13-386-000The City of South Miami
Building Department
6130 Sunset Drive, Second Floor
South Miami, FL 33143
305 - 663 -6355
Fax 305 - 666 -4591
(i )
NOTICE TO CITY OF SOUTH MIAMI BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL
INSPECTOR UNDER THE FLORIDA BUILDING CODE.
I (We) have been retained by C-\ to perform special
inspector services under the Florida Building Code 2010 a e
project on the below listed structure as of (date). I am a registered
architect/professional engineer licensed in the State of Florida.
Process Number: ;9C 19— MC .
Special Inspector for Piling, FBC 1822.1.20 (84404.6.1.20)
Special Inspector for Trusses > 35 ft. long or 6 ft. high, FBC 2319.17.2.4.2 (84409.6.17.2.4.2)
✓Special Inspector for Reinforced Masonry, FBC 2122A (R4407.5.4)
Special Inspector for Steel Framing, FBC 2218.2 (84408.5.2)
lApecial Inspector for Soil Compaction, FBC 1820.3.1 (84404.4.3.1)
Special Inspector for Precast Attachments, FBC 1927.12.2 (84405.9.12)
Special. Inspector for Roofing Applications, Lt.Weight. Insul.Conc. FBC 1917.2 (84405.12.2)
Other
Note: Only the marked boxes apply.
The following individual(s) employed by this firm or me is authorized representative to perform
inspection*
1. 2.
3.
4.
*Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by
education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a
professional engineer or architect: graduation from an engineering education program in civil or structural engineering;
graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination;
or registration as building inspector or general contractor.
SpEClAl. 69SPE'
.I (we) will notify the City of South Miami Building Department of any changes regarding
authorized personnel performing inspection services.
I (we), understand that a Special Inspector inspection log for each building must be displayed to a
convenient location on the site for reference by the City of South Miami Building Department
Inspector. All mandatory inspections, as required by the Florida Building Code, must be
performed by the City of South Miami Building Department .Inspections performed by the
Special Inspector hired by the owner are in addition to the mandatory inspections performed by
the department. Further, upon completion of work under each Building Permit, I will submit to
the Bui ng° spector at the time of the final inspection the completed inspection log form and a
seale° statenie 't intdieating t at, to the best of my knowledge, belief and professional judgment
�se olio i rojec fined above meet the intent of the Florida Building Code and are
i st t t�appr�val plans.
Engineer /Architect
• Name
$i e: an Baled � Print
t>V Address
IIFfI E D �,
Leopoldo Bellon, A1A
Lie. No. AR -8737
Estate of Florida
INDEX:
PROJECT: NEW ADDITION FOR
CRISTINA DOMINGUEZ
6331 S.W. 42 STREET MUM, FL 33155
STRUCTURAL CALCULATION
PAGE:
1- Wind Pressures Analysis For Windows, Door & Roof Design.... 1, 2
2- Wood Rafters Design ......................... ............................... 2
3- Wood Ladger Design ......................... ............................... 3
4- Roof Connectors Design ...................... ............................... 3
5- Masonry Design ................................ ............................... 4
6- Wall Footing Design ......................... ............................... 4
7- NOA
-i
REFERENCES
PROJECT: NEW ADDITION FOR
CRISTINA DOMINGUEZ
6331 S.W. 42 STREET NIIANII, FL 33155
DESIGN REFERENCES:
FLORIDA BUILDING CODE 2010 EDITION.
ASCE 7 -10 MINIMUM DESIGN LOADS FOR BUILDINGS.
ACI 318-08 BUILDING CODE.
NCMA CONCRETE MASONRY DESIGN SOFTWARE VERSION 3.1.
CRSI 2008 HANDBOOK.
TMS 402 -08 /ACI 530 -08 /ASCE 5-08 BUILDING CODE REQUIREMENTS AND
SPECIFICATION FOR MASONRY STRUCTURES. AND TMS 602 -08 /ACI 530.1-
08 /ASCE 6 -08 SPECIFICATION FOR MASONRY STRUCTURES.
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 2005
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DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY
F® The Plational Concrete Masonry Association Brick Industry Association Version 4.1 (Release 4.1.2)
western States Ctay Product Association International Code Council
Poct: Name: Cristina Dominguez Residence
Topic: Masonry Design Date:
Page: Chkd: LB
Design of a Reinforced Masonry Wall with Out-of -Plane Loads
Using the 2005 MSJC Strength Design Code
Material and Construction Data
8 in. CMU, Partial grout, running bond
Wall Weight = 44.96 psf
Type S Masonry cement / Air - entrained PCL Mortar, Course Grout
CM Density = 115 pcf
fm = 1500 psi (Specified)
Em = 900f m = 1350000 psi
Wall Design Details
Thickness = 7.625 in.
Height = 116 in. (Simply Supported Wall, Effective height = H)
x = 3.813 in.
#5 Bars, Fy = 60000.0
Reinforcement Spacing = 32 in. On- Center
Effective Width = 32 in.
Wall Design Section Properties
Ao = 122.6 in2 on design width
So = 240.4 in3 on design width
to = 916.5 in4 on design width
Ro = 2.734 in on design width
Wall Support: Simply Supported Wall
Specified Load Components
Load
P (lb)
a (in)
W1(psf)
W2 (psf)
L (lb /ft)
hl (in)
h2 (in)
Dead
60
0
0
0
0
0
116
Live
60
0
0
0
0
0
116
Soil
0
0
0
0
0
0
116
Fluid
0
0
0
0
0
0
116
Wind
0
0
70
70
0
0
116
Seismic
0
0
0
0
0
0
116
Roof
0
0
0
0
0
0
116
Rain
0
0
0
0
0
0
116
Snow
0
0
0
0
0
0
116
f1 = 1
f2 = 0.7
Controlling Load Cases
19UMDE !G SYSTE�A FC?R C ®NCRETE APt� CLAY HAAS ®N1RY
The National Concxete Masonry Association Brick Industry Association Version 4.1 (Release 4. t
western States clay Product Ass�iation I'! 'bo..I code Counal
Prjct: Name: Cristina Dominguez Residence
Topic: Masonry Design Date:
Page: Chkd: LB
Section Forces with Controlling Flexure and Axial Load -0.9D + 1.2F + 1.61-1 + 1.6W
x/H = 0.510 from bottom of wall
Vu = -10.83 lb/ft
MLu = 15692.4 lb-in./ft
Pu = 245.7 lb/ft at en = 0 in
Deltau = 0.4471 in
MTu = MLu + Puen + Pu(Deltau) = 15802.2 lb-in/ft
P =163.8 lb/ft at en = 0 in
V = -6.767 lb/ft
ML = 9808 lb-in/ft
Ultimate Moment Capacity = 23227.9 lb-in/ft (1935.66 lb-ft/ft) at this axial load
Ultimate Shear Capacity = 3254.26 lb/ft
The wall is adequate for these critical section forces.
Section Forces with Controlling Shearing Force -0.9D + 1.2F + 1.61-1 + 1.6W
x/H = 0.940 from bottom of wall
Vu = -476.4 lb/ft
Pu =77.47 lb/ft at en = 0 in
Deltau = 0.0852 in
MTu = MLu + Puen + Pu(Deltau) = 3548.22 lb-in/ft
P= 51.651b /ft aten =0in
V = -297.7 lb/ft
ML = 2214 lb -in /ft
Ultimate Moment Capacity = 22670.2 lb-in/ft at this axial load
Ultimate Shear Capacity = 3278.36 lb/ft
The wall is adequate for these critical section forces.
These were found to be load cases that controlled the design.
The flexural, shear and axial forces shown are those occurring
at the critical section for the case controlled by flexure and
at the critical section for the case controlled by shear..
The following design calculations are for the section with controlling bending moment
Section Design Forces Used
Vu = -10.83 lb/ft (Computed from Loads)
ML = 15692.4 lb-in./ft (Computed from Loads)
Pu = 245.7 Ib /ft at e = 0 in (Computed from Loads)
Wall Axial Design Data
Pu max = 3.607e +004 Ibs /ft (Code Equation 3 -16 or 3 -17)
MM3--
DESIGN SYSTEM FOR CONCRETE AND CLAY MASONRY
The National Concrete Masonry Association Brick Industry Association Version 4.1 (Release 4.1
western States Clay Product Association international Code Council
Prjct: Name: Cristina Dominguez Residence
Topic: Masonry Design Date:
Page: Chkd: LB
Maximum Permitted Axial Load for Combination D +0.75L +0.525Qe = 1.03e +004 Ibs /ft (MSJC 3.3.3.5.1)
Wall Flexural Design Data
As Required = 0.202 sq.in. in each grouted cell
As Provided = 0.31 sq.in.
Rhomin = 0
Wall Flexural Capacity with Specified Steel
a = 0.5033 in.
d = 3.813 in.
Mn = 25808.7894 lb-in/ft
Mu available = 0.9(25808.8) = 23227.9 lb-in/ft (1935.66 lb-ft/ft)
fr = 66.75 psi
Mcr = frSo = 6017.19 lb-in/ft
Igr = 343.678 in4 /ft
lcr = 23.6825 in4 /ft
Shear Design Data
Vn max = 7123 Ibs /ft (Section 3.2.4.1.2)
Vm = 4109 Ibs /ft (Section 3.2.4.1.2.1)
Maximum available Vu is the lesser of:
Vu max = 0.8(7123) = 5698 Ibs /ft
Vu max = 0.8(4109 + 0) = 3287 Ibs /ft CONTROLS (Note: Vs = 0 for walls with out-of -plane loading.)
Vu max = 3287 Ibs /ft (for developing 1.25Mn) (Section 3.1.3)
Service Load Deflection Limitations (MSJC 3.2.5.6)
Maximum permitted service load deflection = 0.007(H) = 0.007(116) = 0.812 in
Maximum service load deflection = 0.1867 in
Development and Splice Lengths for Longitudinal Reinforcement
K = 3.1250 in.
Required Development Length: Id = 25.17 in.
Required Lap Splice Length: = 25.17 in.
Some codes may require epoxy - coated reinforcement to have longer development and splice lengths.
114D.4
MIAM DiADE MIAMI -DADE COUNTY
mm
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY - 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175 -2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599
NOTICE OF ACCEPTANCE (NOA) www.roiamidade�ov /sera/
Nu -Vue Industries, Inc.
1055 E. 29 Street
Hialeah, Florida 33013
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of
construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade
County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami - Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series NVJH, NVTP/H, NVSO and NVHC Wood Connectors
APPROVAL DOCUMENT: Drawing No. NU -3, titled "NVJH Joist Supports, NVTP & NVTPH Plate
Anchors, NVSO 236 Joist Hanger, NVHC 43 & NVHC 43/2 Hurricane Clip ", sheets 1 through 3 of 3, dated
07110/2003, with last revision 4 dated 01/25/2012, prepared by Nu -Vue Industries, Inc., signed and sealed by
Vipin N. Tolat, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model /series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 08- 0828.02 and consists of this page I and evidence pages E-1 and E -2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 12-0130.34
mm" ` FCOU Expiration Date: January 1, 2014
r �, Approval Date: June 14, 2012
f,04 Page I
Nu -Vue Industries, Inc.
NOTICE OF ACCEPTANCE: . EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA # 03 -0516 01 "
1. Drawing No. NU -3, titled "NVJH Joist Supports, NVTP & NVTPH Plate Anchors,
NVSO 236 Joist Hanger, NVHC 43 & NVHC 43/2 Hurricane Clip ", sheets 1 through
3 of 3, dated 07/10/2003, with last revision 4 dated 01/25/2012, prepared by Nu -Vue
Industries, Inc., signed and sealed by Vipin N. Tolat, P.E.
B. TESTS "Submitted under NOA # 03- 0730.03"
Test reports on wood connectors per ASTM D1761
and sealed by C. R. Caudel, P.E.
by Product Testing, Inc., signed
Date
04/21/03
05/05/03
05/01/03
05/02/03
05/19/03
05/20/03
05 /30/03
05/30/03
05/13/03
05/30/03
C. CALCULATIONS "Submitted under NOA # 05-0516.01"
1. Report of Design Capacities, dated 07/13/2005, sheets 1 through 5 of 5, prepared,
signed and sealed by Vipin N. Tolat, P.E.
"Submitted under NOA # 03- 0730.03"
2. Report of Design Capacities, dated 07/22/2003, sheets 1 through 13 of 13, prepared,
signed and sealed by Vipin N. Tolat, P.E.
Oro Del Zd 1 Z
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 12-0130.34
Expiration Date: January 1, 2014
Approval Date: June 14, 2012
E -1
Retwrt No.
Wood Connector
Direction
1.
PT # 034303
NVTP4
Upward
2.
PT # 03 -4343
NVTP4H
Upward
3.
PT # 03 -4344
NVTP4
Upward
4.
PT # 03 -4345
NVTP4H
Upward
5.
PT # 03 -4349
NVS0236
Up & Down
6.
PT # 03 -4357
NVS0236
Up & Down
7.
PT # 03 -4358
NVJH24
Up & Down
8.
PT # 03 -4385
NVJH26
Up & Down
9.
PT # 03 -4386
NVS0236
Up & Down
10.
PT # 03 -43 87
NVJH28
Up & Down
Date
04/21/03
05/05/03
05/01/03
05/02/03
05/19/03
05/20/03
05 /30/03
05/30/03
05/13/03
05/30/03
C. CALCULATIONS "Submitted under NOA # 05-0516.01"
1. Report of Design Capacities, dated 07/13/2005, sheets 1 through 5 of 5, prepared,
signed and sealed by Vipin N. Tolat, P.E.
"Submitted under NOA # 03- 0730.03"
2. Report of Design Capacities, dated 07/22/2003, sheets 1 through 13 of 13, prepared,
signed and sealed by Vipin N. Tolat, P.E.
Oro Del Zd 1 Z
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 12-0130.34
Expiration Date: January 1, 2014
Approval Date: June 14, 2012
E -1
Nu -Vue Industries, Iue.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENT
1. Drawing No. NU -3 statement of code conformance to 2010 FBC, dated 01 /25/2012,
issued, signed and sealed by Vipin N. Tolat, P.E.
"Submitted under NOA # 08- 0828.02" .
2. Statement letter of code conformance, no financial interest and no change of product,
dated 08/21/2008, issued, signed and sealed by Vipin N. Tolat, P.E.
dd��f Z�r2
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. M0130.34
Expiration Date: January 1, 2014
Approval Date: June 14, 2012
E -2
TABLE 1
JOIST SUPPORTS '
18 G NVJH JOIST SUPPORTS .
Ano+wWe teodr (�1
U
Sho.
Fasteners
-
o
�.
qw tin - -
a
Product
Jobl
-Hader
Hmdc
md
A H 85
Sae.
St.
Size
coder
Hinds
,
NVJH21
Ili
396
3
2x4•
yy
2-20.
2-26
20 .
2S
B-tOd
c-roe. A-
sg-744
744.
'
NVAi26
146
,
5
3
tae
2rg '
2 -2.6 '
2 -2®
2`5
2.a
TO --tOd
a
: LI'
'240
1240
NKlQe
lib
B
3 r
2ffi
2r10 '
2-209
22-2M r
2.5
2d0
74-lOd
a
as a Or
mr.
1736
C79 '
2,t
2 -2A2
202
1
i
Ty, rlouhie Hinder
H 1
.. 1 NYi1 26 m 1'— .
NV.H 24 & 28 .
wain tat wah - .
115 da.e A hdes. -
General Notes:
1. Steel shall conform to ASIM A653, structural grade 33 (whin, yield 33 ksi)
and a mioun= galvanized coating of G 60 per AMU A5M '
2. Allowable loads are based on N adorW Desgg specifications QM for '
wood construction.-2-5 FAtim° d Fle +ido RWId:, J Cud.. 2.oCC
-
3 Design loads are for Sotehern Pane spe ies with a specific gravity of 0.55. '
Allowable loads for other species shallbe adjusted accordingly-
4. ttad values are based on YIDS table .55 and have been reduced
for Penettahpn Depth factor., -
5. Allowable loads for wind uplift and lateral loads have already been '
increased by a duration factor of-60% for anchor nail 14o- increase is
allowed for steel stress.-
6- Allowable loads for more than a single C;! - -ti- cannot be added - '
together. A design load which be dvided m1c c0"Prinents is the direction
given must be evaluated as follows!
Afloat Uoli@�i1 + < =1.0
Allowable Upli�E+ Allowable L1 Allowable Ll
7- Allowable loads are base on 1 W thick wood_ Members unless otherwise
noted.
8. All tests have -been conducted in accordance with AS TM D-1761- '
vwm IZTOiAT. PH (CCnw -
PL RH(i. $ 12847 -
16723I.A2TM CF= LAM
_on= HOUSTON. T& 77068
a.
11" Vue ftb mli hr-"==.=
. -
C
Qe�l 7 � �
Nvm IosT St>2roEi5 -
mms: Shur! hate =. R.WmetO 17130p3
GJ i9J vin-
NU-3 lots ' iuur m zm _ AS
TABLE 2 -
TOP PLATE ANCHORS'
NVTP & NVTPH '
SL,,
Product
Code
Gauge .
Moonstone (in)
A •
e
$d /M
MVN4
20
Jr
g
2X8/416
NVM
20
5$' .
g
2s8/4ffi
NVIP6 •
20 •
1279 ,
g -
2.4/4x4
NVIP411 •
to
3r
g
as /�
Nvtvex .
1e .
ar •
8' .
$
8049
7g •
g
Product
code '
Told number of fasteners
10d x 17P Wind £atxfss '
MmL Uplift Capacity (11110)
6 •
8
10
12
NVIP 4,B,e '
8.28.
1087
1346
IM -
N� 4N•�+
938'
{207,
1476
1745
Notes:
1. See General Notes, Sheet 1. '
2. One half of all specified fasteners shall be used on each side of the stud -
to achieve tabulated wlues. ,
14•
A�
� e
e
ell e
e
TABLE 3
NVSO 236. 16 GAUGE, HEAVY DUTY '
FACE MOUNT JOIST HANGER
Notes:
1. See General Notes, Sheet 1. '
17P �
0
s Is
oO
01 0
OOLT HOLM 11Y MA.
NAIL HOLE 3/16' Oel i
#M
RM
M T%
174' >�1xiesvl�
Fastenefa
AYofrabk Loods (Lbs.)
Jolet
Size
Heads
Stze ,
Header ,
dolst
,
a"W"
Uplift
2"
2-2a ,
2-WO'
2-202
t4-tOd
6-100
1798,
1108 ,
N--10d •
8-t8d
1875 ,
1279 ,
NP1P � Nvaa r1w7e At>tl�, NV80 296 A7ET 11AN1�
a -tea,
Sob
1217 -
Notes:
1. See General Notes, Sheet 1. '
17P �
0
s Is
oO
01 0
OOLT HOLM 11Y MA.
NAIL HOLE 3/16' Oel i
#M
RM
M T%
174' >�1xiesvl�
Yh eel�ty esc��u1-Nyaenw/y
[: PB XIM
17
CIO>!3Bl.ANB
77008
0�
u °Vue 1vauMd® ten
y n Q.
'}�Xi"'
meq�ta®e.afasmw
lHdohPYtldem018
�°suo9elr'oaf7
nea�ana'ass6
�
NP1P � Nvaa r1w7e At>tl�, NV80 296 A7ET 11AN1�
8beea
D"
eee4>oas 0J 11 1Q=
W 1&11!09
$
8049
x714 foal
CNOtf /M
TABLE 4
18 Gauge NVHC 43 & NVHC 43/2 HURRICANE CLIP.
PRODUCT
FASTENERS -
DMGN LOADS(U3S)
CODE DESCRIPTION •
IN N. THAT, PS (CAW
-
RM 8 12847
23 IANTER CV0M SANE
ISTON, TX 77068
ems.
HEADER,
.rolsr -
uFt�r
u '
12 .
NVHC 43 ' Hm b mw aq - VrWe
9 -1Od •
4-tOd,
�6t37
407%
308
NVHC 43/2 • W-d- cup - Wdrx2 '
10 -tOd'
10 -1Od'
X917
547,
.432
Notes V-of LOUR, use twO' Clips, one on each
side to Comply wfth section 2321.7 of "
1. See General Notes, Sheet 1. the FOC 2010
1%7
ljjln iv x t{ {f
NVHC 43/2 NV14C 43
Pr 4
ect skit
s+ r'rn�dr !rrmr®
�a.bmetlidb
IN N. THAT, PS (CAW
-
RM 8 12847
23 IANTER CV0M SANE
ISTON, TX 77068
ems.
N N. TO •, ��
u —Vue b&vbi.am,-
y%
lM .n ba F�wud se
� .3so>3
Is W
FAX.' 4105) 6%-0%
pt
NVHC 43 & NVHC 43/2 HURRICANE CLIP.
O R:�P
q
DWG C.
Sheets
Rate:
n..:� : () I1/10NKt
felt'
%IU -3
3d3
mti i4 mw
I
(2112111/03
MIAMI•DiADE MIAMI -DADE COUNTY
L_01;� PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175 -2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.j2v/pers/
Nu -Vue Industries, Inc.
1055 East 29 Street
Hialeah, Florida 33013
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of
construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade
County PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series NVTA, NVTAS, NVBH, NVUH, NVRT and NVTR Wood Connectors.
APPROVAL DOCUMENT: Drawing No, NU -2, titled "NVTA and NVTAS, NVBH 24 and NVUH,
NVRT and NVTH ", sheets 1 through 4 of 4, dated 02/13/2003, with last revision dated 01/25/2012, prepared
by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat, P.E., bearing the Miami -Dade County
Product Control revision stamp with the Notice of Acceptance (NOA) number and expiration date by the
Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model /series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -, Vade County, Florida, and followed.
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA # 08- 0326.11 and consists of this page 1 and evidence pages El and E2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No: 12- 0130.33
tit c � ZZ Expiration Date: August 21, 2013
e(./6qq';0 Approval Date: June 14, 2012
Page 1
Nu -Vue Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA No. 05- 0701.04"
1. Drawing No. NU -2, titled "NVTA and NVTAS, NVBH 24 and NVUH, NVRT and
NVTH ", sheets 1 through 4 of 4, dated 02/13/2003, with last revision dated
01/25/2012, prepared by Nu -Vue Industries, Inc., signed and sealed by Vipin N. Tolat,
P.E.
B. TEST
"Submitted under NOA No. 05- 0701.04"
Test reports on wood connectors per ASTM
D1761 by Product Testing, Inc., signed
and sealed by C. R.
Caudel, P.E. and S. E. Black,
P.E.
Reuort No.
Wood Connector
Direction
Date
1.
PT 02 -4073
NVTA
Upward
11/06/02
2.
PT 02 -4075
NVTA
Upward
11/07/02
3.
PT 02 -4074
NVTA
Upward
1. 1/06/02
4.
PT 02 -3938
NVTA
Upward
08/06/02
S.
PT 03.4177
NVRT36
Upward
02/03/03
6.
PT 03 -4202
NVRT36 -T
Upward
02/19/03
7.
PT 03 -4271
NVRT36 -T
Upward
03/27/03
8.
PT 03 -4270
NVRT24 -T
Upward
03/27/03
9.
PT 02 -4095
NVUH26
Up & Downward
01/17/03
10.
PT 02 -4096
NVBH24
Up &Downward
12/03/02
11.
31- 22456.0002
NVTA & NVTAS
Lateral
07/06/02
12.
PT 04 -4698
NVTH24
Upward Parallel/Perpendicular 04/15/04
13.
PT 04 -5036
NVTH24
Upward Load
12/10/04
C. CALCULATIONS "Submitted _under NOA No. 04-1202.01"
Report of Design Capacities prepared by Vipin N. Tolat, P.E.
Product Model
No. of Pages
Date
Sienature
1.
NVBM24
7 through 8
05/05/03
V. N. Tolat, P.E
2.
NVRT
9 through 14
05/05/03
V. N. Tolat, P.E.
3.
NVTA & NVTAS'
l through 6
05/05/03
V. N. Tolat, P.E.
4.
NVTA & NVTAS
1 through 14
02/06/03
V. N. Tolat, P.E.
5.
NVRT
15 through 15
07/07/03
V. N. Tolat, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No: 12- 0130.33
Expiration Date: August 21, 2013
Approval Date: June 14, 2012
E -1
Nu -Vue Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Department -efFermitting, Environment, and Regulatory Affairs (PERA)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Drawing No. NU -2 statement of code conformance to 2010 FBC, dated 01125/2012,
issued, signed and sealed by Vipin N. Tolat, P.E.
"Submitted under NOA No. 04-1202.01 "
2. No Financial Interest and code compliance letter issued by Vipin N. Tolat, P.E., on
03/26/2003 signed and sealed by Vipin N. Tolat, P.E.
PDX
Carlos M. Utrera, P.E.
Product Control Examin% _
NOA No: 12- 0130.33
Expiration Date: August 21, 2013
Approval Date: June 14, 2012
E -2
TABLE 7
T— Anchors NVTA and Riveted Truss Anchors with Seat NVTAS
H
Length
Product
Code
Gouge
soot
Gauge
strap
16
NVTA -18
NVTAS 212
20
14
18
NVfA -18
NvTAS 214
20
14
20
HV1A -70
NWAS 216
20
14
22
NVTA -22
NVfAS 218
20
14
24
NVrA -24
NvTAS 22o
20
14
26
NVTA -26
NVIAS 222
20
14
28
NVTA -28
NVTAS 224
20
14
30
NVTA -30
NVTAS 226
0
14
M
NVU -W
WAS 232
20
f4
48
NVTA -48
NVIAS 244
20
It
Na of
Fasteners
each strap
i0d
b+abnum
ADowable
Load
68
uport
Single
Strap
Uplift
Doubt ,
L7 Single
& Doubl
Strops
L2 Singl
& Dad
Strops
5
757
1514
250
S0
6
805
1610
250
500
7
854
1708
250
500
8
902
'4804
250
500
9
951
'102
250
50D
10
am
'1998
250
50
11
2272
520
250
50
T2
NVTAS 218
20
250
500
_ 13
-2288
M,193
250
50
14
NVIAS 220
20
250
50
-Note, For 8 or mare ad b par .trap, use
double trued for double sb .
N
Length
(�)
Truss Anchors NVTA
Product
Code
and
Riveted
��
Truss Anchors
No. of
Fasteners
each strop
lfld x 1.5�
wren
Naldmum
beat. NvhAa
N! °�'°Dle
Land
Iles
tlpDit
Yngie
Strap
OP9ft
Dom
'
L7 Single
& Double
Straps
L2 5mgl
& Doubl
Strops
16
NVTA -16
NVTAS 212
20
t4
16
WA -18
NVTAS 214
20
14
5
1032
2236
250
500
NVfA -2D
NVTAS 216
20
14
6
1127
2254
385
565
7
1136
2272
520
630
IMA -22
NVTAS 218
20
14
8
1144
-2288
520
630
F24
NVTA -24
NVIAS 220
20
14
9
1153
'2306
520
630
NVTA -25
MWAS 222
20
14
10
1161
•2)22
520
830
11
1170
'2340
520
830
NVTA -28
NVTAS 224
0
14
12
1178
•23158
520
630
30
1 NVTA -30
NVTAS 226
20
14
F 13
1187
'2374
520
630
36
NVTA -36
NVTAS 232
20
14
'Note: Far
durable frlrm
8 m mare
for drudge
nsfla
eUaps
per etrap, use
46
1 NVTA -48
I NVTAS 244
0
14
Gerwal Notes
O
1. Stets ohm conform to ASTM A653, atrudrnd grade 33 (IOo. y1Md 33 led) am +�
o minhan gdmlbed 000li g of G 60 pw ASTM AM$ t� Reinforcements RogAr d ..1. O
2 Aese.ble geode rue board an Natiand 0mthg ePadfi—M— (NDS) for wood H 22
cahsb--UM 20DSFdi ar, and Fladda Building Code 010
S Dmp� hods rue for South— Pine ghedaa .tin a opadtk gmftT o/ 0.55.
A1ord><e Imde far oMer epedm Oro0 be odjr amor�X W 4• Tic Baron 0 4. Not acute taro board an NOS table 11P, G-M55 for eanman ere nds and 1. !,I
L with canvete /Bed O
hma been reduced far Penetration DePlh fa-t. Cl, NVTAS th cars Hdm Di. �•
5. Allowable leads for whin Well hme Already been haeamm b o dared. as8gi,wiicrF1w10 NVTA, NVTAS
factor of 1.6 far a her rmee. 3M .t.M *— inareeee b not used h the 1� VIPIN N. TOLAT, PE (CNIL) e + 6 t �
tabulated dum. FL REG. / 12847
6. Allowable lame for more than one d►wbm for o whye carmetNon meet be 15123 LANTERN 068 L/!N _ IR
added togea.r. A dmign load which sae be Added into ouropnrmtn h Ore HOUSTON, TX 77068
d[mtlmna 96an must be .Mu.W m fa9awa: Fb/artTnlell
`�4p4,unprrw'
dam. + + > o- 1.0 .•'SQ1P1 N._TO /�•. u — Vu e Induswm Ina
7. AlbwoNe loads are breed m Ir tbld wood mmda6 rageu oUmwbe noted. 10 Z33 Street
8
All tic beans sod groutm mnaet rtumry ohm oanmy high dreDtae 19 H 7F:� f4 : Y2 PHMF -- (30) 694 -0397
am 21 al 2040 f1jG Concrete for Ile bea rr, am gmt sod mater fa maaebe
FAX (306) 694 -CM
me ohm be o min of 2500 Psi. Gamete mmoay ohm 'amply elth /SIN A�
4 .�� .OR�,S. NVTA AND NvrAS TRTISS ANCHORS
9. All tuts hme been aadreted h aeardaece eM ASTM D -1781. ' R 10`14.` DWG S: S110at: j0og ReWsianS dine i 2OD5
J., 1e, 2006
NVTA rfr'pss�iiEea1�� 1 (.31(31— t of 4 fry. T3. mos ,gdy 14 2005
TAELF
NVBH 24 BUTTERFLY HANGER
Notes
1. On e9 q—lfi d ft— In etAedde to addax VMV"
hdkaled.
2. Vdom ae booed m It heeds and Jatet thi*m
I See Gensd Ka1m, Sheet 1.
SYMM.@ Mid Span
I
TABLE 4
NVUH 26 JOIST HANGER
V DOWNWARD LOAD .y1
°"'�
u — Vu e md11911 m U1o.
19 SO�IIE
�
�$
a
)i' FSQEDIAE
ALLORADLE
LOADS (a.)
Nleled4 Flo11do 33D13
X
a 8 4$
g
z
DOINIVARD
MAWN iOAOS
NVBIt2
18 1 12
B
1113
Notes
1. On e9 q—lfi d ft— In etAedde to addax VMV"
hdkaled.
2. Vdom ae booed m It heeds and Jatet thi*m
I See Gensd Ka1m, Sheet 1.
SYMM.@ Mid Span
I
TABLE 4
NVUH 26 JOIST HANGER
raaoocratvu®
.aa.�bela.rrwNr
Amole.w.j33
/IOIeR
1. The di Wmilled tadma h ed d t. to add— dues
tndlaatad.
2 Vd— — timed en 3' Mods Odd.— aW It Joht - ihtdo�eu.
a Sao e—d Note% STeel t. rttlrr
n{.
SYMM.® Mid Span aw+■
I
r� 2r 4`�'Fr 11b1d.
or
CREEK LANE
rose
V DOWNWARD LOAD .y1
°"'�
u — Vu e md11911 m U1o.
19 SO�IIE
�
ALLOWABLE LOADS (100.)
153 -1059 Elmt 29 SUW
UND UPLIFT
Nleled4 Flo11do 33D13
SS7rq-
GeAi Ms
LOAD
NVBH 24 AND NVUH 26 HANGERS
4
DWG f:
Sheet
2.6
NVLH
14 20
to
2233
1213
raaoocratvu®
.aa.�bela.rrwNr
Amole.w.j33
/IOIeR
1. The di Wmilled tadma h ed d t. to add— dues
tndlaatad.
2 Vd— — timed en 3' Mods Odd.— aW It Joht - ihtdo�eu.
a Sao e—d Note% STeel t. rttlrr
n{.
SYMM.® Mid Span aw+■
I
r� 2r 4`�'Fr 11b1d.
or
CREEK LANE
rose
V DOWNWARD LOAD .y1
°"'�
u — Vu e md11911 m U1o.
PA
153 -1059 Elmt 29 SUW
Nleled4 Flo11do 33D13
( )
Le�
094 -03119 FAX
NVBH 24 AND NVUH 26 HANGERS
DWG f:
Sheet
Dabs
ReWSIMMAM.7.20M _
'
NU—
2 of 4
FER t3
a- 15. 2035
J- 1A 2305
Juy itt 200e
TABLE 5
NVRT Flat and Twisted Rafter Ties
Length
(in)
Product
Code
Gauge
12
N49T -12
14
16
NVRT -16
14
18
NVRT -18
14
20
NVRT -20
14
22
NWT -22
14
24
NVRT -24
.14
30
NVRT -30
14
36
Ntwi -36
14
46
NVRT -48
14
16d Fasteners
Yoximum UPFdt toad (ft)
TDTAL
In
Flat Tim
Twlsted Ties
8
4
725
n4
10
5
661
8fg
12
6
896
866
14
7
1135
1152
"161-
1. Spectly'C far Flat wA -r fo TWeled Wd ardanng.
2 F.db— .alts are heed ao a ,bbwn 11' thick e.d menbaa.
1 - bWeats % of naft In eadr coasated need manber.
4. Ss General Nata4 asset I.
A,-
tF11GTH J
HALF HALF
Connected Cameeted
ue
to tr to ed
r LENGTH J
VRGD 4N�t6FD
s le6aiMftfbdf
tAWWWtyl.
TABLE &
NVRT Twisted Rafter Ties to Concrete Tie Beams
l (n
in
C
GaO
12
NAT - -12
14
16
MWT -16
14
18
NVRT --18
14
20
NVRT -20
14
22
NVRT -22
14
24
NYRT -24
14
30
NvRT -3D
14
36
NVRT -35
14
48
MIRT -48
14
_No. of 16d rags -
to Wood Framing
-_No. of r diameter
Topcons to Concrete
blOalmUM Wit
Load (lbs)
4
e
722
5
7
am
6
6
881
7
8
1 1125
Aeq�� �d �• 2p �•
11
r1YdY 1�� o 0
0
NVRT Anchor
nser♦.e.w � lN"e Holes did. (�•
►asae 1. ITw tapcoea shm be ambeaded o mkrbr —n of 14' bfo canmte
tLeDeam a aabeorrr tometl wo, mrcrete toed rnmorap. MN tapoona ddl Do nat
bb a mhr. edge dletonm of 2r and mfabmen speeh9 of 1 }' s dram, be m�
2 Ss G-01 N-tM d-d I. I6d
UPLIFT 3. AD tapmm mast be In the name rca spoao at Of on —t—
D. not as ftd- In am P.R. ms. } yqi
Strap runt be long to akarmodaa ra@dred t"'.
°pfO1s VIPDI N. TOLAT. PE (avio
FL REG. 12647 "at.
03 JI;
„ r S:. +• 19123 LANTERN QtEE%% LANF
HOUSTON. TX 77088
/I„ u — Vu e Induatrba. Mc
/UXn n'jG 10HW.%8 Emt 2e M3
Nided� FlorNO 33013
db PHONE- ( 7
2� rM ay datao FAX 694-0398
Ndnkraammt regaled /� NVRT FLAT AND TVAMM RAFTER TIES
're Baum >farnad.+ _ _�lk Si!eet,., Data Reiaians,t� L 2oc3 . .
O°^Oef° jO001Q' ° NU 3 of 4 a, anal is -a
concrete tie berm
c
22 WOH -26 18 14 11 1490 288D
24 NVM -28 18 14 F�l 1544 3088
159 8 3198
25 NVM -30 18 14
Toes piote nnuked
to t t— bod to \. 32 NVM -36 18 14 1F If w
bottom. dyad .
44- NVM-48 18 14 K
RNnfacerknts O
. Regxred .. ..
O
. Nofls m Rmt Q Sock - O
Sba9 be off -emend
�- - - V" x 7MAT P8 (004 .. Horn 610: 3
Oamk W-P eaete Ti. Sean _ PL tea: / 18847 a
Owde Tn� - - ' c .te ssw Noss fed in R.A z LT n1�.i 16128
1 TY 77'088 t�
- _ mosary - NM
u — true ladtaartee,'1no.
t" am
wee�ane 3 �.�w. +1r +3 Peem«
Jim eia�as
Um 1p sneer Date: Revledvate
NU -2 4 of 4 am ts. som.
TABLE 7
Truss Anchors NVTH
Ur
Lin
Prod
Fasteners of
Maxbnum tlpOft tooda Ibs)
�trm laoodd to
�
'�
BtMP
In each Strap
Single Strap
Double Straps
boHOe dwd .
10d x 1.5°
on
on
Retr7a
12
NVTN-16
18
14
Single Truss
Double Truss
Rgdld
-
5
1052
2064
+� ovsr. r
N
14
NVTH -18
18
14
'
-
6
1222
2444
18
NVTH -20
18
14
7
1275
2550
YM. 4
Fl®.
irum
e` -
18
NVTH -22
18
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Residential System Sizing Calculation
Summary
MS CRISTINA DOMINGUEZ Project Title:
6331 SW 42 STREET NEW KITCHEN ADDITION FOR CRISTINA DOMINGUEZ
SOUTH MIAMI, FL 33155-
4/29/2013
Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L)
Humidit data: Interior RH 50%
Outdoor wet bulb 77F Humidity difference 58 r.
Window total
Winter design temperature(MJ8 99 %) 50
F
Summer design temperature(MJ8 99 %)
90
F
Winter setpoint
70
F
Summer setpoint
75
F
Winter temperature difference
20
F
Summer temperature difference
15
F
Total heating load calculation
17578
Btuh
Total cooling load calculation
33934
Btuh
Submitted heating capacity
% of calc
Btuh
Submitted cooling capacity % of calc
Btuh
Total (Electric Strip Heat)
145.1
25500
Sensible (SHR = 0.75)
105.6
28200
Subtotal
Latent
129.9
9400
0
cfm
0
Total
110.8
37600
Winter Haatinn I nnri Ifnr 1418 cnffl
WINTER CALCULATIONS
DL
Load component
Load
Window total
168
sqft
3793
Btuh
Wall total
1052
sqft
3639
Btuh
Door total
40
sqft
368
Btuh
Ceiling total
1436
sqft
762
Btuh
Floor total
1436
sqft
3634
Btuh
Infiltration
106
cfm
2325
Btuh
Duct loss
3057
Btuh
Subtotal
17578
Btuh
Ventilation
0
cfm
0
Btuh
Blower Load
7500
Btuh
In fli.il YQ }
Doc rs(25f
TOTAL HEAT LOSS 17578 Btuh
SUMMER CALCULATIONS
Summer Cnnlinn I nad /fnr 1416 snffl
Load component
Load
Window total
168
sqft
6467
Btuh
Wall total
1052
sqft
2729
Btuh
Door total
40
sqft
552
Btuh
Ceiling total
1436
sqft
1555
Btuh
Floor total
0
Btuh
Infiltration
79
cfm
1308
Btuh
Internal gain
3320
Btuh
Duct gain
3266
Btuh
Sens. Ventilation
0
cfm
0
Btuh
Blower Load
7500
Btuh
Total sensible gain
26697
Btuh
Latent gain(ducts)
911
Btuh
Latent gain(infiltration)
3126
Btuh
Latent gain(ventilation)
0
Btuh
Latent gain(internal /occupants
/other)
3200
Btuh
Total latent gain
7237
Btuh
TOTAL HEAT GAIN
33934
Btuh
atent internaif9W,
Int. G1 in!':
PREPARED
DATE:
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System Sizing Calculations - Winter
Residential Load - Whole House Component Details
MS CRISTINA DOMINGUEZ Project Title:
6331 SW 42 STREET NEW KITCHEN ADDITION FOR CRISTINA DOMINGUEZ
SOUTH MIAMI, FL 33155- Building Type: User
4/29/2013
Reference City: Miami, FL (Defaults) Winter Temperature Difference: 20.0 F (MJ8 99 %)
Window
Panes/Type Frame U
Orientation Area s ft X
HTM=
Load
1
1, NFRC 0.50 Metal 1.13
N
13.1
22.6
296 Btuh
2
1, NFRC 0.50 Metal 1.13
N
4.7
22.6
105 Btuh
3
1, NFRC 0.50 Metal 1.13
S
26.2
22.6
592 Btuh
4
1, NFRC 0.50 Metal 1.13
S
26.2
22.6
592 Btuh
5
1, NFRC 0.50 Metal 1.13
E
52.4
22.6
1185 Btuh
6
1, NFRC 0.50 Metal 1.13
W
26.2
22.6
592 Btuh
7
1, NFRC 0.50 Metal 1.13
W
19.0
22.6
430 Btuh
Window Total
167.8 s ft
3793 Btuh
Walls
Type Ornt. Ueff.
R -Value
Area X
HTM=
Load
(Cav /Sh)
1
Conc Blk,Hollow - Ext (0.179)
3.0/0.0
150
3.57
536 Btuh
2
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
69
2.98
207 Btuh
3
Conc Blk,Hollow - Ext (0.179)
3.0/0.0
184
3.57
656 Btuh
4
Conc Blk,Hollow - Ext (0.179)
3.0/0.0
305
3.57
1089 Btuh
5
Conc Blk,Hollow - Ext (0.179)
3.0/0.0
211
3.57
754 Btuh
6
Conc Blk,Hollow - Ext (0.149)
4.1/0.0
133
2.98
397 Btuh
Wall Total
1052 ft
3639 Btuh
Doors
Type Storm Ueff.
Area X
HTM=
Load
1
Wood - Exterior, n (0.460)
20
9.2
184 Btuh
2
Wood - Exterior, n (0.460)
20
9.2
184 Btuh
Door Total
40 s ft
368Btuh
Ceilings
Type /Color /Surface Ueff.
R -Value
Area X
HTM=
Load
1
Vented Attic /L/Shing (0.027)
19.0/19.0
1224
0.5
653 Btuh
2
Cathedra l /L/Shing (0.026)
19.0/19.0
212
0.5
109 Btuh
Ceiling Total
1436 s ft
762Btuh
Floors
Type Ueff.
R- Value
Size X
HTM=
Load
1
Slab On Grade (1.180)
0.0
154.0 ft(perim.) 23.6
3634 Btuh
Floor Total
1436 s ft
3634 Btuh
Envelope Subtotal:
12196 Btuh
Infiltration
Type Wholehouse ACH Volume(cuft) Wall Ratio
CFM=
Natural 0.55
11488
1.00
105.7
2325 Btuh
Duct load
Average sealed, R6.0, Supply(Att), Retum(Att)
(DLM of 0.211)
3057 Btuh
All Zones
Sensible Subtotal All Zones
17578 Btuh
EnergyGauge® / USRFZB v3.0 Page 1
Manual J Winter Calculations
Residential Load - Component Details (continued)
MS CRISTINA DOMINGUEZ Project Title:
6331 SW 42 STREET NEW KITCHEN ADDITION FOR CRISTINA DOMINGUEZ
SOUTH MIAMI, FL 33155- Building Type: User
4/29/2013
Subtotal Sensible Heat Loss 17578 Btuh
Totals for Heating Ventilation Sensible Heat Loss 0 Btuh
Total Heat Loss 17578 Btuh
1. Electric Strip Heat 25500 Btuh
Key: Window types - NFRC (Requires U- Factor and Shading coefficient(SHGC) of glass as numerical values)
or - Glass as'Clear' or'Tint' (Uses U- Factor and SHGC defaults)
U - (Window U- Factor)
HTM - (ManualJ Heat Transfer Multiplier)
EnergyGauge@ / USRFZB v3.0 Page 2
Residential Load - Vvfhole House Component Dot
MS CRISTINA DOMINGUEZ Project Title:
6331 SW 42 STREET NEW KITCHEN ADDITION FOR CRISTINA DOMINGUEZ
SOUTH MIAMI, FL 33155-
4/29/2013
Reference City: Miami, FL Temperature Difference: 15.0F(MJ8 99 %) Humidity difference: 58gr.
EnergyGauge® / USRFZB v3.0 Page 1
Type"
Overhang
Window Area(sqft)
HTM
Load
Window
Panes SHGC U InSh
IS
Ornt
Len H t
Gross
Shaded Unshaded
Shaded Unshaded
1
1 NFRC 0.50, 1.13 B -L
No
N
1.0ft. 5.Oft.
13.1
0.0 13.1
22
22
292
Btuh
2
1 NFRC 0.50, 1.13 B -L
No
N
1.0ft. 3.Oft.
4.7
0.0 4.7
22
22
104
Btuh
3
1 NFRC 0.50, 1.13 . B -L
No
S
1.0ft. 5.Oft.
26.2
26.2 0.0
22
24
583
Btuh
4
1 NFRC 0.50, 1.13 B -L
No
S
4.Oft. 5.Oft.
26.2
26.2 0.0
22
24
583
Btuh
5
1 NFRC 0.50, 1.13 B -L
No
E
1.0ft. 5.Oft.
52.4
0.0 52.4
22
50
2633
Btuh
6
1 NFRC 0.50, 1.13 B -L
No
W
1.0ft. 5.Oft.
26.2
0.0 26.2
22
50
1317
Btuh
7
1 NFRC 0.50, 1.13 B -L
No
W
1.0ft. 5.Oft.
19.0
0.0 19.0
22
50
955
Btuh
Window Total
168 (sqft)
6467
Btuh
Walls
Type
U -Value R -Value
Area(sqft)
HTM
Load
Cav /Sheath
1
Concrete Blk,Hollow - Ext
0.18 3.0/0.0
150.2
2.7
402
Btuh
2
Concrete Blk,Hollow- Ext
0.15 4.1/0.0
69.3
2.2
155
Btuh
3
Concrete Blk,Hollow - Ext
0.18 3.0/0.0
183.6
2.7
492
Btuh
4
Concrete Blk,Hollow - Ext
0.18 3.0/0.0
304.9
2.7
817
Btuh
5
Concrete Blk,Hollow - Ext
0.18 3.0/0.0
211.1
2.7
565
Btuh
6
Concrete Blk,Hollow- Ext
0.15 4.1/0.0
133.0
2.2
298
Btuh
Wall Total
1052 (sqft)
2729
Btuh
Doors
Type
Area (sqft)
HTM
Load
1
Wood - Exterior
20.0
13.8
276
Btuh
2
Wood - Exterior
20.0
13.8
276
Btuh
Door Total
40 (sqft)
552
Btuh
Ceilings
Type /Color /Surface
U -Value R -Value Area(sqft)
HTM
Load
1
Vented Attic /Light/Shingle
0.027 19.0/19.0
1224.0
1.17
1436
Btuh
2
Cath /Sngl Assem /Light/Shingle
0.026 19.0/19.0
212.0
0.56
119
Btuh
Ceiling Total
1436 (sqft)
1555
Btuh
Floors
Type
R -Value
Size
HTM
Load
1
Slab On Grade
0.0
1436 (ft- perimeter)
0.0
0
Btuh
Floor Total
1436.0 (sqft)
0
Btuh
Envelope Subtotal:
11303
Btuh
Infiltration
Type
Average ACH Volume(cuft) Wall Ratio
CFM=
Load
Natural
0.41
11488 1
79.3
1308
Btuh
Internal
Occupants
Btuh /occupant
Appliance
Load
gain
4 X 230 +
2400
3320
Btuh
Sensible Envelope Load:
15931
Btuh
Duct load
Average sealed, Supply(R6.0-
Attic), Return(R6.0 -Attic)
(DGM of 0.205)
3266
Btuh
Sensible Load All Zones
19197 Btuh
EnergyGauge® / USRFZB v3.0 Page 1
s,
Manual.J Summer Calculations
Residential Load - Component Details (continued)
MS CRISTINA DOMINGUEZ Project Title: Climate: FL_MIAMI_INTL_AP
6331 SW 42 STREET NEW KITCHEN ADDITION FOR CRISTINA DOMINGUEZ
SOUTH MIAMI, FL 33155-
4/29/2013
1. Central Unit # 37600 Btuh
*Key: Window types (Panes - Number and type of panes of glass)
(SHGC - Shading coefficient of glass as SHGC numerical value)
(U - Window U- Factor)
(Irish - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R))
- For Blinds: Assume medium color, half closed
For Draperies: Assume medium weave, half closed
For Roller shades: Assume translucent, half closed
(IS - Insect screen: none(N), Full(F) or Half( %2))
(Ornt - compass orientation)
3:
a:
EnergyGaugeO / USRFZB v3.0 Page 2
Sensible Envelope Load All Zones
15931 Btuh
Sensible Duct Load
3266 Btuh
Total Sensible Zone Loads
19197 Btuh
Sensible ventilation
0 Btuh
Blower
7500 Btuh
Whole House
Total sensible gain
26697 Btuh
Totals for Cooling
Latent infiltration gain (for 58 gr. humidity difference)
3126 Btuh
Latent ventilation gain
0 Btuh
Latent duct gain
911 Btuh
Latent occupant gain (4.0 people @ 200 Btuh per person)
800 Btuh
Latent other gain
2400 Btuh
Latent total gain
7237 Btuh
TOTAL GAIN
33934 Btuh
1. Central Unit # 37600 Btuh
*Key: Window types (Panes - Number and type of panes of glass)
(SHGC - Shading coefficient of glass as SHGC numerical value)
(U - Window U- Factor)
(Irish - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R))
- For Blinds: Assume medium color, half closed
For Draperies: Assume medium weave, half closed
For Roller shades: Assume translucent, half closed
(IS - Insect screen: none(N), Full(F) or Half( %2))
(Ornt - compass orientation)
3:
a:
EnergyGaugeO / USRFZB v3.0 Page 2
ii
-FORM 405 -10
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: NEW KITCHEN ADDITION FOR CRISTINA DOMING
Builder Name:
Street: 6331 SW 42 STREET
Permit Office: CITY OF SOUTH MIAMI
City, State, Zip: SOUTH MIAMI, FL, 33155-
Permit Number:
Owner: MS CRISTINA DOMINGUEZ
Jurisdiction: 233300
Design Location: FL, Miami
1. New construction or existing Existing (Projected
9. Wall Types (1260.0 sqft.)
Insulation Area
2. Single family or multiple family Single - family
a. Concrete Block - Int Insul, Exterior
R =3.0 1018.70 ft2
b. Concrete Block - Int Insul, Exterior
R =4.1 241.33 ft2
3. Number of units, if multiple family 1
c. N/A
R= ft2
4. Number of Bedrooms 3
d. N/A
R= ft2
10. Ceiling Types (1436.0 sqft.)
Insulation Area
5. Is this a worst case? No
a. Under Attic (Vented)
R =19.0 1224.00 ft 2
6. Conditioned floor area above grade (ft2) 1436
b. Cathedral /Single Assembly (Vented)
R =19.0 212.00 ft2
Conditioned floor area below grade (ft2) 0
c. N/A
R= ft2
11. Ducts
R ft2
7. Windows(167.8 sqft.) Description Area
a. Sup: Attic, Ret: Attic, AH: Main
6 287.2
a. U- Factor: Sgl, U =1.13 167.83 ft2
SHGC: SHGC =0.50
b. U- Factor: N/A ft2
12. Cooling systems
kBtu /hr Efficiency
SHGC:
a. Central Unit
37.6 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
25.5 COP:1.00
SHGC:
Area Weighted Average Overhang Depth: 1.468 ft.
Area Weighted Average SHGC: 0.500
14. Hot water systems
a. Electric
Cap: 50 gallons
8. Floor Types (1436.0 sqft.) Insulation Area
EF: 0.920
a. Slab -On -Grade Edge Insulation R =0.0 1436.00 ft2
b. Conservation features
b. N/A R= ft2
None
c. N/A R= ft2
15. Credits
Pstat
�a
s)Ff 0.117 Total Proposed Modified Loads: 36.61
o
PASS
_ dard Reference Loads: 50.30
g :Tn 4�,:''�•''• 5
I he .Tbr certly tIJQ p� s an pecifi�8 ions a vet ' by
Review of the plans and
ST�1
his calc9lpbn com li ncewith.th It idTEW%;
•
specifications covered by this
�p �Q�
.
,�
de. No ,:
calculation indicates compliance
•
with the Florida Energy Code.
•,,,� ,T_��,t
Before construction is completed
DATE: J n
this building will be inspected for
compliance with Section 553.908
/this
I hereby certify tha building, as designed, is in compliance
Florida Statutes.
-
with the Florida Energy Code.
'E
OWNER/AGENT:
BUILDING OFFICIAL:
DATE:
DATE:
- Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist
4/29/201311:39 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5
4/29/201311:39 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5
PROJECT
Title:
Building Type:
Owner:
# of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New /Existing:
Comment:
NEW KITCHEN ADDITION F
User
MS CRISTINA DOMINGUEZ
1
CITY OF SOUTH MIAMI
233300
Single- family
Existing (Projected)
Bedrooms: 3
Conditioned Area: 1436
Total Stories: 1
Worst Case: No
Rotate Angle: 0
Cross Ventilation:
Whole House Fan:
Address Type:
Lot #
Block/SubDivision:
PlatBook:
Street:
County:
City, State, Zip:
Street Address
6331 SW 42 STREET
DADE
SOUTH MIAMI,
FL, 33155 -
CLIMATE
/
�/ Design Location TMY Site
IECC Design Temp
Zone 97.5% 2.5%
Int Design Temp Heating Design Daily Temp
Winter Summer Degree Days Moisture Range
FL, Miami FL_MIAMI_INTL_AP 1 51 90
70
75 149.5
56 Low
BLOCKS
Number
Name Area
Volume
1
Blockl 1436
11488
SPACES
Number
Name Area
Volume Kitchen Occupants
Bedrooms
InfilID Finished Cooled Heated
1
Main 1436
11488 Yes 4
3
1 Yes
Yes Yes
FLOORS
#
Floor Type Space
Perimeter R -Value
Area
Tile Wood Carpet
1 Slab -On -Grade Edge Insulation Main 154 ft 0
1436 ft2
__ -_
0 0 1
ROOF
V #
Type Materials
Roof Gable Roof
Area Area Color
Solar
Absor.
SA Emitt
Tested
Emitt Deck Pitch
Tested Insul. (deg)
1
Hip Composition shingles 1555 ft2 0 ft2 Medium
0.3
No 0.9
No 19 22.6
ATTIC
V #
Type Ventilation Vent Ratio (1 in)
Area
RBS IRCC
1
Full attic Vented 300
1436 ft2
N N
CEILING
#
Ceiling Type
Space R -Value Area
Framing Frac
Truss Type
1
2
Under Attic (Vented)
Cathedral /Single Assembly (Vented)
Main 19 1224 ft2
Main 19 212 ft2
0.11
0.11
Wood
Wood
4/29/201311:39 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 5
4/29/201311:39 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5
WALLS
Adjacent
Cavity Width
Height
Sheathing Framing Solar
Below
#
Ornt
To Wall Type
Space
= 1
N
Exterior Concrete Block - Int Insul
Main
3 21 8
168 ft2
0 0.3
0
_ 2
N
Exterior Concrete Block - Int Insul
Main
4.1 11 2 8
89.33333
0 0.3
0
_ 3
S
Exterior Concrete Block - Int Insul
Main
3 32 8
256 ft2
0 0.3
0
4
E
Exterior Concrete Block - Int Insul
Main
3 44 8 8
357.3333
0 0.3
0
5
W
Exterior Concrete Block - Int Insul
Main
3 29 8 8
237.3333
0 0.3
0
6
W
Exterior Concrete Block - Int Insul
Main
4.1 19 8
152 ft2
0 0.3
0
DOORS
#
Ornt
Door Type
Space
Storms
U -Value
Width
Height
Area
Ft
In
Ft In
1
S
Wood
Main
None
0.460000 3
6 8
20 ft2
2
N
Wood
Main
None
0.460000 3
6 8
20 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall
Overhang
V/
#
Ornt ID Frame
Panes
NFRC
U- Factor SHGC
Area Depth
Separation
Int Shade
Screening
1
N 1 Metal
Single (Clear)
Yes
1.13 0.5
13.10416 1 ft 0 in
5 ft 0 in
Drapes /blinds
None
2
N 1 -, Metal
Single (Clear)
Yes
1.13 0.5
4.666666 1 ft 0 in
3 ft 0 in
Drapes/blinds
None
3
S 3 Metal
Single (Clear)
Yes
1.13 0.5
26.20833 1 ft 0 in
5 ft 0 in
Drapes /blinds
None
4
S 3 Metal
Single (Clear)
Yes
1.13 0.5
26.20833 4 ft 0 in
5 ft 0 in
Drapes /blinds
None
5
E 4 Metal
Single (Clear)
Yes
1.13 0.5
52.41666 1 ft 0 in
5 ft 0 in
Drapes /blinds
None
6
W 5 Metal
Single (Clear)
Yes
1.13 0.5
26.20833 1 ft 0 in
5 ft 0 in
Drapes/blinds
None
7
W 6 Metal
Single (Clear)
Yes
1.13 0.5
19.01388 1 ft 0 in
5 ft 0 in
Drapes /blinds
None
INFILTRATION
#
Scope
Method
SIA
CFM 50 EI-A Eq A ACH
ACH 50
1 Wholehouse Best Guess
0.000500
1883.32 103.392 194.443 0.34500
9.83630
HEATING SYSTEM
#
System Type
Subtype
Efficiency
Capacity
Block
Ducts
1
Electric Strip Heat
None
COP: 1
25.5 kBtu /hr
1
sys#1
COOLING SYSTEM
#
System Type
Subtype
Efficiency
Capacity Air Flow
SHR Block
Ducts
1
Central Unit
None
SEER: 16
37.6 kBtu /hr 1128 cfm
0.75 1
sys#1
4/29/201311:39 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5
4/29/2013 11:39 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5
HOT WATER SYSTEM
# System Type
SubType
Location
EF
Cap
Use
SetPnt
Conservation
1 Electric
None
Main
0.92
50 gal
60 gal
120 deg
None
SOLAR HOT WATER SYSTEM
FSEC
Collector
Storage
Cert #
Company Name
System Model # Collector Model
# Area
Volume
FEF
None
None
ft2
DUCTS
/
-- Supply - - --
- - -- Return - --
Air
Percent
HVAC #
�/ #
Location R -Value Area
Location
Area
Leakage Type
Handler CFM 25
Leakage QN
RLF
Heat Cool
1
Attic
6 287.2 ft2
Attic
71.8 ft2
Default Leakage
Main
(Default) c(Default) %
1 1
TEMPERATURES
Programable Thermostat: Y
Ceiling Fans:
Mar
X�
Heating Jan
Feb
Jun f Jul
Aug
rj
rl Sep
Venting Jan
Feb
X Mar
X
Apr
May
tX� Jun [ Jul
Aug
Sep
Oct
X 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
4/29/2013 11:39 AM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5
`FORM 405 -10
Florida Code Compliance Checklist
Florida Department of Business and Professional Regulations
Residential Whole Building Performance Method
ADDRESS: 6331 SW 42 STREET PERMIT #:
SOUTH MIAMI, FL, 33155-
MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details.
COMPONENT
SECTION
SUMMARY OF REQUIREMENT(S)
CHECK
Air leakage
402.4
To be caulked, gasketed, weatherstripped or otherwise sealed.
Recessed lighting IC -rated as meeting ASTM E 283. Windows and
doors = 0.30 cfm /sq.ft. Testing or visual inspection required.
Fireplaces: gasketed doors & outdoor combustion air. Must complete
envelope leakage report or visually verify Table 402.4.2.
Thermostat &
403.1
At least one thermostat shall be provided for each separate heating
controls
and cooling system. Where forced -air furnace is primary system,
programmable thermostat is required. Heat pumps with supplemental
electric heat must prevent supplemental heat when compressor can
meet the load.
Ducts
403.2.2
All ducts, air handlers, filter boxes and building cavities which form the
primary air containment passageways for air distribution systems shall
be considered ducts or plenum chambers, shall be constructed and
sealed in accordance with Section 503.2.7.2 of this code.
V/
403.3.3
Building framing cavities shall not be used as supply ducts.
Water heaters
403.4
Heat trap required for vertical pipe risers. Comply with efficiencies
in Table 403.4.3.2. Provide switch or clearly marked circuit breaker
(electric) or shutoff (gas). Circulating system pipes insulated to =
R -2 + accessible manual OFF switch.
Mechanical
403.5
Homes designed to operate at positive pressure or with mechanical
ventilation
ventilation systems shall not exceed the minimum ASHRAE 62 level.
No make -up air from attics, crawlspaces, garages or outdoors adjacent
to pools or spas.
Swimming Pools
403.9
Pool pumps and pool pump motors with a total horsepower (HP) of = 1
& Spas
HP shall have the capability of operating at two or more speeds. Spas
and heated pools must have vapor- retardant covers or a liquid cover or
other means proven to reduce heat loss except if 70% of heat from
site - recovered energy. Off /timer switch required. Gas heaters
minimum thermal efficiency =78% (82% after 4/16/13). Heat pump pool
heaters minimum COP= 4.0.
Cooling /heating
403.6
Sizing calculation performed & attached. Minimum efficiencies per
Tables 503.2.3. Equipment efficiency verification required. Special
equipment
occasion cooling or heating capacity requires separate system or
variable capacity system. Electric heat >10kW must be divided into
two or more stages.
Ceilings /knee walls
405.2.1
R -19 space permitting.
4/29/201311:39 AM EnergyGaugeO USA - RaRes2010 Section 405.4.1 Compliant Software Page 5 of 5
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 73
The lower the EnergyPerformance Index, the more efficient the home.
6331 SW 42 STREET, SOUTH MIAMI, FL, 33155-
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 =1.13
SHGC: SHGC =0.50
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
Existing (Projected
9. Wall Types
Insulation
Area
• Single- family
a. Concrete Block - Int Insul, Exterior
R =3.0
1018.70 ft2
R=
b. Concrete Block - Int Insul, Exterior
R =4.1
241.33 ft2
1
c. N/A
R=
ft2
3
d. N/A
R=
ft2
No
10. Ceiling Types
Insulation
Area
a. Under Attic (Vented)
R =19.0
1224.00 ft2
1436
b. Cathedral /Single Assembly (Vented)
R =19.0
212.00 ft2
Area
c. N/A
R=
ft2
167.83 ft2
11. Ducts
R ft2
a. Sup: Attic, Ret: Attic, AH: Main
6 287.2
ft2
12. Cooling systems
kBtu /hr
Efficiency
ft2
a. Central Unit
37.6
SEER:16.00
ft2
13. Heating systems
a. Electric Strip Heat
14. Hot water systems
a. Electric
b. Conservation features
None
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:
kBtu /hr Efficiency
25.5 COP:1.00
Cap: 50 gallons
EF: 0.92
Pstat
bF ,vHE SZ4
0�
im
UJ
�a wlt `
*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 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software
1.468 ft.
0.500
Insulation
Area
R =0.0
1436.00 ft2
R=
ft2
R=
ft2
13. Heating systems
a. Electric Strip Heat
14. Hot water systems
a. Electric
b. Conservation features
None
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:
kBtu /hr Efficiency
25.5 COP:1.00
Cap: 50 gallons
EF: 0.92
Pstat
bF ,vHE SZ4
0�
im
UJ
�a wlt `
*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 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software