +/- GCpi
Surface Pressure (psf)
User input
10 sf
50 sf
100 sf
10 sf
50 sf
100 sf
75 sf
500 sf
-1.08
-1.01
-0.98
-61.1
-57.1
-55.4
-56.1
-55.4
-1.88
-1.53
-1.38
-106.4
-86.6
-78.1
-81.6
-78.1
-2.78
-2.36
-2.18
-157.3
-133.5
-123.3
-127.6
-123.3
0.68
0.54
0.48
38.5
30.6
27.2
28.6
27.2
-2.20
-2.20
-2.20
-124.5
1
-124.5
-124.5
-124.5
-124.5
-3.70
-2.86
-2.50
-209.3
-161.9
-141.4
-149.9
-141.4
uvemang pressures in the table above assume an mtemal pressure coemcient (cicpi) of u.0
Overhang soffit pressure equals adjacent wall pressure reduced by internal pressure of 10.2 psf
qp = 0.0 psf
CASE A = pressure towards building (pos)
CASE B = pressure away from bldg (neg)
Walls
Area
Negative Zone 4
Negative Zone 5
Positive Zone 4 & 5
Solid Parapet Pressure
Surface Pressure(pso
User Input
10 sf
100 sf
500 sf
40 sf
;ASE A: Interior zone:
Corner zone:
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
SASE 8 : Interior zone:
Corner zone:
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
GCp +/- GCpi
Surface Pressure (psf)
User input
10 sf
100 sf
500 sf
10 sf
100 sf
500 sf
40 sf
200 sf
-1.28
-1.10
-0.98
-72.4
-62.4
-55.4
-66.4
-59.4
-1.58
-1.23
-0.98
-89.4
-69.4
-55.4
-77.4
-63.4
1.18
1.00
0.88
66.8
56.8
49.8
60.7
53.8
.. . • . • • . . . ..
. • . . . • . ... .
.. .•. .. . . . .•
• ... • ... . ...
.• . .. • . ... .
. . . . . . . . . •
•.. . . . ... . •
MUEngineers, Inc. JOB TITLE ProphetesResidenceMiamiShores
3440 NE 12th Avenue
Oakland Park, FL 33334 Jos NO. MUE16030301 SHEET NO.
954-324-4730 CALCULATED BY DATE
CA #: 29348 CHECKED BY DATE
Ultimate Wind Pressures
Roofs w/ 9 5 10*
and all walls
h>60'
Location of C&C Wind Pressure Zones
Walls h 5 60' Gable, Sawtooth and
& aft design h<90' Multispan Gable 6 s 7 degrees &
Monoslope 5 3 degrees
h 5 60' & aft design h<90'
l i
I I
I I
I
_ I (D z
'
i l i
i
I I
i i
1
10 I
I
I
QI I
1
t I
I
I I
Monoslope roofs Multispan Gable &
10° < 8 5 30° Gable 7° < 9 5 45'
h 5 60' & aft design h<90'
it
Hip 7' < 0 5 27'
Stepped roofs 9 5 3"
h 5 60' & aft destV h-90' : : : • : •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
Monoslope roofs
W<0510°
h 5 60' & aft design h<90'
A B C I)
Sawtooth 10* < 8 s 45°
h 5 60' & aft design h<90'
MUEngineers, Inc. JOB TITLE ProphetesResidenceMiamiShores
3440 NE 12th Avenue
Oakland Park, FL 33334 JOB No. MUE16030301 SHEET NO.
954-324-4730 CALCULATED BY DATE
CA M 29348 CHECKED BY DATE
Roof Design Loads
Items
Description multiple
sf max
sf min
Roofing
Spanish Tile
19.0
16.0
Roofing
Bituminous membrane, smooth surface
1.5
1.5
Decking
3/4" plywood/OSB
2.7
2.3
Framing
Wood Trusses @ 24" x 2.0
6.0
5.0
Insulation
R-30 Fiberglass insul.
0.9
0.9
Ceiling
5/8" gypsum
2.8
2.5
Mech & Elec
Mech. & Elec.
2.0
0.0
Misc.
Misc.
0.5
0.0
Actual Dead Load
• 35.4
• 28.2
Use this DL instead
25.0
20.0
Live Load
20.0
0.0
Snow Load
0.0
0.0
Ultimate Wind (zone 2 - 100sf)
27.2
-78.1
A D Loading D + Lr
55.4
-
D + 0.75(0.6*W + Lr)
62.6
-
0.6*D + 0.6*W
-
-29.9
LRFD Loading 1.2D + 1.6 Lr + 0.5W
88.1
-
1.2D + 1.0W + 0.51-r
79.6
-
0.9D + 1.0W
-
1 -52.7
Roof Live Load Reduction Roof angle 4.00 / 12 18.4 deg
0 to 200 sf: 20.0 psf
200 to 600 sf: 20.0 psf
over 600 sf: 20.0 psf
300 sf 18.0 psf
400 sf 16.0 psf
500 sf 14.0 psf
User Input: 450 sf 15.0 psf
••• • • • ••• • •
MUEngineers, Inc. JOB TITLE ProphetesResidenceMiamiShores
3440 NE 12th Avenue
Oakland Park, FL 33334 JOBNO. MUE16030301 SHEET NO.
954-324-4730 CALCULATED BY DATE
CA #: 29348 CHECKED BY DATE
Floor Design Loads
Items
IDescription Multiple
Ipsf (max)
psf (min)
Flooring
3/4" Ceramic tile on 1" mortar
23.0
20.0
Flooring
Carpet & pad x 1.0
1.0
1.0
None
0.0
0.0
None
0.0
0.0
None x 10.0
0.0
0.0
None
0.0
0.0
None
0.0
0.0
None
0.0
0.0
None
0.0
0.0
Actual Dead Load
• 24.0
• 21.0
Use this DL instead
25.0
20.0
15.0
0.0
Partitions
Live Load
0.0
�15.0.
_ 0.0
�_0.0
Total Live Load
39.0
21.0
Total Load
FLOOR LIVE LOAD REDUCTION (not including partitions)
NOTE: Not allowed for assembly occupancy or LL>100psf or passenger car
garages, except may reduce columns 20% if 2 or more floors & non -assembly
L=Lo(0.25+15/*L.LAT)
Unreduced design live load: Lo = 0 psf
Floor member KLL =
Tributary Area AT =
Reduced live load: L =
2
300 sf
0.0 psf
IBC alternate procedure
Smallest of:
R= .08%(SF -150)
R= 23.1(1+D/L) = #DIV/0!
R= 40% beams; 60% columns
R = #DIV/0!
Reduced live load: L = #DIV/0!
Columns (2 or more floors) KLL = 4
Tributary Area AT = 500 sf R = #DIV/0!
Reduced live load: L = 0.0 psf Reduced live load: L = #DIV/0!
.. ...
. .
.
.
. ..
.. ...
..
.
.
. ..
• •
00
.
. •
...
•
.•
.
•
.
.
. ...
.
•
. .
. ...
.
•
. ..
.041.�•
.:.
.
•
Mason Slender Wall File=P:lAdiveWUE16030301-SB-PrcphetsReskwlcemiami%oresWxjnue16030301.ec6
N ENERCALC, INC. 1983-2015, Build6.15.10.6, Ver:6.15.10.6
Masonry Wall
Code References
Calculations per ACI 530-11, IBC 2012, CBC 2013, ASCE 7-10
Load Combinations Used: ASCE 7-10
General Information
Construction Type: Grouted Hollow Concrete Masonry
F'm
= 1.50 ksi
Nom. Wall Thickness
Fy - Yield
= 60.0 ksi
Actual Thickness
Fr - Rupture
= 61.0 psi
Rebar V distance
Em = f'm '
= 900.0
Lower Level Rebar ...
Max % of p bal.
= 0.006794
Bar Size #
Grout Density
= 140 pcf
Bar Spacing
Block Weight
Normal Weight
Wall Weight
= 58.0 psf
Wall is grouted
at rebar cells only
One -Story Wall Dimensions
A Clear Height = 13.50 ft
B Parapet height = ft
Wall Support Condition Top Pinned, Bottom F
Vertical Loads
Vertical Uniform Loads... (Applied per foot of Strip Width)
Ledger Load Eccentricity in
Concentric Load
Lateral Loads
Wind Loads:
Full area WIND bad 75.0 psf
Fp 1.0 = 25.0 psf
B
Calculations per ACI 530-11, IBC 2012, CBC 2013, ASCE 7-10
8 in Temp Diff across thickness = deg F
7.625 in Min Allow Out -of -plane Defl Ratio = 0
3.750 in Minimum Vertical Steel % = 0.0020
5
32.0 in
DL : Dead Lr : Roof Live
0.480 0.40
Seismic Loads :
Wall Weight Seismic Load Input Method
Seismic Wall Lateral Load
so 00 • • . • • • •
• • • • • • • •
00
Lf : Floor Live S : Sn W : Wind
kfft
kfft
Direct entry of Lateral Wall Weight
25.0 psf
12:*: • • ♦ •
• Y• •: ••♦ •1• Y• ••
Mason Slender Wall File = PWctiveWIUE16030301-5&ProphetsResk6iceMiamShaeslerglmue16O30301.ec6
Masonry ENERCALC. INC 1983-2015, Build6.15.10.6, Ver:6.15.10.6
Description : Masonry Wall
DESIGN SUMMARY
Goveming Load Combination ...
Results reported for "Strip Width" of 12.0 in
Actual Values ... Allowable Values ...
PASS Moment Capacity Check
Maximum Bending Stress Ratio =
0.8698
+1.20D+0.50Lr+0.50L+W+1.60H
Max Mu -1.659 k-ft
Phi * Mn
1.908 k-ft
PASS Service Deflection Check
Actual Defl. Ratio L/ 351
Allowable Defl. Ratio
150
W Only
Max. Deflection 0.4618 in
PASS Axial Load Check
Max Pu / Ag 36.124 psi
Max. Allow. Defl.
1.080 in
+1.20D+0.50Lr+0.50L+W+1.60H
Location 0.2250 ft
0.2 *fm
300.0 psi
PASS Reinforcing Limit Check
Controlling As/bd
0.00250
As/bd006794 rho bal 0.006794
PASS Minimum Moment Check
Mcracking
0.5935 k-ft Minimum
Phi Mn
2.120 k-ft
+1.40D+1.60H
Maximum
Reactions...
for Load Combination....
Top Horizontal
W Only
0.3828 k
Base
Horizontal
W Only
0.6297 k
Vertical Reaction
+D+Lr+H
1.663 k
Design Maximum Combinations • Moments
Results reported for "Strip width" = 12 in.
Axial Load
Moment Values
0.6 *
Load Combination
Pu 0.2*fm*b*t
Mcr
Mu
Phi
Phi Mn
As As Ratio rho bal
k
k
k-ft
k-ft
k-ft
in^2
0.000
0.000
0.00
0.00
0.00
0.00
0.000
0.0000 0.0000
0.000
0.000
0.00
0.00
0.00
0.00
0.000
0.0000 0.0000
0.000
0.000
0.00
0.00
0.00
0.00
0.000
0.0000 0.0000
0.000
0.000
0.00
0.00
0.00
0.00
0.000
0.0000 0.0000
+1.20D+1.60Lr+0.50W+1.60H at 0.00 to 0.45
0.000
17.640
0.46
1.28
0.90
1.91
0.116
0.0025 0.0068
0.000
0.000
0.00
0.00
0.00
0.00
0.000
0.0000 0.0000
+1.20D+1.60S+0.50W+1.60H at 0.00 to 0.45
0.000
17.640
0.46
1.29
0.90
1.91
0.116
0.0025 0.0068
+1.20D+0.50Lr+0.50L+W+1.60H at 0.00 to 0.
0.000
17.640
0.46
1.66
0.90
1.91
0.116
0.0025 0.0068
+1.20D40.50L+0.50S+W+1.60H at 0.00 to 0.4
0.000
17.640
0.46
1.66
0.90
1.91
0.116
0.0025 0.0068
+1.20D+0.50L+0.20S+E+1.60H at 0.00 to 0.4
0.000
17.640
0.46
0.57
0.90
1.91,
0.116
0.0025 0.0068
40.90D4W+0.90H at 0.00 to 0.45
0.000
17.640
0.46
1.66
0.90
1.91
0.116
0.0025 0.0068
+0.90D+E40.90H at 0.00 to 0.45
0.000
17.640
0.46
0.57
0.90
1.91
0.116
0.0025 0,0068
Design Maximum Combinations • Deflections
Results reported for "strip width" = 12 in.
Axial Load
Moment
Values
Stiffness
Deflections
Load Combination
Pu
Mcr
Mactual
I gross
I cracked
I effective
Deflection Defl. Ratio
k
k-ft
k-ft
n14
in^4
in^4
in
0.000
0.00
0.00
0.00
0.00
0.000
0.000
0.0
0.000
0.00
0.00
0.00
0.00
0.000
0.000
0.0
0.000
0.00
0.00
0.00
0.00
0.000
0.000
0.0
0.000
0.00
0.00
0.00
0.00
0.000
0.000
0.0
0.000
0.00
0.00
0.00
0.00
0.000
0.000
0.0
0.000
0.00
0.00
0.00
0.00
0.000
0.000
0.0
+D+0.60W4H at 8.10 to 8.55
0.793
0.46
0.36
342.40
26.73
342.400
0.101
1,605.4
+D+0.70E+H at 7.65 to 8.10
0.819
•IT
";
; 0�2.'.
;30.4Q"
26.80
342.400
0.012
13,758.2
+D40.750Lr+0.750L+0.450W+H at 7.65 to 8.1
1.119
�046
•:
•*018: :
:30.46.
27.60
342.400
0.049
3,283.5
+D+0.750L+0.750S+0.450W+H at 7.65 to 8.10
0.819
6046
• • :
Qa8 * •
: 34.49 •
26.80
342.400
0.050
3,256.0
+D40.750L+0.750S+0.5250E+H at 7.65 to 8.1
0.819
0.46
0.17
342.40
26.80
342.400
0.009
18,344.2
+0.60D40.60W40.60H at 8.10 to 8.55
0.476
0 0.46,,
P .36...
342.40
25.87
342.400
0.102
1,590.0
+0.60D+0.70E+0.60H at 7.65 to 8.10
0.492
; ;0.4e.
; 0V2 . •
3�.41
25.91
342.400
0.012
13,769.9
0.000
' :0.00;
. '
; 00;
' PC
0.00
0.000
0.000
0.0
0.000
0' 0.0e
90.00 '
0.50 '
0.00
0.000
0.000
0.0
0.000
0.00
0.00
0.00
0.00
0.000
0.000
0.0
•
000
•• •• 430 •
0 0 9 000
•• ••
• 0
Mason Slender Wall
File=PAActiveWIUE16030301-S&ProphetsResidenceAdiamShaesWKjVnue16030301.ec6
ry
ENERCALC, INC. 19832015, BuId6.15.10.6, Ver:6.15.106
Description: Masonry Wall
Design Maximum Combinations •
Deflections
Results reported for
"Strip Width" =12 in.
Axial Load
Moment Values
Stiffness
Deflections
Load Combination
PU
Mcr
Mactual
I gross
I cracked I effective
Deflection Defl. Ratio
k
k-ft
k-ft
in^4
'.n^4 n44
in
0.000
0.00
0.00
0.00
0.00 0.000
0.000 0.0
W Ony at 7.65 to 8.10
0.000
0.46
0.96
342.40
24.55 25.241
0.462 350.8
E Ony at 7.65 to 8.10
0,000
0.46
0.32
342.40
24.55 342.400
0.017 9,651.2
0.000
0.00
0.00
0.00
0.00 0.000
0.000 0.0
Reactions • Vertical & Horizontal
Results reported for
"Strip Width" = 12 in.
Load Combination
Base Horizontal
Top Horizontal
Vertical @ Wall Base
+D4H
0.0
k
0.00 k
1.263 k
+D+L+H
0.0
k
0.00 k
1.263 k
+D+Lr+H
0.0
k
0.00 k
1.663 k
+D+S+H
0.0
k
0.00 k
1.263 k
+D+0.750Lr+0.75OL+H
0.0
k
0.00 k
1.563 k
+D+0.750L+0.750S+H
0.0
k
0.00 k
1,263 k
+D+0.60W+H
0.4
k
0.19 k
1.263 k
+D40.70E+H
0.1
k
0.09 k
1.263 k
+D+0.750Lr+0.750L+0.45OW+H
0.3
k
0.14 k
1.563 k
+D40.750L+0.750S+0.450W4i
0.3
k
0.14 k
1.263 k
+D40.750L+0.750S+0.5250E+H
0.1
k
0.07 k
1.263 k
40.60D+0.60W+0.60H
0.4
k
0.19 k
0.758 k
+0.60D+0.70E40.60H
0.1
k
0.09 k
0.758 k
D Only
0.0
k
0.00 k
1.263 k
LrOny
0.0
k
0.00 k
0.400 k
L Only
0.0
k
0.00 k
0.000 k
S Ony
0.0
k
0.00 k
0.000 k
W Ony
0.6
k
0.38 k
0.000 k
E Only
0.2
k
0.13 k
0.000 k
H Only
0.0
k
0.00 k
0.000 k
.. ... . . . . . ..
. .. . . . . ... .
.. ... .. . . . ..
. ... . ... . ..•
.. . . . . . . . . .
. .. 000 . . 000 ..
... . . . . ... . .
. . .
. .. .. . . .. ..
... 0 0 0 ... 0 .
Wall Footin File=P:V1dNeWUE16030301-SB•Prophet�iamiShaes%eWue16030301.ec6
g ENERCALC, INC 1983-2015, Buila6.15.10.6, Ver:615.10.6
KW-06009175 Licensee: MUEngineers, Inc.
Description: Wall Footing
Code References
Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10
Load Combinations Used: ASCE 7-10
General information
Material Properties
Soil Design Values
fc : Concrete 28 day strength =
fy : Rebar Yield =
3.0 ksi
60.0 ksi
Allowable Soil Bearing =
Increase Bearing By Footing Weight =
2. 0 k
Ec : Concrete Elastic Modulus =
3,122.0 ksi
Soil Passive Resistance (for Sliding) =
'r 0 pcf
Concrete Density =
145.0 pcf
Soil/Concrete Friction Coeff. =
0.30
cp Values Flexure =
0.90
Shear =
0.750
Increases based on footing Depth
Analysis Settings
Reference Depth below Surface
ft
Min Steel % Bending Reinf. =
Allow. Pressure Increase per foot of depth -
ksf
Min Allow %Temp Reinf. =
0.00180
when base footing is below =
ft
Min. Overturning Safety Factor =
1.0 :1
Increases based on footing Width
Min. Sliding Safety Factor =
1.0 : 1
Allow. Pressure Increase per foot of width =
ksf
AutoCalc Footing Weight as DL
Yes
when footing is wider than =
ft
Dimensions
Reinforcing
Footing Widtl = 2.0 ft Footing Thicknes = 12.0 in Bars along X-X Axis
Wall Thickness = 6.0 in Rebar Centerline to Edge of Concrete.. Bar spacing = 12.00
Wall center offset at Bottom of footing = 3.0 in Reinforcing Bar Size = # 5
from center of footing = 0 in
s"
V-0' i bars 12 in o
Loads
D Lr L S W E H
P : Column Load = 1.50
OB : Overburden =
V-x =
M-zz =
Vx applied =
DESIGN SUMMARY
Min. Ratio Item
PASS
0.4979
Soil Bearing
PASS •
5.967
Overturning - Z-Z
PASS
1.790
Sliding - X-X
PASS
n/a
Uplift
PASS
0.03623
Z Flexure (+X)
PASS
0.01868
Z Flexure (-X)
PASS
n/a
1-way Shear (+X)
PASS
0.0
1-way Shear (-X)
0.40
in above top of footing
Applied :
•.:
: • • 6apecity
1 N5 ksi:
;': 250 ksf
t.)80 k li'
"
' '1:074 k-ft
0.180 k
0.3222 k
C 4391 k-ft
134 k-ft
0226 t-ft•
• 2.13i k -ft
• + 0. psi
•
• .92.15: psi
0.0 psi
0.0 psi
0.30
Governing Load Combination
+D+0.750Lr+0.750L+O.
+0.60D+0.60W+0.60H
+0.60D+0.60W+0.60H
No Uplift
+1.20D+1.60Lr-450W+
+0.90D+E+0.90H
n/a
n/a
k
ksf
k
k-ft
• .• •• •15• • •• 010
Wall Footing
File=P'VlctiveWUE16030301-SB-ProphoIsResiierc iamiShaeswKjgnue16030301.ec6
9
ENERCALC, INC 19832015, BLild615.10.6,
Ver:6.15.10.6
Description : Wall Footing
Detailed Results
Soil Bearing
Rotation Axis &
Actual Soil Bearing Stress
Actual I Allowable
Load Combination...
Gross Allowable
Xecc
Zecc
+Z +Z -X
-X
Ratio
+D+H
2.50 ksf
0.0 in
0.8950 ksf
0.8950 ksf
0.358
+D+L+H
2.50 ksf
0.0 in
0.8950 ksf
0.8950 ksf
0.358
+D+Lr+H
2.50 ksf
0.0 in
1.095 ksf
1.095 ksf
0.438
+D+S+H
2.50 ksf
0.0 in
0.8950 ksf
0.8950 ksf
0.358
+D+0.750Lr+0.750L+H
2.50 ksf
0.0 in
1.045 ksf
1.045 ksf
0.418
+D+0.750L+0.750S+H
2.50 ksf
0.0 in
0.8950 ksf
0.8950 ksf
0.358
+D+0.60W+H
2.50 ksf
1.207 in
0.6286 ksf
1.161 ksf
0.465
+D+0.70E+H
2.50 ksf
0.0 in
0.8950 ksf
0.8950 ksf
0.358
+M.750Lr+0.750L+0.450W+H
2.50 ksf
0.7751 in
0.8452 ksf
1.245 ksf
0.498
+D+0.750L+0.750S+0.450W+H
2.50 ksf
0.9050 in
0.6952 ksf
1.095 ksf
0.438
+M.750L+0.750S+0.5250E+H
2.50 ksf
0.0 in
0.8950 ksf
0.8950 ksf
0,358
+0.60D+0.60W+0.60H
2.50 ksf
2.011 in
0.2706 ksf
0.8034 ksf
0.321
,+0.60D+0.70E+0.60H
2.50 ksf
0.0 in
0.5370 ksf
0.5370 ksf
0.215
Overturning Stability
Units: kit
Rotation Axis &
Load Combination...
Overturning Moment
Resisting Moment Stability
Ratio
Status
+D+H
None
0.0 k-ft
Infinity
OK
+D+L+H
None
0.0 k-ft
Infinity
OK
+D+Lr+H
None
0.0 k-ft
Infinity
OK
+M+H
None
0.0 k-ft
Infinity
OK
+M.750Lr+0.750L+H
None
0.0 k-ft
Infinity
OK
+D+0.750L+0.750S+H
None
0.0 k-ft
Infinity
OK
+D+0.60W+H
0.180 k-ft
1.790 k-ft
9.944
OK
+D+0.70E+H
None
0.0 k-ft
Infinity
OK
+D+0.750Lr-4750L+0.450W+H
0.1350 k-ft
2,090 k-ft
15.481
OK
+M.750L+0.750S+0.450W+H
0.1350 k-ft
1.790 k-ft
13.259
OK
+D+0.750L+0.750S+0.5250E+H
None
0.0 k-ft
Infinity
OK
+0.60D-460W+0.601-1
0.180 k-ft
1.074 k-ft
5.967
OK
+0.60D+0.70E+0.60H
None
0.0 k-ft
Infinity
OK
Sliding Stability
Force Application Axis
Load Combination...
Sliding Force
Resisting Force
Sliding SafetyRatio
Status
+D+H
0.0 k
0.5370 k
No Sliding
OK
+D+L+H
0.0 k
0.5370 k
No Sliding
OK
+D+Lr+H
0.0 k
0.6570 k
No Sliding
OK
+D+S+H
0.0 k
0.5370 k
No Sliding
OK
+D+0.750Lr+0.750L+H
0.0 k
0.6270 k
No Sliding
OK
+D+0.750L+0.750S+H
0.0 k
0.5370 k
No Sliding
OK
+D+0.60W+H
0.180 k
0.5370 k
2.983
OK
+D+0.70E+H
0.0 k
0.5370 k
No Sliding
OK
+D+0.750Lr+0.750L+0.450W+H
0.1350 k
0.6270 k
4.644
OK
+D+0.750L+0.750S+0.450W+H
0.1350 k
0.5370 k
3.978
OK
+D+0.750L+0.750S+0.5250E+H
0.0 k
0.5370 k
No Sliding
OK
+0.60D+0.60W+0.60H
0.180 k
0.3222 k
1.790
OK
+0.60D+0.70E+0.60H
0.0 k
0.3222 k
No Sliding
OK
Footing Flexure
Flexure Axis &Load Combination Mu Which Tension @ Bot. As Req'd Gvrn. As Actual As Phi*Mn
k-ft Side ? oL?db ?• .' ! InA2 • • • i** inA2 k-ft Status
+1.40D+1.60H
0.3524
-X
Bottom
• •: 0:2502 :. [lin*liemp %
+1.40D+1.60H
0.3524
+X
BoUA ..:
' . ; 0*492 ;
i%T p %
+1.20D+0.50Lr+1.60L+1.60H
0.3302
-X
Bottom
0.2592in
temp °A
+1.20D+0.50Lr+1.60L+1.60H
0.3302
+X
Bottom
0.2592
Min Temp %
+1.20D+1.60L+0.50S+1.60H
0.3021
-X
gok" .
0. 2
Tepp %
+1.20D+1.60L+0.50S+1.60H
0.3021
+X
BQftorrr
Attoni
• • 0. 2
lr►Temp A
+1.20D+1.60Lr+0.50L+1.60H
0.3921
-X
: InK .
INilTenj) %
+1.20D+1.60Lr+0.50L+1.60H
0.3921
+X
. PUttont •
• • 0. %2
MinieaVlo
+1.20D+1.60Lr+0.50W+1.60H
0.3446
-X
Bottom
.
0.2592
On Tent %
+1.20D+1.60Lr+0.50W+1.60H
0.4395
+X
Bottom
0.2592
Min Temp %
+1.20D+0.50L+1.60S+1.60H
0.3021
-X
Bpgo;n
0.2592
Min Temp %
..• . •
. .•.
. .
0.31
12.131
OK
0.31
12.131
OK
0.31
12.131
OK
0.31
12.131
OK
0.31
12.131
OK
0.31
12.131
OK
0.31
12.131
OK
0.31
12.131
OK
0.31
12.131
OK
0.31
12.131
OK
0.31
12.131
OK
Wall Footing
* 1.11
Desaiption : Wall Footing
Footing Flexure
Flexure Axis & Load Combination
+1.20D+0.50L+1.60S+1.60H
+1.20D+1.60S+0.50W+1.60H
+1.20D+1.60S+0.50W+1.60H
+1.20D+0.50Lr+0.50L+W+1.60H
+1.20D+0.50Lr+0.50L+W+1.60H
+1.20D+0.50L+0.50S+W+1.60H
+1.20D+0.50L+0.50S+W+1.60H
+1.20D+0.50L+0.20S+E+1.60H
+1.20D+0.50L+0.205+E+1.60H
, +0.90D+W+0.90H
, +0.90D+W+0.90H
, +0.90D+E+0.90H
+0.90D+E+0.90H
One Way Shear
Load Combination...
+1.40D+1.60H
+1.20D+0.50Lr+1.60L+1.60H
+1.20 D+1.60 L+0.50 S+1.60 H
+1.20D+1.60Lr+0.50L+1.60H
+1.20D+1.60Lr+0.50W+1.60H
+1.20D+0.50L+1.60S+1.60H
+1.20D+1.60S+0.50W+1.60H
+1.20D+0.50Lr+0.50L+W+1.60H
+1.20D+0.50L+0.50S+W+1.60H
+1.20 D+0.50 L+0.20 S+E+1.60 H
+0.90D+W+0.90H
+0.90D+E+0.90H
Mu
Which
Tension @ Bot
k ft
Side ?
or Top ?
0.3021
+X
Bottom
0.2546
-X
Bottom
0.3495
+X
Bottom
0.2353
-X
Bottom
0.4251
+X
Bottom
0.2072
-X
Bottom
0.397
+X
Bottom
0.3021
-X
Bottom
0,3021
+X
Bottom
0.1316
-X
Bottom
0.3214
+X
Bottom
0.2265
-X
Bottom
0.2265
+X
Bottom
As Req'd
in"2
0.2592
0.2592
0.2592
0.2592
0.2592
0.2592
0.2592
0.2592
0.2592
0.2592
0.2592
0.2592
0.2592
GVm.As
in^2
Min Temp %
Min Temp %
Min Temp %
Min Temp %
Min Temp %
Min Temp %
Min Temp %
Min Temp %
Min Temp %
Min Temp %
Min Temp %
Min Temp %
Min Temp %
ENERCALC, INC. 1983-2015, Bu1d6.15.10.6, Ver:6.15.10.6
Actual As
in^2
0.31
0.31
0.31
0.31
0.31
0:31
0.31
0.31
0.31
0.31
0.31
0.31
0.31
Vu @ -X Vu @ +X
Vu:Max
Phi Vn
Vu ! Phi*Vn
0 psi
0 psi
0 psi
82.158 psi
0
0 psi
0 psi
0 psi
82.158 psi
0
0 psi
0 psi
0 psi
82.158 psi
0
0 psi
0 psi
0 psi
82.158 psi
0
0 psi
0 psi
0 psi
82.158 psi
0
0 psi
0 psi
0 psi
82.158 psi
0
0 psi
0 psi
0 psi
82.158 psi
0
0 psi
0 psi
0 psi
82.158 psi
0
0 psi
0 psi
0 psi
82.158 psi
0
0 psi
0 psi
0 psi
82.158 psi
0
0 psi
0 psi
0 psi
82.158 psi
0
0 psi
0 psi
0 psi
82.158 psi
0
.. ... . . . . . ..
. .. . . . . ... .
.. ... .. . . . ..
. ... . • . • . • • •
. . • . •
.. . .... ... .
. • • . • . • . • • •
Phi*Mn
k-ft Status
12.131 OK
12.131 OK
12.131 OK
12.131 OK
12.131 OK
12.131 OK
12.131 OK
12.131 OK
12.131 OK
12.131 OK
12.131 OK
12.131 OK
12.131 OK
Units : k
Status
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
. .. . . . .. ..
... . . . ... . .
3:05 PM
10/7/2016
ngineers, Inc.
www.MUEnuineem.com Tie Down Trusses Calculations
GT
OVER HANG LENGTH
ZOON2
ZOON2
LENGTH(FEET)
2.5
15
WIDTH(FEET)
4.125
4.125
AREA
10.3125
61.875
WIND PRESSURE
-128
-128
UPLIFT
-1318
-7908
TOTAL UPLIFT
-9226
DEAL LOAD
722
TOTAL TIE DOWN CONNECTION "A"
UPLIFT FORCE(0.6DI+0.6WIND)
2334.54375
HT
OVER HANG LENGTH
ZOON3
ZOON3
ZOON2
OVER HANG
LENGTH ZOON2
LENGTH(FEET)
8.6
4.3
4
2
WIDTH(FEET)
1.25
4.3
2
1.3
AREA
10.75
18.49
8
2.6
WIND PRESSURE
-215
-151
-100
-19
UPLIFT
-2310
-2792
-803
-50
TOTAL UPLIFT/2
-2978
DEALLOAD
436
TOTAL TIE DOWN CONNECTION "B"
UPLIFT FORCE(DI+0.6WIND)
-1350.2355
JT
OVER HANG LENGTH
ZOON2
ZOON2
LENGTH(FEET)
1.25
5
WIDTH(FEET)
2
2
AREA
2.5
10
WIND PRESSURE
-128
-109
UPLIFT
-320
-1092
TOTAL UPLIFT IN CONNECTION
-866
DEAL LOAD
188
TOTAL TIE DOWN CONNECTION "C"
UPLIFT FORCE(DI+0.6WIND)
-332
T
OVER HANG LENGTH
ZOON2
ZOON2
LENGTH(FEET)
4.75
5
WIDTH(FEET)
2
2
AREA
. 9�5: : :
•. ACC
WIND PRESSURE
• -128• . .
. .1 •.
UPLIFT
• • -1224 • •
• -4092 • _
TOTAL UPLIFT IN CONNECTION
-1760
DEAL LOAD
• • •S7 .
•. 60 .
TOTAL TIE DOWN CONNECTION "D'
UPLIFT FORCE(DI+0.6WIND)
• • • • •
• • • ;� ' •'
• • •
• • • • •
• • • • • • • 900 • •
• • • • • • • •
P.XAcWeWUE16030301SB-PraphetsResidemmMiarriShoresbng\MUE16030301-TIEDOV. WRUS•CAI.CUIWTIfN 1 of1
• • • •
• • • • 0 0 • . • 0 •
Mark on Plan
Anchor / Connector Type
FASTENERS
TO TRUSS
A
Simpson MGT
(22) 10 d Nails
B
Simpson HETA16
(9) 10d x 1 1/2"Nail
C
Simpson META 16
(7) 10d x 1 1/2"Nail
D
Simpson META6
1(7) 10 d x 1 1/2" Nails
.. ... . . . • • •.
. .. . . . . ... .
.. ... .. . . . ..
. ... . ... . ...
• • • • • • • • • • •
• • • • • • • • • • •
••• • • Y Y ••• • •
••• • • • ••• • •
0
` J Air System Sizing Summary for Split System
Project Name: 160504 Prophet Res
Prepared by: Delta G 1 q.
.r �wMry R°
Air System Information �ttt;ggjj �:•�{'33 �,"� j/�' AUG fr
Air System Name ----- - -----------------------------. Split System M-44 of zc5net.,--------------..._.---- --- ---- --------------
- SPLT AHU F oor�4hea _i iy-
Equipment Class ------------------------- -------1
Air System Type -- ------------------------------------- - ----- SZCAV y catpO;----b---------------------- - - - - a�ni IAP
Sizing Calculation Information�� ,
Calculation Months _.......--..._._.__-.._..._._...._... Jan to Dec ones FM ¢Fng ,, Peak zone sensible load
Sizing Data ._ .............._..._....._...._..__........... User -Modified (ia FJV Si ng .----_.._-------- Zone CFM/ft'
Central Cooling Coil Sizing Data
Total coil load ------------------------- -. -- .......................
3.4
Tons
Total coil load --------------- ------------------------------------
---- ---.._ 41.4
MBH
Sensible coil load...-__._..._.---------------------------------------------
31.5
MBH
Coil CFM at Aug 1700 ....____.._---------------------------------
1400
CFM
Max block CFM------------------------------------ ------ - __ -
___ --. 1400
CFM
Sum of peak zone CFM --------------------------------------------------
1400
CFM
Sensible heat ratio
0.760
ft'/Ton -------------------------------------------------------- _-
---. _. 294.5
BTU/(hr-ft')
40.8
Water flow @ 10.0 °F rise --- ------- -------..-._-------------------
- N/A
Central Heating Coil Sizing Data
Max coil load ---------------------------------------
---------- 11.4
MBH
Coil CFM at Des Htg_.__--------------------------------
1400
CFM
Max coil CFM-------------------- - - -- ---- -- ---- -
-- --------1400
CFM
Water flow @ 20.0 °F drop -----------------------------------------------
NIA
Supply Fan Sizing Data
Actual max CFM -------- ._---- ----- _..._.
_-..___._ 1400
CFM
Standard CFM------------------------------------ ---- ---------------------------
1399
CFM
Actual max CFM/ftz----------------------------- __-
--------------------- 1.38
CFM/ft'
Outdoor Ventilation Air Data
Design airflow CFM --------------------- _-__._.-_ ......---------186 CFM
CFM/ft'--- _ 0.18 CFM/ft'
05/19/2016
Load occurs at ---------------------------------- --------- ___
............. Aug 1700
OADB/WB
90.7/76.9
°F
Entering DB / WB -. _ ---- ---
-------------- 78.5 / 66.3
°F
Leaving DB / WB-----------------------------------------------------
57.7 / 56.6
°F
Coil ADP .......- ..... --- ----------------------------------------------
55.4
°F
Bypass Factor -------------- ------------------------------------
0.100
ResultingRH--------------------------------------------------------------------
--- 52
%
Design supply temp. ---------------------------------------------------
58.0
°F
Zone T-stat Check ------------ --- __ .....----_------
--------- of 1
OK
Max zone temperature deviation
0.2
°F
Load occurs at -- - - - -._- ------------------------------- Des Htg
BTU/(hr-ft2) 11.2
Ent. DB / Lvg DB 66.5 / 74.1 F.
Fan motor BHP
Fan motor kW ..
Fan static _.- ._.
CFM/person ----
- -----
0.15 B6IP
-------------------- '_' •'---- ----------
0.12 kW
• • • •
D•
.• •.
. ••
---- ---------- +'.'.:-':-----..7.44
OFM/person • •
• •
•
••••••
•
••••••
• • •
• • •
• • • • • •
•
'W
�W=
Hourly Analysis Program v4.90 Page 1 of 6
1
Zone Sizing Summary for Split System
Project Name: 160504 Prophet Res 05/19/2016
Prepared by: Delta G 04:36PM
Air System Information
Air System Name --------------------------------------------- Split System
Equipment Class . SPLT AHU
Air System Type ----------- ----------------- ------------- ------------ SZCAV
Sizing Calculation Information
Calculation Months ---------------------------------------------- Jan to Dec
Sizing Data ------.--- _------ --......_ User -Modified
Zone Sizing Data
Number of zones ........................... ........ ._._.-........................ ....-..1
Floor Area . ---- --- - - --- - ----------- 1015.0 ft2
Location -_ ..__._.... ...... ------------------------------ Miami IAP, Florida
Zone CFM Sizing -------------------------- Peak zone sensible load
Space CFM Sizing .--- --- ---- --. Zone CFM/ft'
Maximum
Maximum
Zone
Cooling
Design
Minimum
Heating
Floor
Sensible •
Airflow
Airflow
Time of
Load
Area
Zone
Zone Name
(MBH)
(CFM)
(CFM)
Peak Load
(MBH)
(ft')
CFM/ft2
Zone 1
29.4
1400
1400
Aug 1700
7.1
1015.0
1.38
Zone Terminal Sizing Data
No Zone Terminal Sizing Data required for this system.
Space Loads and Airflows
Zone Name /
Space Name
Mult.
Cooling
Sensible
(MBH)
Time
of
Load
Air
Flow
(CFM)
Heating
Load
(MBH)
Floor
Area
• (fV)
Spice
Cf /ft'
Zone 1
• •
Dining Room Main
1
3.0
Aug 1700
181
0.1
• • 33104
• 38
Kitchen
1
8.8
Aug 1700
364
2.3
• • Q
1. 8
Midea Room
2
7.3
Aug 1700
215
1.6
• JKO
1.3
Master Bath
1
1.0
Aug 1700
137
0.6
• • 9g.6
• • T.Ea
Master Bedroom
1
2.1
Aug 1700
211
0.9
• • 0163•9
0.1.32
WIC
1
0.1
Aug 1700
77
0.0
• • 66•t
• I.38
•00 ......
• • •
•• • ••••
• • •
Hourly Analysis Program v4.90
•
Ventilation Siztng ur�mary !603pla System
Project Name: 160504 Prophet Res • • : • : ; ; 05/19/201 E
Prepared by: Delta G " ' ' • • • • • 04:36PN
No data is available for this report. Space by space ventilation calculations J e:e not performed fdr this ;�iCsyst@m because it uses the 'user -defined' sizing option. With this option
the system outdoor ventilation air flow is specified directly by the user. The MfvreP;pact-b4spacp"culationl4are not performed.
. . . . . •.. ..
Hourly Analysis Program v4.90 Page 3 of 6
Air System Design Load Summary for Split System
Project Name: 160504 Prophet Res 05/19/2016
Prepared by: Delta G 04:36PM
DESIGN COOLING
DESIGN HEATING
COOLING DATA AT Aug 1700
COOLING OA DB / WB 90.7 °F / 76.9 °F
HEATING DATA AT DES HTG
HEATING OA DB / WB 46.0 "F / 38.6 °F
ZONE LOADS
Details
Sensible
(BTU/hr)
Latent
(BTU/hr)
Details
Sensible
(BTU/hr)
Latent
(BTU/hr)
Window & Skylight Solar Loads
241 ft2
8527
-
241 ft2
-
Wall Transmission
918 ft2
2327
-
918 ft2
2240
Roof Transmission
1251 ft2
1697
-
1251 ft2
954
-
Window Transmission
241 ft2
1955
-
241 ft2
3385
-
Skylight Transmission
0 ft2
0
-
0 ft2
0
-
Door Loads
0 ft2
0
-
0 ft2
0
-
Floor Transmission
564 ft2
0
-
564 ft2
567
-
Partitions
0 ft2
0
-
0 ft2
0
-
Ceiling
0 ft2
0
-
0 ft2
0
-
Overhead Lighting
734 W
2503
-
0
0
-
Task Lighting
0 W
0
-
0
0
-
Electric Equipment
0 W
0
-
0
0
-
People
25
5930
4020
0
0
0
Infiltration
-
0
0
-
0
0
Miscellaneous
6500
0
-
0
0
Safety Factor
0%/0%
0
0
0%
0
0
>> Total Zone Loads
29438
4020
7146
0
Zone Conditioning
-
28237
4020
-
7059
0
Plenum Wall Load
0%
0
-
0
, 0
• •-
Plenum Roof Load
0%
0
-
0-
Plenum Lighting Load
0%
0
-
0
,,.,,
• • • -
Return Fan Load
1400 CFM
0
-
1400 CFM-
Ventilation Load
186 CFM
2804
5886
186 CFM
0,47 4
0
Supply Fan Load
1400 CFM
415
-
1400 CFM
, , A15
990046 -
Space Fan Coil Fans
-
0
-
-
• • • 0
Duct Heat Gain / Loss
0%
0
-
0%
• •'„ *0
• • •
>> Total System Loads
31456
9906
• . ,1,1,E 8
0
Central Cooling Coil
31456
9907
• ' ;0
0
Central Heating Coil
0
-1
11,398
• • • • • • -
>> Total Conditioning
31456
9907
•, P13 8
0
Key:
Positive values are cig loads
Negative values are htg loads
Positive values are htg loath • •
Negative values are cig loads
Hourly Analysis Program v4.90 Page 4 of 6
System Psychrometrics for Split System
Project Name: 160504 Prophet Res 05/19/2016
Prepared by: Delta G 04:36PM
August DESIGN COOLING DAY 1700
TABLE 1: SYSTEM DATA
Component
Location
Dry -Bulb
Temp
°F)
Specific
Humidity
(Iblib)
Airflow
(CFM)
CO2 Level
(ppm
Sensible
Heat
BTU/hr
Latent
Heat
BTU/hr
Ventilation Air
Inlet
90.7
0.01678
186
400
2804
5886
Vent - Return Mixing
Outlet
78.5
0.01099
1400
1573
-
-
Central Cooling Coil
Outlet
57.7
0.00950
1400
1573
31456
9907
Central Heating Coil
Outlet
57.7
0.00950
1400
1573
0
-
Supply Fan
Outlet
58.0
0.00950
1400
1573
415
Cold Supply Duct
Outlet
58.0
0.00950
1400
1573
-
-
Zone Air
-
76.7
0.01011
1400
1753
28237
4020
Return Plenum
Outlet
76.7
0.01011
1400
1753
0
-
Air Density x Heat Capacity x Conversion Factor: At sea level = 1.080; At site altitude = 1.079 BTU/(hr-CFM-F)
Air Density x Heat of Vaporization x Conversion Factor: At sea level = 4746.6; At site altitude = 4744.4 BTU/(hr-CFM)
Site Altitude = 13.0 ft
TABLE 2: ZONE DATA
Zone
Terminal
Zone
Sensible
Zone
Zone
Zone
CO2
Heating
Heating
Load
T-stat
Cond
Temp
Airflow
Level
Coil
Unit
Zone Name
BTU/hr
Mode
BTU/hr
°F)
(CFM)
(ppm
BTU/hr
' • D U/hr
Zone 1
29438
Cooling
28237
76.7
1400
1753
• . f 0
' • • • 0
Hourly Analysis Program v4.90 Page 5 of 6
System Psychrometrics for Split System
Project Name: 160504 Prophet Res 05/19/201E
Prepared by: Delta G 04:36PIV
WINTER DESIGN HEATING 7-7-71
TABLE 1: SYSTEM DATA
Component
Location
Dry -Bulb
Temp
°F)
Specific
Humidity
(Iblib)
Airflow
(CFM)
CO2 Level
(ppm
Sensible
Heat
BTU/hr
Latent
Heat
BTU/hr
Ventilation Air
Inlet
46.0
0.00325
186
400
-4754
0
Vent - Return Mixing
Outlet
66.5
0.00325
1400
463
-
-
Central Cooling Coil
Outlet
66.5
0.00326
1400
463
0
0
Central Heating Coil
Outlet
74.1
0.00325
1400
463
11398
-
Supply Fan
Outlet
74.4
0.00325
1400
463
415
Cold Supply Duct
Outlet
74.4
0.00325
1400
463
-
-
Zone Air
-
69.7
0.00325
1400
472
-7059
0
Return Plenum
Outlet
69.7
0.00325
1400
472
0
-
Air Density x Heat Capacity x Conversion Factor., At sea level = 1.080; At site altitude = 1.079 BTU/(hr-CFM-F)
Air Density x Heat of Vaporization x Conversion Factor., At sea level = 4746.6; At site altitude = 4744.4 BTU/(hr-CFM)
Site Altitude = 13.0 ft
TABLE 2: ZONE DATA
Zone
Terminal
Zone
Sensible
Zone
Zone
Zone
CO2
Heating
Heating
Load
T-stat
Cond
Temp
Airflow
Level
Coil
Unit
Zone Name
BTU/hr
Mode
BTU/hr
°F)
(CFM)
(ppm
BTU/hr
" d U/hr
Zone 1
-7146
Heating
-7059
69.7
1400
472
• • • 0
"•• 0
Hourly Analysis Program v4.90 Page 6 of 6
FORM R405-2014
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Prophete Residence
Builder Name:
Street: 190 NW 101st St
Permit Office:
City, State, Zip: Miamia Shores, FL, 33150
Permit Number:
Owner:
Jurisdiction:
Design Location: FL, Miami Beach
1. New construction or existing Addition
9. Wall Types (887.0 sqft.)
Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior R=11.0 887.05 ft2
b. N/A
R= ft2
3. Number of units, if multiple family 1
c. N/A
R= ft2
4. Number of Bedrooms(Bedrms In Addition) 1(0)
d. N/A
R= ft2
10. Ceiling Types (859.0 sqft.)
Insulation Area
5. Is this a worst case? No
a. Under Attic (Vented)
R=30.0 859.00 ft2
6. Conditioned floor area above grade (ft2) 859
b. N/A
R= ft2
Conditioned floor area below grade (ft2) 0
c.
R= ft2
11. Ducts
R ft2
7. Windows(210.5 sqft.) Description Area
a. Sup: Attic, Ret: Attic, AH: Attic
6 171.8
a. U-Factor: Sgl, U=0.58 210.47 ft2
SHGC: SHGC=0.28
b. U-Factor: N/A ft2
12. Cooling systems
kBtu/hr Efficiency
SHGC:
a. Central Unit
42.0 SEER:16.00
c. U-Factor: N/A ft2
SHGC:
13. Heating systems
kBtu/hr Efficiency
••••
d. U-Factor: N/A ft2
a. Electric Strip Heat
19.8 COF1:1.00
SHGC:
: ••• •.•. ••••00
Area Weighted Average Overhang Depth: 0.663 ft.
• • • • •
Area Weighted Average SHGC: 0.280
14. Hot water systems - None required• • • • • • • • • • • • •
•
a.
000000 Cap: N/A •
8. Floor Types (859.0 sqft.) Insulation Area
•
0000 EF:.6.33825E029 :**so
a. Slab -On -Grade Edge Insulation R=0.0 859.00 ft2
b. Conservation features
' • • • • • • •
•••• • •••••
b. N/A R= ft2
•
c. N/A R= ft2
15. Credits
„' „' ; ' „'Pstat
Total Proposed Modified Loads: 38.51
• • n
Glass/Floor Area: 0.245
r A • • • • •
Total Baseline Loads: 39.06
I hereby certify that the plans and specifications covered by
Review of the plans and
of C E ETA •
this calculation are in compliance with the Florida Energy
specifications covered by this
Code.
calculation indicates compliance
�,�
�e�
with the Florida Energy Code.
ti n+r�: '•. `. O
PREPARED BY: S
Before construction is completed
c�
DATE: Z8 .•" NSE '-
this building will be inspected for
compliance with Section 553.908
log
.♦
� � v •% * ",
�
I hereby certify that this build' ,�s�de ' �, is i omplj�ce_-
Florida Statutes.
with the Florida Energy Code_ 0 to
,9Wt40VAGENT: %* ' 2
BUILDING OFFICIAL:
DATE: ^v'•'
DATE:
.-� -^- N.
- Compliance requires certificaw-eya _unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accords 4nif��l�1�g3.2.2.1.
- 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.
6/2/2016 10:45 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4
FORM R405-2014
PROJECT
Title: Prophete Residence
Bedrooms: 1
Address Type:
Street Address
Building Type: User
Conditioned Area: 859
Lot #
Owner:
Total Stories: 1
Block/SubDivision:
# of Units: 1
Worst Case: No
PlatBook:
Builder Name:
Rotate Angle: 0
Street:
190 NW 101st St
Permit Office:
Cross Ventilation:
County:
Miami -Dade
Jurisdiction:
Whole House Fan:
City, State, Zip:
Miamia Shores,
Family Type: Single-family
FL, 33150
New/Existing: Addition
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 Beach FL_MIAMI_INTL_AP 1 51 90
70
75 149.5
58
Low
BLOCKS
Number Name
Area Volume
1 Block1
859 7382.4
SPACES
Number Name
Area Volume Kitchen Occupants
Bedrooms
InfilID Finished Cooled
Heated
1 Dining Room
131 1179 No 10
1 •yv
• • •Yd5
"g • ;
2 Kitchen
264 1874.4 Yes 5
0
1 Yes
• Yes•
Yes •
3 Master Bathroom
99 891 No 0
0
•
1 • • • 0`6e6
)6es
*Yes
•••••
4 Master Bedroom
153 1530 No 2
1
1 . • •Ia6
: • •`i L
''es
5 Media Room
156 1404 No 4
0
1 ....Y.v
.. Yes
.Yeg..
6 WIC
56 504 No 0
0
• .
1 .. 'Yes
•
FLOORS
•
•••••
# Floor Type
Space Perimeter Perimeter R-Value
Area
Joist R-tiaiue :
Tiler. Aood
Caipei •
1 Slab -On -Grade Edge Insulatio
Dining Room 0.1 ft 0
131 ft2
----
0 • • 0
1
2 Slab -On -Grade Edge Insulatio
Kitchen 35 ft 0
264 ft2
_---
0 0
1
3 Slab -On -Grade Edge Insulatio
Master Bathroom 0.1 ft 0
99 ft2
----
0 0
1
4 Slab -On -Grade Edge Insulatio
Master Bedroom 13 ft 0
153 ft2
----
0 0
1
5 Slab -On -Grade Edge Insulatio
Media Room 39 ft 0
156 ft2
----
0 0
1
6Slab-On-Grade Edge Insulatio
WIC 0.1 ft 0
56ft2
----
0 0
1
6/2/2016 10:45 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4
1367:TTJ1ZZ,91-MGEI
ROOF
/
Roof
Gable
Roof Solar
SA Emitt Emitt Deck
Pitch
V
#
Type Materials Area
Area
Color Absor.
Tested
Tested Insul.
(deg)
1
Hip Composition shingles 930 ft2
0 ft2
Medium 0.96
No 0.9
No 0
22.6
ATTIC
V
#
Type Ventilation
Vent Ratio (1 in)
Area
RBS IRCC
1
Full attic Vented
300
859 ft2
N N
CEILING
#
Ceiling Type Space
R-Value
Area
Framing Frac
Truss Type
1
Under Attic (Vented) Dining Room
30
131 ft2
0.11
Wood
2
Under Attic (Vented) Kitchen
30
264 ft2
0.11
Wood
3
Under Attic (Vented) Master Bathroom 30
99 ft2
0.11
Wood
4
Under Attic (Vented) Master Bedroom 30
153 ft2
0.11
Wood
5
Under Attic (Vented) Media Room
30
156 ft2
0.11
Wood
6
Under Attic (Vented) WIC
30
56 ft2
0.11
Wood
WALLS
Adjacent
Cavity Width Height
Sheathing Framing••Solar
Below
Ornt
Space
To Wall Type
R-Vahip. Ft
In Ft In
Arpa -
AM
1
S
Exterior Concrete Block - Int Insul Kitchen
11 21
7 1
148.8 ft2 00 • •
0 0* 0.75
•.
00 •
2
E
Exterior Concrete Block - Int Insul Kitchen
11 30
7 7 1
216.6 ft2 • •. •..
0 0 • • • 0'75
•. D•
3
W
Exterior Concrete Block - Int InA&ster Bathro
11 13
2 9 0
118.5 ft2 • • • • • •
0 • 0.75
PO
4
W
Exterior Concrete Block - Int InsMaster Bedro
11 13
2 10 0
131.7 ft2 • • • • 0.
0 : •.. b.75
• 0
5
W
Exterior Concrete Block - Int InsMedia Room
11 13
0 9 0
117.0 ft2 0:: •:.
0 0 p.75
• p.
6
S
Exterior Concrete Block - Int InsUedia Room
11 17
2 9 0
• •
154.5 ft2 • • • •
. • •
0 • • 0.75
• • 4• •
WINDOWS
• . •
•
•
•••••
Orientation shown is the entered, Proposed orientation.
. .
: `
•
Wall
Overhand • •
• • • •
•
V
#
Ornt ID Frame Panes NFRC U-Factor
SHGC
Area
Depth Separation
Int SPAde • Screening
1
S 1 Metal Single (Clear) Yes
0.58 0.28
20.7 ft2
Oft 81 in 0 ft 18 in
Drapes/blinds
None
2
E 2 Metal Single (Clear) Yes
0.58 0.28
27.6 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
3
W 3 Metal Single (Clear) Yes
0.58 0.28
11.9 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
4
W 3 Metal Single (Clear) Yes
0.58 0.28
13.0 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
5
W 4 Metal Single (Clear) Yes
0.58 0.28
33.3 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
6
W 5 Metal Single (Clear) Yes
0.58 0.28
52.0 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
7
S 6 Metal Single (Clear) Yes
0.58 0.28
52.0 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
6/2/2016 10:45 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4
FORM R405-2014
INFILTRATION
# Scope
Method
SLA
CFM 50 ELA EgLA
ACH
ACH 50
1 Wholehouse Proposed ACH(50)
.000273
615.2 33.77 63.52
.1884
5
HEATING SYSTEM
#
System Type
Subtype
Efficiency
Capacity
Block
Ducts
1
Electric Strip Heat
None
COPA
19.79 kBtu/hr
1
sys#1
COOLING SYSTEM
#
System Type
Subtype
Efficiency Capacity
Air Flow SHR
Block
Ducts
1
Central Unit
Split
SEER: 16 42 kBtu/hr 1260 cfm 0.75
1
sys#1
SOLAR HOT WATER SYSTEM
FSEC
Collector Storage
Cert # Company Name
System Model # Collector Model #
Area Volume
FEF
ft2
DUCTS
V
-- Supply ---
--- Return --
Air CFM 25 CFM25
HVAC #
#
Location R-Value Area
Location
Area Leakage Type
Handler TOT OUT ON
RLF
Heat Cool
1
Attic 6 171.8 ft Attic
42.95 ft Default Leakage
Attic (Default) (Default)
• •
1 1
TEMPERATURES
•
• •
•
Programable Thermostat: Y
Ceiling Fans:
...;..
.
.
CoolingJan
Heatin
Feb Mar
Jan Feb Mar
[ ] Apr
[ ] Apr
j May [X] Jun [X] Jul
] May [ ] Jun [ ] Jul
Auge
f Aug 4
. Oct
Sep • •
• • w%*
•�X] Nov
•Venting
Haer.
[
l
] Jan [ ] Feb Mar
l
[X] Apr [
t
] May [ ] Jun [ ] Jul
[ Aug [
pOct
Sep ct
[ZC] N v
Thermostat Schedule: HERS 2006 Reference
Hours
Schedule Type
1
2 3
4 5 6
7 8
; 9';'; 10
'11
12 '
Cooling (WD)
AM 78
78 78
78 78 78
78 78
•80 80
;"'£#�'
40
PM 80
80 78
78 78 78
78 78
•78 • • 78
78
i$ • • •
Cooling (WEH)
AM 78
78 78
78 78 78
78 78
78 78
'..'I8;
78
PM 78
78 78
78 78 78
78 78
78 78
78
78
Heating (WD)
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
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
6/2/2016 10:45 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4
FORM R405-2614
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 99
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. Conditioned floor area (ft2)
7. Windows" Description
a. U-Factor: Sgl, U=0.58
SHGC: SHGC=0.28
b. U-Factor: N/A
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. N/A
c. N/A
190 NW 101st St, Miamia Shores, FL, 33150
Addition
9. Wall Types
Insulation
Area
Single-family
a. Concrete Block - Int Insul, Exterior
R=11.0
887.05 ft2
b. N/A
R=
ft2
1
c. N/A
R=
ft2
1(0)
d. N/A
R=
ft2
10. Ceiling Types
Insulation
Area
No
a. Under Attic (Vented)
R=30.0
859.00 ft2
859
b. N/A
R=
ft2
c. N/A
R=
ft2
Area
11. Ducts
R ft2
210.47Area
ft2
a. Sup: Attic, Ret: Attic, AH: Attic
6 171.8
ft2
12. Cooling systems
kBtu/hr
Efficiency
ft2
a. Central Unit
42.0
SEER:16.00
ft2
0.663 ft.
0.280
Insulation
Area
R=0.0
859.00 ft2
R=
ft2
R=
ft2
13. Heating systems
a. Electric Strip Heat
• •
14. Hot water systems - None required •
a.
••..•
•
b. Conservation features
• • • •
•
15. Credits
• • • •
o•
• •
I 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:
kBtu/hr • FElfie-iency
•
•
•
19(+QP:1.00
... • ..
Cap: N/A
• •
• . EF:
••••••
• •
••••••
• • •
• •• 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.
6/2/2016 10:46 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 BuildingPerformance and Prescriptive Methods
ADDRESS: 190 NW 101st St Permit Number:
Miamia Shores, FL, 33150
MANDATORY REQUIREMENTS See individual code sections for full details.
❑ 401.3 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 building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate compliance for the building. 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.
O R402.4.1 Building thermal 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 differential 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 manufacturer's 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 shall inspect all components and verify compliance.
• R402.4.1.2 Testing. The building 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 0.2 inches w.g. (50 Pascals). 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 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 closed, but not sealed bewo 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 closed A& 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. • • • • • • • • •
O R402.4.2 Fireplaces. New wood-buming fireplaces shall have tight -fitting flue dampers and outdoor cambustian air. :...:. • •
O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltrpyQ,rtir;(p of no; pre Van 0.3 c*ry; • • •
per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), viftA jested accOrdifig to•NFRC 400 or• •
AAMA/WDMA/CSA 101/I.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 lighting. Recessed luminaires installed in the building thermal envelope shall bt se l@ dto limit air leakage 0 • • • •
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled asdhaviag an air leakage rate net •
more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential.%I614sed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
❑ R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
❑ R403.1.3 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.
❑ R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment
passageways for air distribution 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 tightness 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 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. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall 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 cfm
(85 Umin) per 100 square feet (9.29 m2) of conditioned floor area.
Exceptions:
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 complying by Section R405 of this code.
6/2/2016 10:46 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
O R403.2.2.1 Sealed air handler. 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 (419C)
or below 55 F (13�C) shall be insulated to a minimu m 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.
❑ 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 % inches (89 mm) in the hot water distribution line and cold water line located as close 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. The minimum
temperature setting range shall be from 1001= to 14 09= (389C to 609C).
• R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied
to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s)
of combustion types of service water heating systems to be turned off.
O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of VILIOrNint installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated rPiquir%rllgnts for thlb"Propriate *AMP •
heating category. Solar 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 production Srt%9d by the aARuaT solar engrtJ - •'
factor of the system. The solar energy factor of a system shall be determined from the Florida SClbfl EA&gy Center Directory of: 0 • • •
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Te0Methods for Solar Collectors, •
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, C'oJW%r9 in inst0Pea'sHr water.....
heating systems should meet the following criteria: • • 0 • • 0 • • * 0 : • 0 •
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and • • • • • • 000000
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 retIuiremehts of tu..;. %
Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved mean%5f.ventilatlbn. • • • •
Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is•not eperatin9 0 • • • • •
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 R403.5.2 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, crawlspaces, 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 R302.1. 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 the total load 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.
6/2/2016 10:46 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Corn Page 2 of 3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
O R403.6.1.1 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
load calculation (or entering water temperature for water -source equipment), the blower cfm 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 return 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.
O R403.6.1.2 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.
• R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall 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 burners
shall 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 or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to
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 major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized. • • • •
R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall cosnp&y with Sectoris • • • ; •
❑ Ys 9 p 9 ( rY)• Y 9 p 9
C403 and C404 of the Commercial Provisions in lieu of Section R403. ' • ' ' • ' •
•••••• •• • ••••••
❑ R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy tgryi:i% fp the building, shall •
include automatic controls capable of shutting off the system when the pavement temperature is above 557, and D9 Pl;pcipitatiog is falling • • • •
and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. • • • • • • • • • • • • •
❑ R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential poolsmmd • • •: • • •
inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-J§.'wlenergy; '. • • • •.,.
requirements for portable spas shall be in accordance with ANSI/APSP-14. • • • •
O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off Switch that is m;gr�gc= • • • • • •
outside the heater to allow shutting off the heater without adjusting the thermostat setting. • • • • •
R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall hawoa rtwninaum
thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance wth'ANSI Z 21.56.
Pool heaters fired 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 Conditions -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 R403.9.2 Time switches. Time switches or other control method that can automatically turn 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 on 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.
❑ 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 required to utilize high -efficacy lamps.
O R404.1.1 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.
6/2/2016 10:46 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3
Building Input Summary Report
PROJECT
Title:
Prophete Residence Bedrooms: 1
Address Type:
Street Address
Building Type:
User
Bathrooms: 1
Lot #
Owner:
Conditioned Area: 859 sq.ft.
Block/SubDivision:
# of Units:
1
Total Stories: 1
PlatBook:
Builder Name:
Worst Case: No
Street:
190 NW 101st St
Permit Office:
Rotate Angle: 0
County:
Miami -Dade
Jurisdiction:
Cross Ventilation:
City, State, Zip:
Miamia Shores
,
Family Type:
Single-family
Whole House Fan:
FL , 33150
New/Existing:
Addition
Terrain: Suburban
Year Construct:
2016
Shielding: Suburban
Comment:
CLIMATE
Design
Design Temp
Int Design Temp Heating
Design Daily Temp
Location
Tmy Site 97.5 % 2.5 %
Winter Summer Degree Days
Moisture
Range
FL, Miami Beach
FL MIAMI INTL AP 51 90
70 75 149.5
58
Low
UTILITY RATES
Fuel
Unit
Utility Name
Monthly Fixed Cost
$/Unit
Electricity
kWh
EnergyGauge Default
0
0.1188
Natural Gas
Therm
EnergyGauge Default
0
• • • 1.72
Fuel Oil
Gallon
EnergyGauge Default
0 •
' • • • �1�1
• •. • •
Propane
Gallon
EnergyGauge Default
0 . • • :
. • 41.4
SURROUNDINGS
�•���•
Shade Trees
AAjacen&BuiIdings..: •
•
Ornt Type
Height Width Distance
Exist Height"'
Width Distanco"
••••••
•• •
••• •
N None
Oft Oft Oft
0ft••�••�
04 �•••
Of!••••
NE None
Oft Oft Oft
Oft••••..
Oft •
Oft ••
E None
Oft Oft Oft
Oft: ' :
0%} .
Oft•.•:
SE None
Oft Oft Oft
Oft• •
0fi9 00 0'
Oft
S None
Oft Oft Oft
Oft'..' ;
Oft.•..
0$00"
SW None
Oft Oft Oft
Oft
Ofi..' ;
Oft
W None
Oft Oft Oft
Oft
Oft
Oft
NW None
Oft Oft Oft
Oft
Oft
Oft
BLOCKS
Number
Name
Area Volume
1
Blockl
859 7382.4
SPACES
Number
Name
Area Volume Kitchen Occupants
Bedrooms Finished
Cooled
Heated
1
Dining Room
131 1179 No 10
Yes
Yes
Yes
2
Kitchen
264 1874.4 Yes 5
0 Yes
Yes
Yes
3
Master Bathroom 99 891 No 0
0 Yes
Yes
Yes
4
Master Bedroom 153 1530 No 2
1 Yes
Yes
Yes
5
Media Room
156 1404 No 4
0 Yes
Yes
Yes
6
WIC
56 504 No 0
0 Yes
Yes
Yes
Building Input Summary Report
FLOORS
#
Floor Type Space Perimeter Perimeter R-Value Area
Joist R-Value
Tile
Wood
Carpet
1
Slab -On -Grade Edge Insulation Dining Room 0.1 ft 0
131 ft2
----
0
0
1
2
Slab -On -Grade Edge Insulation Kitchen 35 ft 0
264 ft2
----
0
0
1
3
Slab -On -Grade Edge Insulation Master Bathroom 0.1 ft 0
99 ft2
----
0
0
1
4
Slab -On -Grade Edge Insulation Master Bedroom 13 ft 0
153 ft2
----
0
0
1
5
Slab -On -Grade Edge Insulation Media Room 39 ft 0
156 ft2
----
0
0
1
6
Slab -On -Grade Edge Insulation WIC 0.1 ft 0
56 ft2
----
0
0
1
ROOF
Roof Gable
Roof
Solar SA Emitt
Emitt
Deck
Pitch
#
Type Materials Area Area
Color Absor. Tested
Tested Insul.
(deg)
1
Hip Composition shingles 930 ft2 0 ft2
Medium
0.96 No 0.9
No
0
22.6
ATTIC
#
Type Ventilation Vent Ratio (1 in)
Area
RBS IRCC
1
Full attic Vented 300
859 ft2
N N
•
•
CEILING
••
••
•
#
Ceiling Type Space R-Value
Area
FramirW.Fr1gipn
Truss Type•
1
Under Attic () Dining Room 30
131 ft2
•
.:Wood
•
2
Under Attic () Kitchen 30
264 ft2
�0!?i' •
(I fie •
•
Wood
00000
3
Under Attic () Master Bathroom 30
99 ft2
•
; •
Wood
•w�• •
.
• • • • •
4
Under Attic () Master Bedroom 30
153 ft2
"*10 • •
• Wood
. •
5
Under Attic () Media Room 30
156 ft2
;.11 •
...
; food
"' •'
6
Under Attic () WIC 30
56 ft2
:6.11*
•
Wood
• • • •
• • •
WALLS
Wall orientation below is as entered. Actual orientation is modified by
rotate angle shown in "Project" section above.
Adjacent Cavity Width
Space
Height
Sheathing Framing
Solar
Below
#
Ornt To Wall Type R-Value Ft In
Ft In
Area R-Value Fraction
Absor.
Grade%
1
S Exterior Concrete Block - Int Insul Kitchen 11 21
7 1
148.8 ft2
0
0.75
0
2
E Exterior Concrete Block - Int Insul Kitchen 11 30
7 7 1
216.6 ft2
0
0.75
0
3
W Exterior Concrete Block - Int InsuMaster Bathroo 11 13
2 9 0
118.5 ft2
0
0.75
0
4
W Exterior Concrete Block - Int InsuMaster Bedroo 11 13
2 10 0
131.7 ft2
0
0.75
0
5
W Exterior Concrete Block - Int Insul Media Room 11 13
0 9 0
117.0 ft2
0
0.75
0
6
S Exterior Concrete Block - Int Insul Media Room 11 17
2 9 0
154.5 ft2
0
0.75
0
6/2/2016 10:57 AM EnergyGaugeO / USRCSB v4.0 Page 2 of 5
Building Input Summary Report
WINDOWS
Wall
Overhang
#
Ornt
ID
Frame
Panes
NFRC
U-Factor
SHGC
Storm
Area
Depth Separation
Interior Shade
Screening
1
S
1
Metal
Single (Clear)
Yes
0.58
0.28
N
20.7 ft2
Oft 81 in 0 ft 18 in
Drapes/blinds
None
2
E
2
Metal
Single (Clear)
Yes
0.58
0.28
N
27.6 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
3
W
3
Metal
Single (Clear)
Yes
0.58
0.28
N
11.9 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
4
W
3
Metal
Single (Clear)
Yes
0.58
0.28
N
13.0 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
5
W
4
Metal
Single (Clear)
Yes
0.58
0.28
N
33.3 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
6
W
5
Metal
Single (Clear)
Yes
0.58
0.28
N
52.0 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
7
S
6
Metal
Single (Clear)
Yes
0.58
0.28
N
52.0 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
# Scope
1 Wholehoi
Mass Type
No Added Mass
No Added Mass
No Added Mass
No Added Mass
No Added Mass
Method
# System Type
1 Electric Strip Heat
# System Type
1 Central Unit
# System Type S
Subtype
INFILTRATION
SLA CFM 50 ELA EgLA A
.000273 615.2 33.77 63.52 .1
MASS
Area Thickness
0ft2 Oft
0ft2 Oft
0ft2 Oft
0ft2 Oft
0ft2 Oft
0ft2 Oft
HEATING SYSTEM
Efficiency Capacity
COP:1 19.79 kBtu/hr
COOLING SYSTEM
Subtype Efficiency Capacity
Split SEERA6 42 kBtu/h
HOT WATER SYSTEM
Location EF Cao Usl
DUCTS
CH ACH 50 Space(s)
884 5 All
Furniture Fraction
0.3
0.3
0.3
0.3
0.3
0.3
Dining Room
Kitchen •
J s
• Maeter Bathroom* • • ... •
'%as;rBedrpdrff.•„ 00
•ss..• •• • •.•••
Vedia Room
•J•••. •
•.•.
r..• WIC • ••
.... . .....
• .
fill
-----Geothermal HestPump--+-- • *Ducts Eleel• s
Entry Power.. Volt. Curr • •
0 0 o oqVs#1 1
• • . •••.•
Goes
Air Flow SHR Ducts Block
r 1260 cfm 0.75 sys#1 1
SetPnt Credits
DUCT
------ Supply --------
--- ----- Return ------
Air
CFM 25
CFM25
HVAC #
#
Location R-Value Area
Location Area Number Leakage Type
Handler
TOT
OUT
QN RLF Heat Cool
1
Attic 6 171.8 ft2
Attic 42.95 ft2 1 Default Leakage
Attic
Default
(Default)
1 1
6/2/2016 10:57 AM EnergyGauge® / USRCSB v4.0 Page 3 of 5
Building Input Summary Report
TEMPERATURES
Programable Thermostat: Y
Ceiling Fans:
N
CoolingJan
HeatinHJan
Feb
Feb
Mar
Mar
A r
Apr
Ma
May
Jun
Jun
Jul
Jul
AugX]
Au4
]Sep
Se [ ]Oct
[ ]
Oct
Nov
Nov
Dec
f X� Dec
VentingJan
Feb
Mar
Apr
May
Jun
[ Jul
l
[ Aug
l
[)
Se [X]
Oct
Nov
[ ] Dec
Thermostat Schedule: HERS 2006 Reference
Hours
Schedule Type
1
2
3
4
5
6
7
8
9
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
78
Cooling (WEH)
AM
78
78
78
78
78
78
78
78
78
78
78
78
PM
78
78
78
78
78
78
78
78
78
78
78
78
Heating (WD)
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
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
APPLIANCES & LIGHTING
Appliance Schedule: HERS 2006 Reference
Hours
Schedule Type
1
2
3
4
5
6
7
8
9
10
11
12
Ceiling Fans (Summer)
AM
0.65
0.65
0.65
0.65
0.65
0.65
0.65
0.33
0.33
0.33
0.33
0.33
% Released:
100
PM
0.33
0.33
0.33
0.33
0.33
1
0.9
0.9
0.9
0.9
0.9
0.65
Annual Use:
0 kWh/Yr
Peak Value:
0 Watts
Clothes Washer
AM
0.105
0.081
0.046
0.046
0.081
0.128
0.256
0.57
0.849
1
••G.677
0.872
% Released:
60
PM
0.779
0.698
0.605
0.57
0.581
0.57
0.57
0.57
10.57 •
0.488•
• • 40@6
0.18$ • •
Annual Use:
0 kWh/Yr
Peak Value:
0 Watts
�••�
•• ,
•'
Dishwasher
AM
0.139
0.05
0.028
0.024
0.029
0.09
0.169
0.303
lb"= • •
0.594
• •0.502
04*0
% Released:
60
PM
0.377
0.396
0.335
0.323
0.344
0.448
0.791
1
• S.6 • • •
0.597
0.383
04 �
Annual Use:
0 kWh/Yr
Peak Value:
0 Watts
••••
•
•
010 0
•
Dryer
AM
0.2
0.1
0.05
0.05
0.05
0.075
0.2
0.375
6.3"
0.8 '
0.95
'f;"41
% Released:
10
PM
0.875
0.85
0.8
0.625
0.625
0.6
0.575
0.55
bt:5';
0.7 ;'•
0%.
0*Pt
Annual Use:
0 kWh/Yr
Peak Value:
0 Watts
Lighting
AM
0.16
0.15
0.16
0.18
0.23
0.45
0.4
0.26
•0.19D
0.16
0.12
•
0.11 •
% Released:
90
PM
0.16
0.17
0.25
0.27
0.34
0.55
0.55
0.88
Y 1
0.86
• • 454
0.28
Annual Use:
1142 kWh/Yr
Peak Value:
373 Watts
: • •
:90 • •
Miscellaneous
AM
0.48
0.47
0.47
0.47
0.47
0.47
0.64
0.71
0.67
0.61 '
• • U.SS
0.53
% Released:
90
PM
0.52
0.5
0.5
0.5
0.59
0.73
0.79
0.99
1
0.96
0.77
0.55
Annual Use:
0 kWh/Yr
Peak
Value:
0 Watts
Pool Pump
AM
0
0
0
0
0
0
0
0
0
1
1
1
% Released:
0
PM
1
1
1
1
0
0
0
0
0
0
0
0
Annual Use:
0 kWh/Yr
Peak
Value:
0 Watts
Range
AM
0.057
0.057
0.057
0.057
0.057
0.114
0.171
0.286
0.343
0.343
0.343
0.4
% Released:
100
PM
0.457
0.343
0.286
0.4
0.571
1
0.857
0.429
0.286
0.229
0.171
0.114
Annual Use:
0 kWh/Yr
Peak
Value:
0 Watts
Refrigeration
AM
0.85
0.78
0.75
0.73
0.73
0.73
0.75
0.75
0.8
0.8
0.8
0.8
% Released:
100
PM
0.88
0.85
0.85
0.83
0.88
0.95
1
0.98
0.95
0.93
0.9
0.85
Annual Use:
kWh/Yr
Peak
Value:
Watts
Well Pump
AM
0.05
0.05
0.05
0.05
0.05
0.05
0.1
0.1
0.1
0.1
0.1
0.1
% Released:
0
PM
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
Annual Use:
0 kWh/Yr
Peak Value:
0 Watts
6/2/2016 10:57 AM EnergyGauge® / USRCSB v4.0 Page 4 of 5
Building Input Summary Report
REFRIGERATORS
ID
Type
Screen
Location
Quantity Vol FrZ. Vol
Make Model
Schedule
kWhPerYr
1
Refrigerat
Default New
Kitchen
1 25.6 5
HERS201
691
DISHWASHERS
ID
Type
Screen
Location
Capacity Vintage
Make
Model
Schedule
kWhPerYr
1
Dishwash
Default New
Kitchen
12 2004 or N
HERS201
372
RANGE OVEN
ID
Type
Screen
Location
Type Fueltype
Make
Model
Cooktop
Oven
1
RangeOv
Default New
Kitchen
CooktopOven C Electric
Electric fl
Not Conv
HARD WIRED LIGHTING
ID
Type
Screen
Location
Total# Qualify# Comp FI
All Other FL
txtBulbtype
Schedule
Wafts per bulb
1
Hard-Wir
By Count - Qualif
Dining Ro
40 40 0
2
Incandes
HERS201
60
MISC ELECTRICAL LOADS
ID
Type
Screen
Item
Quantity Catagory
Operating
Location
Schedule
Off Standby
1
Misc Elec
Simple Default
1
1
Main
HERS201
1
• .
00*0
• • •
•
0:0
•
.••.•.
. .
..... •
0000
• •
• .
•
•...•.
.
•
•
•
• •
.. .
••..
•
6/2/2016 10:57 AM EnergyGauge® / USRCSB v4.0 Page 5 of 5
FORM R405-2014
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Prophete Residence Builder Name:
Street: 190 NW 101st St Permit Office:
City, State, Zip: Miamia Shores, FL, 33150 Permit Number:
Owner: Jurisdiction:
Design Location: FL, Miami Beach
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.
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.
Corners and headers shall be insulated and the junction of the foundation
Walls
and sill plate shall be sealed.
The junction of the top plate and the top or exterior walls shall be sealed.
Exterior thermal envelope insulation for framed walls shall be installed in
substantial contact and continuous alignment with the air barrier.
Knee walls shall be sealed.
Windows, skylights and doors
The space between window/doorjambs and framing and skylights and
framing shall be sealed.
•
Rim joists
Rim joists are insulated and include an air barrier. •. • • •
•
Floors (including above -garage
Insulation shall be installed to maintain permanent contact with underside 0 •
•
and cantilevered floors)
of subfloor decking. """
• •
The air barrier shall be installed at any exposed edge of insulation"'. :.
•:. •
Crawl space walls
Where provided in lieu of floor insulation, insulation shall be perrnar► Aly : •
•
• o • • •
attached to the crawlspace walls. 000000
• • ...
Exposed earth in unvented crawl spaces shall be covered with a Qass•I
vapor retarder with overlapping joints taped. ' '
Shafts, penetrations
Duct shafts, utility penetrations, and flue shaft openings to exterior or• .
•
0 0
unconditioned space shall be sealed. " ' •
:
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.
Garage separation
Air sealing shall be provided between the garage and conditioned spaces.
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.
Electrical/phone box on
The air barrier shall be installed behind electrical or communication boxes or
air sealed boxes shall be installed.
HVAC register boots
HVAC register boots that penetrate building thermal envelope shall be
sealed to the sub -floor or drywall.
Fireplace
An air barrier shall be installed on fireplace walls. Fireplaces shall have
gasketed doors
6/2/2016 10:46 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:
Prophete Residence
Builder Name:
Street:
190 NW 101 st St
Permit Office:
City, State, Zip:
Miamia Shores, FL , 33150
Permit Number:
Design Location:
FL, Miami Beach
Jurisdiction:
Envelope Leakage Test Results
Regression Data:
C:
n:
Single or Multi Point Test Data
R:
HOUSE PRESSURE
FLOW:
1
Pa
cfm
2
Pa
cfm
3
Pa
cfm
4
Pa
cfm
5
Pa
cfm
6
Pa
cfm
Leakage Characteristics
CFM(50):
E LA:
EgLA:
ACH:
ACH(50):
SLA: ....
. . .... ......
• • • •
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of no?dkt6*ditg 5 air chaflges per h44 • • ;
in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blo werdoo r at a pressR of 0.2 ' •
inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. wgtien reporONe results ofi*e • •
test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at q7j� rafter crr,ationpf 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 intenCed XeE:herstripping Or other • • ... •
infiltration control measures; • • • • • •
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not seal : d taeyfnd intengegd igfiltration;"";
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 closed 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:
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:
o� -TIAE STTA
6/2/2016 10:47 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Softwar Page 1 of 1
' Air System Sizing Summary for Split
9/2016
Project Name: 160504 Prophet Res
Air System Information
Air System Name ...__--.-_.-...__._--------- _. li. Sy t m
Equipment Class ....__------.._____....-... __.. ... S LT U
Air System Type ..- - ------ - ---- - - ... S v
'Y
Sizing Calculation Informati n c •}
Calculation Months ------------------------ --- -- --- USizing Data --------------------------- U5_ #o .i„ed
Central Cooling Coil Sizing Data
Total coil load---------------------------------------------------------------
3.4
Total coil load ---------------------------------- -- ------ -
-- -- -------- 41.4
Sensible coil load -...... _ _. _-----
----- 31.5
Coil CFM at Aug 1700 ----------------- --- ________------
_-..- 1400
Max block CFM----------------------------------------------------------------
1400
Sum of peak zone CFM -- --- ---- -- --- __.
--- ..- ---- 1400
Sensible heat ratio ._.-..._--..._.-..._------------ ----------------------
0.760
ft'/Ton---------------------------------------------------------------------------------
294.5
BTU/(hr-ft2) .... ................ .......... _ - -
-- ------40.8
Water flow @ 10.0 OF rise -------- ----------- --------- -----------------
NIA
Central Heating Coil Sizing Data
U 12 2016
Number of zones-------------
Floor Area
r
---------------------------------------.1
------------------ --
Location -_.____--- ._.______._._.......--._._..
--- ---------- ---------------.. _ _: 0 ft�
Miami IAP, Flori a 1
Zone CFM Sizing ------.._-----------.
-- Peak zone sensible load
Space CFM Sizing -----------
---- _--- _ Zone CFM/ft2
Tons
Load occurs at---------------------------------------------------------------
Aug 1700
MBH
OA DB / WB---------------------------------- -- - -
- - 90.7 / 76.9
OF
MBH
Entering DB / WB........................................................78.5
/ 66.3
OF
CFM
Leaving DB / WB------------------------
57.7 / 56.6
OF
CFM
Coil ADP ........._....... ....................... ..- ..
.... - 55.4
OF
CFM
Bypass Factor--------------------------------------------------------------
0.100
ResultingRH------------------------------------ - -- ----------
-- - - -------- 52
%
Design supply temp. --------------------- ---------------
---- ---- - - 58.0
OF
Zone T-stat Check ...... ........ ...... ........----.--------------------------0
of 1
OK
Max zone temperature deviation ------------------------------------------
0.2
OF
Max coil load - -----------------------------------------------------
-------------- 11.4
MBH
Coil CFM at Des Htg --- _-- __ --- --- ---------
_--- _--- _----- ---- 1400
CFM
Max coil CFM
1400
CFM
Water flow @ 20.0 OF drop
N/A
Supply Fan Sizing Data
Actual max CFM -------- --------------------------------------------------
1400
CFM
Standard CFM
1399
CFM
Actual max CFM/ft'....................... ___________.1.38
CFM/ft'
Outdoor Ventilation Air Data
Design airflow CFM -------------------- ----------------------------------- _ 186 CFM
CFM/ft' --- 0.18 CFM/ft'
Load occurs at ---- --- ---- -- -----
-- --- --- ---- _.---- . Des Htg
BTU/(hr-ft')----------------------------------------
................................. .11.2
Ent. DB / Lvg DB
66.5 / 74.1 ; F•
•
Fan motor BHP ---- -- -- ---------------------------
----- 0.15 BWP
• •
Fan motor kW ------ -----------------------------------------------
0...------- 0.12 kW.
• • • • • •
Fan static _ ... ---- - ----------------------------
• •
•.a....------. 0.4Q IhMy
• •
CFM/person
i *0 7.44 OFM/person •
-----------------------------
-- - - - -- ----- • -
Hourly Analysis Program v4.90 Page 1 of 6
c
Zone Sizing Summary for Split System
)roject Name: 160504 Prophet Res 05/19/201
)repared by: Delta G 04:36PI
Air System Information
Air System Name -------- ------- ..._ ... Split System
Equipment Class SPLT AHU
Air System Type . - SZCAV
Sizing Calculation Information
Calculation Months ._...._--_.------------ _----------------- Jan to Dec
Sizing Data ------..._ -------- ------------------- _._---- .. User -Modified
Zone Sizing Data
Number of zones -- - ------------------ - --- ----------------------------------- 1
Floor Area ---- ------------------------------- ---------------------------1015.0 ft'
Location ._...-...__------ -------------- ____ Miami IAP, Florida
Zone CFM Sizing Peak zone sensible load
Space CFM Sizing Zone CFM/ft'
Maximum
Maximum
Zone
Cooling
Design
Minimum
Heating
Floor
Sensible
Airflow
Airflow
Time of
Load
Area
Zone
Zone Name
(MBH)
(CFM)
(CFM)
Peak Load
(MBH)
(W)
CFMW
Zone 1
29.4
1400
1400
Aug 1700
7.1
1015.0
1.38
Zone Terminal Sizing Data
No Zone Terminal Sizing Data required for this system.
Space Loads and Airflows
Zone Name /
Space Name
Mult.
Cooling
Sensible
(MBH)
Time
of
Load
Air
Flow
(CFM)
Heating
Load
(MBH)
Floor
Area
(fir?)
Saw
!1
Zone 1
• •
..
Dining Room Main
1
3.0
Aug 1700
181
0.1
00"1
001,
Kitchen
1
8.8
Aug 1700
364
2.3
• • Q
1.48
Midea Room
2
7.3
Aug 1700
215
1.6
035&0
. 1.3
Master Bath
1
1.0
Aug 1700
137
0.6
• •s9.
; "T.3$
Master Bedroom
1
2.1
Aug 1700
211
0.9
• • i 619
..1.3
WIC
1
0.1
Aug 1700
77
6.6
• • G6.
T.
Hourly Analysis Program v4.90 Page 2 of 6
- -
Ventilation Siang Su�rrYawy�or Split System
Project Name: 160504 Prophet Res ; • • • • . ; ; 05/19/201E
Prepared by: Delta G • ' ' • • • • • 04:36PIV
No data is available for this report. Space by space ventilation calculations3vPfe not perfor,;ned.fot this p: sylthm because it uses the 'user -defined' sizing option. With this option
the system outdoor ventilation air flow is specified directly by the user. The:eferea ace-b spy-spaVc;lculptiorVare not performed.
• • ... ... .:. '.'
.. . . . .. ...
Go
. . . . . ... ..
Hourly Analysis Program v4.90 Page 3 of 6
Air System Design Load Summary for Split System
Project Name: 160504 Prophet Res 05/19/2016
Prepared by: Delta G 04:36PM
DESIGN COOLING
DESIGN HEATING
COOLING DATA AT Aug 1700
COOLING CIA DB / WB 90.7 °F 176.9 °F
HEATING DATA AT DES HTG
HEATING OA DB I WB 46.0 "F / 38.6 "F
ZONE LOADS
Details
Sensible
(BTU/hr)
Latent
(BTU/hr)
Details
Sensible
(BTU/hr)
Latent
(BTU/hr)
Window & Skylight Solar Loads
241 ft2
8527
241 ft2
-
-
Wall Transmission
918 ft2
2327
918 ft2
2240
-
Roof Transmission
1251 f12
1697
1251 ft2
954
-
Window Transmission
241 ft2
1955
241 ft2
3385
-
Skylight Transmission
0 ft2
0
0 ft2
0
-
Door Loads
0 ft2
0
0 ft2
0
Floor Transmission
564 ft2
0
564 ft2
567
-
Partitions
0 ft2
0
0 ft2
0
-
Ceiling
0 ft2
0
0 ft2
0
-
Overhead Lighting
734 W
2503
0
0
-
Task Lighting
0 W
0
0
0
-
Electric Equipment
0 W
0
-
0
0
-
People
25
5930
4020
0
0
0
Infiltration
-
0
0
-
0
0
Miscellaneous
6500
0
-
0
0
Safety Factor
0%/0%
0
0
0%
0
0
>> Total Zone Loads
29438
4020
7146
0
Zone Conditioning
-
28237
4020
-
7059
0
Plenum Wall Load
0%
0
-
0
. .0
' •-
Plenum Roof Load
0%
0
0
..
-
Plenum Lighting Load
0%
0
0
.. • . • p
' • • -
Return Fan Load
1400 CFM
0
-
1400 CFM
... • . p
-
Ventilation Load
186 CFM
2804
5886
186 CFM
. •47&64
0
Supply Fan Load
1400 CFM
415
-
1400 CFM
..041
;' • • • • -
Space Fan Coil Fans
-
0
-
-
• •....0
-
Duct Heat Gain / Loss
0%
0
-
0%
• • • .
' • • -
•
>> Total System Loads
31456
9906
• • A03%8
0
Central Cooling Coil
31456
9907
-
• .0
. 0
Central Heating Coil
-
0
-
-
• 11898
; " • • • -
>> Total Conditioning
-
31456
9907
-
.0113 8
• 0
Key:
Positive values are cig loads
Negative values are htg loads
Positive values are htg loads , •
Negative values are cig loads
Hourly Analysis Program v4.90 Page 4 of 6
System Psychrometrics for Split System
Project Name: 160504 Prophet Res 05/19/201E
Prepared by: Delta G 04:36PN
August DESIGN COOLING DAY 1700
TABLE 1: SYSTEM DATA
Component
Location
Dry -Bulb
Temp
°F(lb/lb)
Specific
Humidity
Airflow
CFM)
CO2 Level
(ppm
Sensible
Heat
BTU/hr
Latent
Heat
BTU/hr
Ventilation Air
Inlet
90.7
0.01678
186
400
2804
5886
Vent - Return Mixing
Outlet
78.5
0.01099
1400
1573
-
Central Cooling Coil
Outlet
57.7
0.00950
1400
1573
31456
9907
Central Heating Coil
Outlet
57.7
0.00950
1400
1573
0
-
Supply Fan
Outlet
58.0
0.00950
1400
1573
415
Cold Supply Duct
Outlet
58.0
0.00950
1400
1573
-
-
Zone Air
76.7
0.01011
1400
1753
28237
4020
Return Plenum
Outlet
76.7
0.01011
1400
1753
0
-
Air Density x Heat Capacity x Conversion Factor. At sea level = 1.080; At site altitude = 1.079 BTU/(hr-CFM-F)
Air Density x Heat of Vaporization x Conversion Factor. At sea level = 4746.6; At site altitude = 4744.4 BTU/(hr-CFM)
Site Altitude = 13.0 ft
TABLE 2: ZONE DATA
Zone
Terminal
Zone
Sensible
Zone
Zone
Zone
CO2
Heating
Heating
Load
T-stat
Cond
Temp
Airflow
Level
Coil
Unit
Zone Name
BTU/hr
Mode
BTU/hr
°F)
(CFM)
(ppm
BTU/hr
. B U/hr
Zone 1
29438
Cooling
28237
76.7
1400
1753
Hourly Analysis Program v4.90 Page 5
System Psychrometrics for Split System
Droject Name: 160504 Prophet Res 05/19/201E
Drepared by: Delta G 04:36PN
WINTER DESIGN HEATING
TABLE 1: SYSTEM DATA
Component
Location
Dry -Bulb
Temp
°F(lb/lb)
Specific
Humidity
Airflow
CFM)
CO2 Level
(ppm
Sensible
Heat
BTU/hr
Latent
Heat
BTU/hr
Ventilation Air
Inlet
46.0
0.00325
186
400
-4754
0
Vent - Return Mixing
Outlet
66.5
0.00325
1400
463
-
-
Central Cooling Coil
Outlet
66.5
0.00325
1400
463
0
0
Central Heating Coil
Outlet
74.1
0.00325
1400
463
11398
-
Supply Fan
Outlet
74.4
0.00325
1400
463
415
-
Cold Supply Duct
Outlet
74.4
0.00325
1400
463
-
-
Zone Air
-
69.7
0.00325
1400
472
-7059
0
Return Plenum
Outlet
69.7
0.00325
1400
472
0
-
Air Densityx Heat Capacity x Conversion Factor.- At sea level = 1.080; At site altitude = 1.079 BTU/(hr-CFM-F)
Air Densityx Heat of Vaporization x Conversion Factor: At sea level = 4746.6; At site altitude = 4744.4 BTU/(hr-CFM)
Site Altitude = 13.0 ft
TABLE 2: ZONE DATA
Zone
Terminal
Zone
Sensible
Zone
Zone
Zone
CO2
Heating
Heating
Load
T-stat
Cond
Temp
Airflow
Level
Coil
Unit
Zone Name
BTU/hr
Mode
BTU/hr
°F)
(CFM)
(ppm
BTU/hr
•B U/hr
Zone 1
-7146
Heating
-7059
69.7
1400
472
• . . 0
...
Hourly Analysis Program v4.90 Page 6 of 6
FORM R405-2014
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Prophete Residence
Builder Name:
Street: 190 NW 101st St
Permit Office:
City, State, Zip: Miamia Shores, FL, 33150
Permit Number:
Owner:
Jurisdiction:
Design Location: FL, Miami Beach
1. New construction or existing Addition
9. Wall Types (887.0 sqft.)
I lati Area
2. Single family or multiple family Single-family
a. Concrete Block - Int Insul, Exterior =11.0 887.05 ft2
b. N/A
_ ft2
3. Number of units, if multiple family 1
c. N/A
R= ft2
4. Number of Bedrooms Bedrms In Addition) 1(0)
d. N/A
ft2
10. Ceiling Types (859.0 sqft.)
Insulati Area
5. Is this a worst case? No
a. Under Attic (Vented)
R=30:08 859.00 ft2
6. Conditioned floor area above grade (ft2) 859
b. N/A
ft2
Conditioned floor area below grade (ft2) 0
c. N/A
R= ft2
11. Ducts
R ft2
7. Windows(210.5 sqft.) Description Area
a. Sup: Attic, Ret: Attic, AH: Attic
6 171.8
a. U-Factor: Sgl, U=0.58 210.47 ft2
SHGC: SHGC=0.28
b. U-Factor: N/A ft2
12. Cooling systems
kBtu/hr Efficiency
SHGC:
a. Central Unit
42.0.6E£R+16.00
c. U-Factor: N/A ft2
; • 0 • • : • • •
•
SHGC:
13. Heating systems
00
�kBtu/hp Efficiency 0
d. U-Factor: N/A ft2
a. Electric Strip Heat
•
• 19.9 C6P:1.00
SHGC:
' •"" '
Area Weighted Average Overhang Depth: 0.663 ft.
' ' '
14. Hot water systems - None required.. 0 : • 0.0 • • • • •
Area Weighted Average SHGC: 0.280
a.
• •
• Cep: N/A • 0000
8. Floor Types (859.0 sqft.) Insulation Area
.. 0 • . 0 :
• .. EF:•6.13829E029 . • • • •
a. Slab -On -Grade Edge Insulation R=0.0 859.00 ft2
b. Conservation features
'
b. N/A R= ft2
•
; • • ; • ; • •
c. N/A R= ft2
15. Credits
• • •
0 " • "Pstat • •
Total Proposed Modified Loads: 38.51
•0 0 0 0
Glass/Floor Area: 0.245
PASS
Total Baseline Loads: 39.06
I hereby certify that the plans and specifications covered by
Review of the plans and
ST,gT�
this calculation are in compliance with the Florida Energy
specifications covered by this
Dfii�E
Code.
calculation indicates compliance
��
��„ ' = Z�,�� .t+
�G
with the Florida Energy Code.
rrr„•',',�„
PREPARED BY: ✓C "�
Before construction is completed
DATE: � - ,
,
't is building will be inspected for
corjipliance with Section 553.908
* °
Q„ `G* `.
I hereby certify tha this building, as desigiLe QgiM orn
+ Qa Statutes.
.0
with the Florida Energy Code. _ � ; \
; W _
�ij yyE TQ
tEMEN&AGENT:
bING OFFICIAL:
DATE: % *
Q-
`AZE:
i, \\
- Compliance requires certification by the �turer that the air handler enclosure qualifies as
certified factory -sealed in accordance with
- Compliance requires an Air Barrier and Insulati A} �� ion Checklist in accordance with R402.4.1.1 and an envelope leakage
test report in accordance with R402.4.1.2.
6/2/2016 10:45 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4
FORM R405-2014
PROJECT
Title: Prophete Residence
Bedrooms: 1
Address Type:
Street Address
Building Type: User
Conditioned Area: 859
Lot #
Owner:
Total Stories: 1
Block/SubDivision:
# of Units: 1
Worst Case: No
PlatBook:
Builder Name:
Rotate Angle: 0
Street:
190 NW 101st St
Permit Office:
Cross Ventilation:
County:
Miami -Dade
Jurisdiction:
Whole House Fan:
City, State, Zip:
Miamia Shores,
Family Type: Single-family
FL , 33150
New/Existing: Addition
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 Beach FL MIAMI INTL AP 1 51 90
70
75 149.5
58
Low
BLOCKS
Number Name
Area Volume
1 Block1
859 7382.4
SPACES
•
. .
....
Number Name
Area Volume Kitchen Occupants
Bedrooms
Infil ID * Finished • 6oded
qHeate-C
1 Dining Room
131 1179 No 10
1 a • • •Yes
Yes
2 Kitchen
264 1874.4 Yes 5
0
1 00 0 OYas
• 01046.
Yes
• • • •
•
• • • • •
3 Master Bathroom
99 891 No 0
0
1 • . • 61%6
• . Yes
eyes •
4 Master Bedroom
153 1530 No 2
1
• •
1 ' • •fes
• .
' ` eos
Ves-:
5 Media Room
156 1404 No 4
0
1 •Y
Yews
.Yes.;
....••
6 WIC
56 504 No 0
0
1 %s
• Yes
; Pi 0 0
FLOORS
0
# Floor Type
Space Perimeter Perimeter R-Value
Area
Joist R-Value
Tile Wood
Carpet
1 Slab -On -Grade Edge Insulatio
Dining Room 0.1 ft 0
131 ft2
----
0 0
1
2 Slab -On -Grade Edge Insulatio
Kitchen 35 ft 0
264 ft2
____
0 0
1
3 Slab -On -Grade Edge Insulatio
Master Bathroom 0.1 ft 0
99 ft2
----
0 0
1
4 Slab -On -Grade Edge Insulatio
Master Bedroom 13 ft 0
153 ft2
----
0 0
1
5 Slab -On -Grade Edge Insulatio
Media Room 39 ft 0
156 ft2
----
0 0
1
6 Slab -On -Grade Edge Insulatio
WIC 0.1 ft 0
56 ft2
----
0 0
1
6/2/2016 10:45 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4
FORM R405-2014'
ROOF
Roof
Gable
Roof Solar
SA Emitt Emitt Deck
Pitch
#
Type Materials Area
Area
Color Absor.
Tested
Tested Insul.
(deg)
1
Hip Composition shingles 930 ft2
0 ft2
Medium 0.96
No 0.9
No 0
22.6
ATTIC
V
#
Type Ventilation
Vent Ratio (1 in)
Area
RBS IRCC
1
Full attic Vented
300
859 ft2
N N
CEILING
#
Ceiling Type Space
R-Value
Area
Framing Frac
Truss Type
1
Under Attic (Vented) Dining Room
30
131 ft2
0.11
Wood
2
Under Attic (Vented) Kitchen
30
264 ft2
0.11
Wood
3
Under Attic (Vented) Master Bathroom 30
99 ft2
0.11
Wood
4
Under Attic (Vented) Master Bedroom 30
153 ft2
0.11
Wood
5
Under Attic (Vented) Media Room
30
156 ft2
0.11
Wood
6
Under Attic (Vented) WIC
30
56 ft2
0.11
Wood
WALLS
. .
•
....
.....
Adjacent
Cavity Width Height
""Wag Framing.•.6olar
Below:
Space
R-Vallle Ft
In Ft In
A rea
1
S
Exterior Concrete Block - Int Insul Kitchen
11 21
7 1
..:
148.8 ft2
0. .0.75
; • •d •
2
E
Exterior Concrete Block - Int Insul Kitchen
11 30
7 7 1
0900
216.6 ft2 ..... •
0: • • • •0.75
• • •a •
3
W
Exterior Concrete Block - Int InslUaster Bathro
11 13
2 9 0
118.5 ft2 • • : • •
0:', %75
00
•'d •
� � * •
•
• •
4
W
Exterior Concrete Block - Int InsMaster Bedro
11 13
2 10 0
131.7 ft2
00
0.75
0 •
5
W
Exterior Concrete Block - Int InsLMedia Room
11 13
0 9 0
••.•••
117.0 ft2 ;
•
0, J0.75
•
.. 4 ooe
6
S
Exterior Concrete Block - Int Insdtledia Room
11 17
2 9 0
154.5 ft2 0 • •
•••..•
0 • 0.75
• 000 •
WINDOWS
�••• •
Orientation shown is the entered, Proposed orientation.
V
Wall
Overhang
#
Ornt ID Frame Panes NFRC U-Factor
SHGC
Area
Depth Separation
Int Shade Screening
1
S 1 Metal Single (Clear) Yes
0.58 0.28
20.7 ft2
Oft 81 in 0 ft 18 in
Drapes/blinds
None
2
E 2 Metal Single (Clear) Yes
0.58 0.28
27.6 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
3
W 3 Metal Single (Clear) Yes
0.58 0.28
11.9 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
4
W 3 Metal Single (Clear) Yes
0.58 0.28
13.0 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
5
W 4 Metal Single (Clear) Yes
0.58 0.28
33.3 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
6
W 5 Metal Single (Clear) Yes
0.58 0.28
52.0 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
7
S 6 Metal Single (Clear) Yes
0.58 0.28
52.0 ft2
0 ft 0 in 0 ft 0 in
Drapes/blinds
None
6/2/2016 10:45 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4
FORM RAW;-9014
INFILTRATION
# Scope
Method
SLA
CFM 50 ELA EgLA
ACH
ACH 50
1 Wholehouse Proposed ACH(50)
.000273
615.2 33.77 63.52
.1884
5
HEATING SYSTEM
#
System Type
Subtype
Efficiency
Capacity
Block
Ducts
1
Electric Strip Heat
None
COP:1
19.79 kBtu/hr
1
sys#1
COOLING SYSTEM
#
System Type
Subtype
Efficiency Capacity
Air Flow SHR
Block
Ducts
1
Central Unit
Split
SEER: 16 42 kBtu/hr 1260 cfm 0.75
1
sys#1
SOLAR HOT WATER SYSTEM
FSEC
Collector Storage
Cert
# Company Name
System Model # Collector Model #
Area Volume
FEF
ft2
DUCTS
/
-- Supply ---
— Return --
Air CFM 25 . CFM25
• • +•
HVAB #•
#
Location R-Value Area
Location
Area Leakage Type
Handler TOT * • QtT: QN • • RkF
. • •
Heat Cool
.
1
Attic 6 171.8 ft Attic
42.95 ft Default Leakage
Attic (Default) Default)oo
�+ •
1 • 1
TEMPERATURES
:•G
Programable Thermostat: Y
Ceiling Fans:00
..... +
• • •
+ • • •
Cooling[[
Heatin[X]
]]Jan jj ]Feb [[ ]] Mar
Jan [X] Feb [X] Mar
[ ] Apr
j ] Apr jjM
a Jun Jul
May Jun Jul
Auge
Au41
OctAv
Sep • • �E•}Oct
v
Dec •
Der
H
Ventin [[
]] Jan [[ ]] Feb [[XX]] Mar
[X] A r
May [ Jun [ Jul
[ Aug [
Se [XjOct
Per.
Thermostat Schedule: HERS 2006 Reference
Hours
00000,
Schedule Type
1
2 3
4 5 6
7 8
10
•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
78
Cooling (WEH)
AM 78
78 78
78 78 78
78 78
78 78
78
78
PM 78
78 78
78 78 78
78 78
78 78
78
78
Heating (WD)
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
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
6/2/2016 10:45 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* = 99
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. Conditioned floor area (ft2
7. Windows"
Description
a. U-Factor:
Sgl, U=0.58
SHGC:
SHGC=0.28
b. U-Factor:
N/A
SHGC:
c. U-Factor:
N/A
SHGC:
d. U-Factor:
N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
190 NW 101st St, Miamia Shores, FL, 33150
Addition
Single-family
1
1(0)
No
859
Area
210.47 ft2
8. Floor Types Insulation
a. Slab -On -Grade Edge Insulation R=0.0
b. N/A R=
c. N/A R=
ft2
ft2
ft2
0.663 ft.
0.280
Area
859.00 ft2
ft2
ft2
9. Wall Types
Insulation
Area
a. Concrete Block - Int Insul, Exterior R=11.0
887.05 ft2
b. N/A
R=
ft2
c. N/A
R=
ft2
d. N/A
R=
ft2
10. Ceiling Types
Insulation
Area
a. Under Attic (Vented)
R=30.0
859.00 ft2
b. N/A
R=
ft2
c. N/A
R=
ft2
11. Ducts
R ft2
a. Sup: Attic, Ret: Attic, AH: Attic
6 171.8
12. Cooling systems
kBtu/hr
� ciency
a. Central Unit
a
42.0+S ER06.00
• • ••••
Gave••
!
`
13. Heating systems
• • • • • • Btu/hr •
i�f'Cienc y
••+•••
a. Electric Strip Heat
• • • • • 19.8
GOP:1.00
• •
• • ••••••
14. Hot water systems - None required• • • • `
": ` `•
a.
•••••• ••
C:p: N/A
•••••
• • •
• •
•
b. Conservation features
• • • • • •
'
•
• • •
•
••••••
15. Credits
I 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:
• • • Pstat ' •
•• •
O�-fUE
ST,gl�
Wi G
,,pp
N " 'z
OW 9b 0 S,_ k �.: - - ff"?,&
WE
"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.
6/2/2016 10:46 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: 190 NW 101st St Permit Number:
Miamia Shores, FL , 33150
MANDATORY REQUIREMENTS See individual code sections for full details.
❑ 401.3 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 building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate compliance for the building. 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.
O R402.4.1 Building thermal 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 differential 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 manufacturer's 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 shall inspect all components and verify compliance.
• R402.4.1.2 Testing. The building 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 0.2 inches w.g. (50 Pascals). 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 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, beyon§ the iAtgnded welhftFstrippingw • • • •
other infiltration control measures; • • • •. • .'
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but"tsealed beypn'l Rtended. • . •;
infiltration control measures; • • • ; 0 . . . .
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 closer ang 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. • • :' • •. •. 00000
O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor Omit on air. • •
000000
O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration race of no more=han 0.3 rf".;.
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 accPl`b?n 8 NFRC. 00 or .
AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by tl�cimInufacturer. 000000
• •.•• . •
Exception: Site -built windows, skylights and doors. '..'
O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not
more than 2.0 cfm (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 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system.
❑ R403.1.3 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.
❑ R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment
passageways for air distribution 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 tightness 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 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. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall 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 cfm
(85 Umin) per 100 square feet (9.29 m2) of conditioned floor area.
Exceptions:
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 complying by Section R405 of this code.
6/2/2016 10:46 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
O R403.2.2.1 Sealed air handler. 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 105F (411r)
or below 557 (139C) shall be insulated to a minimu m 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.
❑ 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'% inches (89 mm) in the hot water distribution line and cold water line located as close 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. The minimum
temperature setting range shall be from 1007 to 14 07 (38`C to 609✓).
R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied
to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to V*MA2 burner(s)
of combustion types of service water heating systems to be turned off. • • • • • • • •....
O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall het the minirniu Aoiencies of •
Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, TorNe type of equipment instd1l98.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated r9cf b?r8rTi8nts for the ftropriate 19ter •
heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. 000000 : • • • : • • •
R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar enlek • •
factor of the system. The solar energy factor of a system shall be determined from the Florida ld?4thergy Ceot2r.Diteyctory of* • • • •
Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806!Test Methods for Soler Collecto" • • .
and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, (ioileotore in installedsolar water • •
heating systems should meet the following criteria: ; • ; . . • • • • ; •
.. •..•
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; al • • • •
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 Building 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 R403.5.2 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, crawlspaces, 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 R302.1. 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 the total load 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.
6/2/2016 10:46 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3
FORM R405-2014
MANDATORY REQUIREMENTS - (Continued)
O R403.6.1.1 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
load calculation (or entering water temperature for water -source equipment), the blower cfm 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 return side gains if the return duct(s) is installed in an unconditioned space.
Exceptions:
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.
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.
o R403.6.1.2 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.
• R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall 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 burners
shall 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 or heating equipment capacity on an
intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment si2;P4p4 controlled to
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 major eateftaiament are4. • • •
2. A variable capacity system sized for optimum performance during base load periods is utiff2dtle • • • • • • • • • • •
❑ R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections :... •
C403 and C404 of the Commercial Provisions in lieu of Section R403. . • • • •. : •..: • • •
❑ R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energysewiceto the Liding• shall ..;..'
include automatic controls capable of shutting off the system when the pavement temperature is above 55 F, arYlOb" cipitaticl ig W119 • • • • • •
and an automatic or manual control that will allow shutoff when the outdoor temperature is above 401 . • • • • • • • • •
❑ R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for t sident*al pool o Or d• • .. •.: •
inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP.15. Tloe energy.
requirements for portable spas shall be in accordance with ANSI/APSP-14. • .. • ; • • • • • • • •
p R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is molAted-
outside the heater to allow shutting off the heater without adjusting the thermostat setting.
R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a 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 fired 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 Conditions -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 R403.9.2 Time switches. Time switches or other control method that can automatically turn 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.
p R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on 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.
❑ 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 required to utilize high -efficacy lamps.
o R404.1.1 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.
6/2/2016 10:46 AM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Corn Page 3 of 3
Building Input Summary Report
PROJECT
Title:
Prophete Residence Bedrooms: 1
Address Type:
Street Address
Building Type:
User
Bathrooms: 1
Lot #
Owner:
Conditioned Area: 859 sq.ft.
Block/SubDivision:
# of Units:
1
Total Stories: 1
PlatBook:
Builder Name:
Worst Case: No
Street:
190 NW 101st St
Permit Office:
Rotate Angle: 0
County:
Miami -Dade
Jurisdiction:
Cross Ventilation:
City, State, Zip:
Miamia Shores,
Family Type:
Single-family
Whole House Fan:
FL, 33150
New/Existing:
Addition
Terrain: Suburban
Year Construct:
2016
Shielding: Suburban
Comment:
CLIMATE
Design
Design Temp
Int Design Temp Heating
Design Daily Temp
Location
Tmy Site 97.5 % 2.5 %
Winter Summer Degree Days
Moisture
Range
FL, Miami Beach
FL MIAMI INTL AP 51 90
70 75 149.5
58
Low
UTILITY RATES
Fuel
Unit
Utility Name
Monthly Fixed Cost
• /Wnit
• • 00
00000
Electricity
kWh
EnergyGauge Default
0 • • •
• • • 001188
•
• •
Natural Gas
Therm
EnergyGauge Default
0 • • •: • •
• • 1.72
• • •
Fuel Oil
Gallon
EnergyGauge Default
0 • • • • • •
• 1.1
•
Propane
Gallon
EnergyGauge Default
0 ••••
• •
• •1.4
00*000
•• ••
i••
SURROUNDINGS
•.•. •
•
......
.. .
.....
Shade Trees
� �ta� ant Buildings
•
Ornt Type
Height Width Distance
Exist Height • •
•
Width Distance
•
•
N None
Oft Oft Oft
01
0 t00009
Oft •
NE None
Oft Oft Oft
•••
Oft•• •
Oft••••
0 •
E None
Oft Oft Oft
Oft
Oft. •• :
Oft
SE None
Oft Oft Oft
Oft
Oft
Oft
S None
Oft Oft Oft
Oft
Oft
Oft
SW None
Oft Oft Oft
Oft
Oft
Oft
W None
Oft Oft Oft
Oft
Oft
Oft
NW None
Oft Oft Oft
Oft
Oft
Oft
BLOCKS
Number
Name
Area Volume
1
Block1
859 7382.4
SPACES
Number
Name
Area Volume Kitchen Occupants
Bedrooms Finished
Cooled Heated
1
Dining Room
131 1179 No 10
Yes
Yes
Yes
2
Kitchen
264 1874.4 Yes 5
0 Yes
Yes
Yes
3
Master Bathroom
99 891 No 0
0 Yes
Yes
Yes
4
Master Bedroom 153 1530 No 2
1 Yes
Yes
Yes
5
Media Room
156 1404 No 4
0 Yes
Yes
Yes
6
WIC
56 504 No 0
0 Yes
Yes
Yes
Building Input Summary Report
FLOORS
#
Floor Type Space Perimeter Perimeter R-Value Area
Joist R-Value
Tile
Wood
Carpet
1
Slab -On -Grade Edge Insulation Dining Room 0.1 ft 0
131 ft2
__-_
0
0
1
2
Slab -On -Grade Edge Insulation Kitchen 35 ft 0
264 ft2
____
0
0
1
3
Slab -On -Grade Edge Insulation Master Bathroom 0.1 ft 0
99 ft2
-___
0
0
1
4
Slab -On -Grade Edge Insulation Master Bedroom 13 ft 0
153 ft2
____
0
0
1
5
Slab -On -Grade Edge Insulation Media Room 39 ft 0
156 ft2
____
0
0
1
6
Slab -On -Grade Edge Insulation WIC 0.1 ft 0
56 ft2
__-_
0
0
1
ROOF
Roof Gable
Roof
Solar SA Emitt
Emitt Deck
Pitch
#
Type Materials Area Area
Color Absor. Tested
Tested Insul.
(deg)
1
Hip Composition shingles 930 ft2 0 ft2
Medium
0.96 No 0.9
No
0
22.6
ATTIC
. .
....
.....
#
Type Ventilation Vent Ratio (1 in)
Area
RBS • • IROPC
• •
•
• •
•
1
Full attic Vented 300
859 ft2
N oo,'
CEILING
• • • •
•
#
Ceiling Type Space R-Value
Area
FramiogGrection
..
TrussTyp%.;.•'
1
Under Attic () Dining Room 30
131 ft2
•C.11 •
•
• • Wood
• • • • • •
2
Under Attic () Kitchen 30
264 ft2
00.0140 .
Wood
.
3
Under Attic () Master Bathroom 30
99 ft2
.0.11 •
..
• • Wood
4
Under Attic () Master Bedroom 30
153 ft2
9.-1 1 1
....
•"
Wood
:....
5
Under Attic Q Media Room 30
156 ft2
0.11
-
Wood
6
Under Attic () WIC 30
56 ft2
0.11
Wood
WALLS
Wall orientation below is as entered. Actual orientation is modified by
rotate angle shown in "Project' section above.
Adjacent Cavity Width
Space
Height
Sheathing Framing
Solar
Below
#
Ornt To Wall Type R-Value Ft In
Ft In
Area R-Value Fraction
Absor.
Grade%
1
S Exterior Concrete Block - Int Insul Kitchen 11 21
7 1
148.8 ft2
0
0.75
0
2
E Exterior Concrete Block - Int Insul Kitchen 11 30
7 7 1
216.6 ft2
0
0.75
0
3
W Exterior Concrete Block - Int InsuMaster Bathroo 11 13
2 9 0
118.5 ft2
0
0.75
0
4
W Exterior Concrete Block - Int InsuMaster Bedroo 11 13
2 10 0
131.7 ft2
0
0.75
0
5
W Exterior Concrete Block - Int Insul Media Room 11 13
0 9 0
117.0 ft2
0
0.75
0
6
S Exterior Concrete Block - Int Insul Media Room 11 17
2 9 0
154.5 ft2
0
0.75
0
6/2/2016 10:57 AM EnergyGauge® / USRCSB v4.0 Page 2 of 5
Building Input Summary Report
WINDOWS
Wall
Overhang
#
Ornt ID Frame
Panes NFRC
U-Factor SHGC Storm Area
Depth Separation Interior Shade
Screening
1
S 1 Metal
Single (Clear) Yes
0.58 0.28 N 20.7 ft'
Oft 81 in 0 ft 18 in Drapes/blinds
None
2
E 2 Metal
Single (Clear) Yes
0.58 0.28 N 27.6 ft'
0 ft 0 in 0 ft 0 in Drapes/blinds
None
3
W 3 Metal
Single (Clear) Yes
0.58 0.28 N 11.9 ft'
0 ft 0 in 0 ft 0 in Drapes/blinds
None
4
W 3 Metal
Single (Clear) Yes
0.58 0.28 N 13.0 ft'
0 ft 0 in 0 ft 0 in Drapes/blinds
None
5
W 4 Metal
Single (Clear) Yes
0.58 0.28 N 33.3 ft'
0 ft 0 in 0 ft 0 in Drapes/blinds
None
6
W 5 Metal
Single (Clear) Yes
0.58 0.28 N 52.0 ft'
0 ft 0 in 0 ft 0 in Drapes/blinds
None
7
S 6 Metal
Single (Clear) Yes
0.58 0.28 N 52.0 ft'
0 ft 0 in 0 ft 0 in Drapes/blinds
None
INFILTRATION
#
Scope
Method SLA
CFM 50 ELA EgLA
ACH ACH 50 Space(s)
1
Wholehouse Proposed ACH 50 .000273
615.2 33.77 63.52
.1884 5 All
MASS
Mass Type
Area
Thickness Furniture Fraction Space • • • •
No Added Mass
0 ft'
0 ft
0.3 • .Duaing Room
,
No Added Mass
0 ft'
0 ft
0.3 , , , , , �itchen• • •
• • •
• • •
No Added Mass
0 ft'
0 ft
0.3 • • #Rester Bathroom.
No Added Mass
0 ft'
0 ft
0.3 , MAjer Bedr%gi. •
•
No Added Mass
Oft'
Oft
0.3 ��
••••diaRoom
���•�
No Added Mass
0 ft'
Oft
0.3 00 '„' WIC ' ' '
HEATING SYSTEM
"""
••
#
System Type
Subtype
Efficiency Capacity
-----Geothermal HeetPumP- +'• •• ucts 8•�1o�c•k
.s,
Entry Powa Mlt. CWS..
•
.
1
Electric StripHeat
None
COP:1 19.79 kBtu/hr 0 0 0• s s#1 1
COOLING SYSTEM
#
System Type
Subtype
Efficiency Capacity Air Flow SHR Ducts
Block
1
Central Unit
Split
SEER:16 42 kBtu/hr 1260 cfm 0.75 s s#1 1
HOT WATER SYSTEM
#
System Type
SubType Location
EF Cap
Use SetPnt Credits
al
gal de
DUCTS
DUCT ------ Supply --------------- Return
---------
Air CFM 25 CFM25
HVAC #
#
Location R-Value Area Location Area Number Leakage Type Handler TOT OUT QN RLF
Heat Cool
1
Attic
6 171.8 ft' Attic 42.95 ft' 1 Default Leakage Attic Default Default
1 1
6/2/2016 10:57 AM EnergyGauge® / USRCSB v4.0 Page 3 of 5
Building Input Summary Report
TEMPERATURES
Programable Thermostat: Y
Ceiling Fans:
N
CoolingJan
HeatinH
Jan
Feb
Feb
Mar
Mar
�Ap r
Ar
May
May
Jun
f Jun
Jul
Jul
f Au[
Aug[
Se
SeP
Oct
Oct
Nov
Nov
Dec
Dec
Ventin
Jan [
t
] Feb
Mar
Apr
May
[ Jun
[ Jul
[ Aug
[
Se
Oct
Nov
Dec
Thermostat Schedule: HERS 2006 Reference
Hours
Schedule Type
1
2 3
4
5
6
7
8
9
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
78
Cooling (WEH)
AM
78
78 78
78
78
78
78
78
78
78
78
78
PM
78
78 78
78
78
78
78
78
78
78
78
78
Heating (WD)
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
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
APPLIANCES & LIGHTING
Appliance Schedule: HERS 2006 Reference
Hours
Schedule Type
1
2 3
4
5
6
7
8
9
10
11
12
Ceiling Fans (Summer)
AM
0.65
0.65 0.65
0.65
0.65
0.65
0.65
0.33
0.33
0.33
...0.33
0.33
% Released:
100
PM
0.33
0.33 0.33
0.33
0.33
1
0.9
0.9
.0.9 ,
0.9 •
�49
Q g�
Annual Use:
0 kWh/Yr
Peak Value:
0 Watts
• • •
.
Clothes Washer
AM
0.105
0.081 0.046
0.046
0.081
0.128
0.256
0.57
0464800
•
1
..a.e17
O.W.I.
% Released:
60
PM
0.779
0.698 0.605
0.57
0.581
0.57
0.57
0.57
*N5i. •
0.488
0.43
C6198
Annual Use:
0 kWh/Yr
Peak Value:
0 Watts
+. • •
•
•
;' • •'
Dishwasher
AM
0.139
0.05 0.028
0.024
0.029
0.09
0.169
0.303
0'ftA1 •
0.5940
0.502
0e4k8• •
% Released:
60
PM
0.377
0.396 0.335
0.323
0.344
0.448
0.791
1
• G,;• •
0.597:
•. 08� 3
0,"*.
Annual Use:
0 kWh/Yr
Peak Value:
0 Watts
Dryer
AM
0.2
0.1 0.05
0.05
0.05
0.075
0.2
0.375
: b.: `:
0.8
*0.95
1
%Released:
10
PM
0.875
0.85 0.8
0.625
0.625
0.6
0.575
0.55
10.625 *
0.7;.,,JJ5
0.375••
Annual Use:
0 kWh/Yr
Peak Value:
0 Watts
Lighting
AM
0.16
0.15 0.16
0.18
0.23
0.45
0.4
0.26
0.19
0.16-•0.*2
b.11
% Released:
90
PM
0.16
0.17 0.25
0.27
0.34
0.55
0.55
0.88
1
0.86
0.51
0.28
Annual Use:
1142 kWh/Yr
Peak Value:
373 Watts
Miscellaneous
AM
0.48
0.47 0.47
0.47
0.47
0.47
0.64
0.71
0.67
0.61
0.55
0.53
% Released:
90
PM
0.52
0.5 0.5
0.5
0.59
0.73
0.79
0.99
1
0.96
0.77
0.55
Annual Use:
0 kWh/Yr
Peak Value:
0 Watts
Pool Pump
AM
0
0 0
0
0
0
0
0
0
1
1
1
% Released:
0
PM
1
1 1
1
0
0
0
0
0
0
0
0
Annual Use:
0 kWh/Yr
Peak Value:
0 Watts
Range
AM
0.057
0.057 0.057
0.057
0.057
0.114
0.171
0.286
0.343
0.343
0.343
0.4
% Released:
100
PM
0.457
0.343 0.286
0.4
0.571
1
0.857
0.429
0.286
0.229
0.171
0.114
Annual Use:
0 kWh/Yr
Peak Value:
0 Watts
Refrigeration
AM
0.85
0.78 0.75
0.73
0.73
0.73
0.75
0.75
0.8
0.8
0.8
0.8
% Released:
100
PM
0.88
0.85 0.85
0.83
0.88
0.95
1
0.98
0.95
0.93
0.9
0.85
Annual Use:
kWhNr
Peak Value:
Watts
Well Pump
AM
0.05
0.05 0.05
0.05
0.05
0.05
0.1
0.1
0.1
0.1
0.1
0.1
% Released:
0
PM
0.1
0.1 0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
Annual Use:
0 kWhNr
Peak Value:
0 Watts
6/2/2016 10:57 AM EnergyGauge® / USRCSB v4.0 Page 4 of 5
Building Input Summary Report
REFRIGERATORS
ID
Type
Screen
Location
Quantity Vol FrZ. Vol
Make Model Schedule
kWhPerYr
1
Refrigerat
Default New
Kitchen
1 25.6 5
HERS201
691
DISHWASHERS
ID
Type
Screen
Location
Capacity Vintage
Make
Model Schedule
kWhPerYr
1
Dishwash
Default New
Kitchen
12 2004 or N
HERS201
372
RANGE OVEN
ID
Type
Screen
Location
Type Fueltype
Make
Model Cooktop
Oven
1
RangeOv
Default New
Kitchen
CooktopOven C Electric
Electric fl
Not Conv
HARD WIRED LIGHTING
ID
Type
Screen
Location
Total# Qualify# Comp FI
All Other FL
txtBulbtype Schedule
Watts per bulb
1
Hard-Wir
By Count - Qualif
Dining Ro
40 40 0
2
Incandes HERS201
60
MISC ELECTRICAL LOADS
••••
ID
Type
Screen
Item
Quantity Catagory
Operating
Locati • chedule • • •Off Standby • • •
1
Misc Elec
Simple Default
1
1
Main • • •, -WS201 • • • •
� • • • • • �
•••••• •• • •••••
•
6/2/2016 10:57 AM EnergyGaugeO / USRCSB v4.0 Page 5 of 5
FORM R405-2014
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: Prophete Residence Builder Name:
Street: 190 NW 101st St Permit Office:
City, State, Zip: Miamia Shores, FL, 33150 Permit Number:
Owner: Jurisdiction:
Design Location: FL, Miami Beach
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.
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.
Corners and headers shall be insulated and the junction of the foundation
Walls
and sill plate shall be sealed.
The junction of the top plate and the top or exterior walls shall be sealed.
Exterior thermal envelope insulation for framed walls shall be installed in
substantial contact and continuous alignment with the air barrier.
Knee walls shall be sealed.
Windows, skylights and doors
The space between window/doorjambs and framing and skylights and �"
••
framing shall be sealed. • •
• • •
Rim joists
Rim joists are insulated and include an air barrier. ...... '..
.' ��„
Floors (including above -garage
Insulation shall be installed to maintain permanent contact with &%;T9`ide
; •
and cantileveredfloors)
....
of subfloor decking. � •
The air barrier shall be installed at any exposed edge of insulatim. • •
• •
Crawl space walls
Where provided in lieu of floor insulation, insulation shall be p%gibpgAtly
attached to the crawlspace walls. 000000
Exposed earth in unvented crawl spaces shall be covered withh CIbsJ I
vapor retarder with overlapping joints taped. • • •
• •
Shafts, penetrations
Duct shafts, utility penetrations, and flue shaft openings to exteribf or' • •
• •
unconditioned space shall be sealed. •"
•
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.
Garage separation
Air sealing shall be provided between the garage and conditioned spaces.
Recessed lighting
Recessed light fixtures installed in the building thermal envelope shall be
V
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
V
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.
Electrical/phone box on
The air barrier shall be installed behind electrical or communication boxes or
air sealed boxes shall be installed.
HVAC register boots
HVAC register boots that penetrate building thermal envelope shall be
sealed to the sub -floor or drywall.
Fireplace
An air barrier shall be installed on fireplace walls. Fireplaces shall have
gasketed doors
W
6/2/2016 10:46 AM EnergyGaugeO 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:
Prophete Residence
Builder Name:
Street:
190 NW 101st St
Permit Office:
City, State, Zip:
Miamia Shores, FL, 33150
Permit Number:
Design Location:
FL, Miami Beach
Jurisdiction:
Envelope Leakage Test Results
Regression Data:
C
n:
Single or Multi Point Test Data
HOUSE PRESSURE
FLOW:
1
Pa
cfm
2
Pa
cfm
3
Pa
cfm
4
Pa
cfm
5
Pa
cfm
6
Pa
cfm
Leakage Characteristics
CFM(50):
ELA:
EgLA:
ACH:
ACH(50):
..•.
S LA: •
...... .. . ......
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not lb*meding 5 aR charTes per hour •
in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blcwwodoor at a pressure of 0.2 •. • • •
inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party.4\.Vijtgn repog pf the results of jt% •
test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at.,V9 jiwt after eiea%q 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 integded vjeatherstV�*ttV other • •
infiltration control measures; • • • • • • • •.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intencledirafiltration •
control measures; 0'
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 closed 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:
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:
O� �rIE S�,q 7.
6/2/2016 10:47 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Softwar Page 1 of 1
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MR, AP OFF B30U ;J'D)AR1� SOURSVE�Y
FOR: 190 N.W. 101TH STREET MIAMI SHORES FLORIDA 33150
LEGAL DESCRIPTION:
CERTIFIED TO:
HE WEST 75 FEET OF LOTS I, 2, 3 AND 4 IN BLOCK 3, BONMAR PARK ADDITION, RICARD PROPHETE; MARLEINE PROPHETE.
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 24, PAGE 71 OF THE
PUBLIC RECORDS OF
MIAMI-DADE COUNTY, FLORIDA.
GENERAL NOTES
I HEREBY CERTIFY THAT THIS SKETCH
LEGEND B ABBREVIATIONS
m
OF SURVEY OF THE HEREON,
DESCRIBED PROPERTY IS A TRUE AND
I. LEGAL DESCRIPTION PROVIDED BY OTHERS, UNLESS OTHERWISE NOTED.
= CONCRETE
=CONC. DECK
= WOOD DECK
B.C.= BLOCK CORNER
F=PROPERTY LINE
= CENTER LINE
A.E. ANCHOR EASEMENT
EN =DRAINAGE EASEMENT
E OAC
2.
THIS SURVEY DOES NOT DETERMINE OR IMPLY REAL PROPERTY OWNERSHIP.
CORRECT REPRESENTATION OF A
°COVERED AREA
W
CALL-UMENTLINE
CALC.= CALC.A.ATED
F.F EL . = FINISHED F
EL ELEV.=FINIS FINISHED FLOOR
ELEVATION
3.
THE LANDS SHOWN HEREIN ARE SUBJECT TO RESTRICTIONS OF PLAT (S) OF
SURVEY MADE UNDER MY DIRECTION
ASPHALT
_: CHAIN LINK FENCE (CLF)
M = FIELD MEASURED
N.T S = NOT TO SCALE
RECORD, THERE MAY BE ADDITIONAL RESTRICTIONS THAT MAY BE FOUND IN THE
AND SAID SURVEY MEETS THE
`WOOD FENCE(WF)
= IRON FENCE (IF)
PLAT
TVP FERTYPKAL
= PLAT OFF CIA RECORD
OR.B
IC&
PUBLIC RECORDS OF THIS COUNTY, AFFECTING THESE LANDS.
MINIMUM TECHNICAL STANDARDS AS
A=ARcolsrwcE
P,R.M.= PERMANENT
REFERENCE MONUMENT
BOOM.
M.H.= MAN HOLE
D
4.
MEASURED VALUES OF BOUNDARY DISTANCES, DIRECTIONS AND INTERIOR ANGLES,
SET FORTH BY THE FLORIDA BOARD
LENGTH
A=CENTRAL ANGLE/DELTA
P.C.P.= PERMANENT CONTROL
C.B.S=CONCRETE BLOCK
z
= p
HAVE BEEN FOUND CONSISTENT WITH VALUES OF RECORD, UNLESS OTHERWISE
OF PROFESSIONAL SURVEYORS AND
R=RADIUS
T = TANGENT
POINT
FD. NAIL = FOUND NAIL
STRUCTURE
U.N.L.= OVERHEAD UTILITY
N
SHOWN,
MAFrERS IN CHAPTER 5J-17 FLORIDA
P.T = POINT OF TANGENCY
FD. D/M = FOUND DRILL HOLE
FO. 1/2' I.P. = FOUND IRON PIPE
LINES
TEL.= TELEPHONE FACILITIES
x u N
5.
ELEVATIONS, IF SHOWN, ARE REFERRED TO N.G.V.D. 19ZA . • • • • • ,
• • •
A4MINISTRATIVE CODE PURSUANT TO
472.02 FLORIDA STATUTES
P C.0 PPOINT CRVAOMPOlN CURVE
P.R.C. = POINT OF REVERSE CURVE
DIAMETER
C.M. - CONCRETE MONUMENT
C.B.= CATCH BASH
CATV = CABLE UTILITY BOX
<
r o m (�
=
6.
UNDERGROUND IMPROVEMENTS, FOOTINGS AND UTILITIES ARE �T LOEATED•0I`t
• •
SEC ION 7
=
,AND IS ACCURATE AND CORRECT TO
cH =CHORD
.BEARING
FD I R = FOUND IRON REBAN
W.M.= WATER METER
RIGHT OFONAY
(R (A r+
m I Z
7.
THIS SURVEY MAP. , ,
, ,
FENCE OWNERSHIP NOT DETERMINED, APPARENT CLEAR AACE,SAD/oR•
.THE 9EST OF MY KNOWLEDGE AND
BELIEF,
B M BENCH MARK
B.R.= BEARING REFERENCE
T B.M.= TEMPORARY BENCH MARK
POLE
PARKER KALON NAND
P.S M.= PROFESSIONAL
SURVEYOR AND MAPPER
A/C =AIR CONDITIONER PAD
ELEV.
SEC.= SECTION
TWS. = TOWNSHIP
RG. =RANGE
= n
O G— (N
ENCROACHMENTS ARE NOTED BY VISUAL MEANS ONLY.
P.P.- POWER
D.M.E.- DRAINAGE B
T%oTRANSFORMER
SVM= SIDEWALK
O
0
r a ' - A
8.
NO IDENTIFICATION CAPS FOUND ON SURVEY MONUMENTS, UNLESS OTHERWISE
MAINTENANCE
ASEMENr
°' =EXISTING ELEVATION
N
FLOOD INSURANCE RATE MAP (FIRM) INFORMATION:
C7 r T m p �0
o k w D
NOTED. ... • . •
9. THE SCALE, AS SHOWN IS THE INTENDED PLOTTING SCALLPQF'THIS MAID.
• • .' •
. •
D
rn
rn <% m m -i
10.
THIS SURVEY IS EXCLUSIVELY FOR THE USE OF THE'�A�iTIE9 TO YVHj1F1 IT 19 •
,•,
COMMUNITY NUMBER: 120652 PANEL NUMBER: 0302
,�
� < c 01 t z
CERTIFIED. •T'�I ; • • • ;'
SUFFIX: L PANEL REVISED DATE: 09/11/2009
o
• 5 C. BELLO-IZNAGA
Z aai .T". m r
N N 00
II.
THIS SURVEY MAP AND THE COPIES THEREOF, ARE NQ• VALIS WITHOUT THE
SIGNATURE AND RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
PROFESSIONAL SURVEYOR
6 MAPPER No. 6169
FLOOD ZONE: X
r�
N
cn = c o
ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE
.STATE OF FLORIDA
Co12.
BENCH MARKS USED:
v o
SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT W%TJ�NCONSE!NTbF;TH*E*
,
• FIE'Ly WORK DATE: 09/23/2015
NO
cN ^'
SIGNING PARTY OR PARTIES. • .••
' CQMRLETION DATE: 09/30/2015
MIAMI-DADE COUNTY B.M. No.N-567 ELEV.=10.54'
^P'
; •
�• •'
AND B.M. No.N-568 ELEV. =9.65'