MC-06-22-1589Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
351 NE 305TH ST, Miami Shores, FL 33138
Contacts
Permit No.: MC-06-22-1589
Permit Type: Mechanical - Residential
Work Classification: A/C Replacement
Permitstotus: Approved
issue Date:07/07/2022 Expiration:01/09/2023
Parcel Number
1122310130290
JEROME ENGEL Owner DIRECT AIR CONDITIONING INC Applicant
351 NE 105 ST, MIAMI SHORES, FL 33138 JUAN SOTOLONGO
12200 SW 12S CT 12200, MIAMI, FL 33186
Business: 3055962666 erwin@directac123.com
Contractor
JUAN SOTOLONGO
12200 SW 129 CT 12200, MIAMI, FL 33186
Business: 3055962666 erwin@directac123.com
Description: AC CHANGE OUT Valuation: $ 7,990.00
Total Sq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
ccF
$4.80
DBPR Fee
$4.19
DCA Fee
$2.80
Education Surcharge
$1.60
Permit Fee
$229.65
Scanning Fee
$9.00
Technology Fee
$6.99
Total:
$309.03
Building Department Copy
Ins ection Requests:
305-762-4949
Payments
Date Paid
Amt Paid
Total Fees
$309.03
Credit Card
06/22/2022
$50.00
Credit Card
07/07/2022
$259.03
Amount Due:
$0.00
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 that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating conslrugffbn andApning. Futhermore, I authorize the above named contractor to do the work stated.
ik'111lJ YIA ® I-KA Y/W— I � lr ll U I n I y I. v
Authorized Signature: Owner / Applicant / Contractor / Agent Date
July 07, 2022 Page 2 of 2
ENTERED
Miami Shores Village I M 22 202Z
Building Department BY:
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 20
BUILDING Master Permit No. —NA C - (JG -2-2--ISO 9
PERMIT APPLICATION sub Permit No.
BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ECHANICAL [—]PUBLICWORKS ❑ CHANGE OF []CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: J ,` I O S 3 1 `• Q'TR
Folio/Parceld: iLdl'd1.S I - OI S— 04 j0 Isthe Building Historically Designated: Yes NO _
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple
City: i^^\ CA IAA A State:
Zip: 31
Tenant/Lessee Name: Phoned:
Email:
CONTRACTOR:
Address:
Qualifier Name: \ LXAVL
State Certification or Registration M
DESIGNER: Architect/Engineer: _
Value of Work for this Permit: $ Sq,
Type of Work: ❑ Addition Alteration ❑ New
Description of Work: C _C IAC&A CI
of Competencyd:
State: Zip:
ear Footage of Work:
❑ Repair/Replace ❑ Demolition
Specify color of color thru tile:
Submittal Fee $ U� "' Permit Fee $ 22 4 . (p5 CCF $ N $� CO/CC $
Scanning Fee $ 1 • (5o!� Radon Fee $ 7i ?DO DBPR $ 4. I a Notary $
Technology Fee $ [Q • _ lL`I Training/Education Fee $ _ (- (o D Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $
(Revised02/24/2014)
t,
I
Bonding Company's Name (if applicable)
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 a4
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 c0JwrVFcaTent must be posted at the job site
for the first inspection which occurs sev (7) days after the building permit is issue . In the a/I nce of such; posted notice, the
Inspection will not be approved ad-qr ectiffi �e will be charged. �� %
The foregoing instrument was acknowledged before me this
�� ii
day of _ 0y.4� 1 .20 D�� , by
AUCAVIC who is perijjvally kn
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Print:
Seal:
.ctary Public -Slate of Florid
Commission M HH 186599
My Commission Expires
APPROVED BY
of
me or who has produced
nowledged before me this
20 by
who is p a y n to
identification and who did take an oath.
NOT
PUBLIC:
Sign: ``
Print: 6V Z -
Seal:
8a ., JOSE GONZALEZ
f��//•��14%Notary Public -State of Florida
l J�J'•e Commission W HH 186599
as
Examiner Zoning
Structural Review Clerk
(Re ised02/24/2014)
ty Search Application - Miami -Dade County Page 1 of 1
A711
W.-OFFICE OF THE PROPERTY APPRAISER
Summary Report
Property Information
Folio:
11-2231-013-0290
Property Address:
351 NE 106 ST
Miami Shores, FL 33138-2021
Owner
JEROME ENGEL
Mailing Address
351 NE 105 ST
MIAMI, FL 33138 USA
PA Primary Zone
1000 SGL FAMILY - 2101-2300 SO
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds / Baths I Half
4/2/0
Floors
2
Living Units
1
Actual Area
Sq.Ft
Living Area
Sq.Ft
Adjusted Area
2,676 Sq.Ft
Lot Size
14,375 Sq. Ft
Year Built
1925
Assessment Information
Year
2022
2021
2020
Land Value
$575,000
$402,500
$339,308
Building Value
$242,267
$214,370
$217,228
XF Value
$40,616
$41,105
$41,593
Market Value
$857,883
$657,975
$598,129
Assessed Value
$444,739
S431,786
$425,825
Benefits Information
Benefit
Type
2022
2021
2020
Save Our Homes
Assessment
$413,144
$226,189
$172,304
Cap
Reduction
Homestead
Exemption
$25.000
$25.000
$25,000
Second
Exemption
$25,000
$25,000
$25,000
Homestead
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
FIRST ADD TO PASADENA PARK
PB 6-82
LOTS 1 & 2 & S1/2 LOT 3 BLK 12
LOT SIZE 115.000 X 125
OR 13656-635 0488 1
Generated On : 6/22/2022
Taxable Value Information
-----------r 20221
„ 20 21
2020
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
1 $394,7391
$381.7861
$375,825
School Board
Exemption Value
$25.000
$25,000
$25,000
Taxable Value
1 $419,739
S406,786
$400,825
Clty
Exemption Value
1 $50,000
$50,000
$50,000
Taxable Value
1 $394,739
$381,786
$375,825
Regional
Exemption Value
1 $50,000
$50,000
$50,000
Taxable Value
1 $394,739
$381,786
$375,825
Sales Information
Previous
OR Book-
Price
Qualification Description
Sale
Page
Corrective, tax or QCD; min
06/14/2021
$100
32618-2135
consideration
07/01/2003
S465,000
21556-2485
Sales which are qualified
04/01/1988
$125,000
13656-0635
Sales which are qualified
06/01/1971 1
$37,500
00000-00000
1SaIes which are qualified
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at htip:/M%w. miamidade.gov/info/disclaimer.asp
https://www.miamidade.gov/Apps/PA/propertysearch/ 6/22/2022
Miami Shores Village BLuildi5q Department
Zoning Dept. to
Building Dept. ate
Subject to complianN &ith all Federal,
State antl my rules and regulations.
Permio t# �' U, 7 - I SF ��-
AIR CONDITIONING REPLACEMENT DATA
CITY
C81Idi
PdAvlue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax:(305) 756.8972
PERMIT NUMBER: MC
This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must
be on its own data sheet. Multiple units on single sheets are not acceptpble. 1)
Job Address (where the work is being
City: Miami Shores Village County: Miami Dade
Zip Code:
ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB
ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION
A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS
AHRI DATA SHEET REQUIRED
Change disconnecting means: YES NO ❑ ARHI Sheet Attached: YES ❑ NO ❑ Contract Attached: YES ❑
7
WE
UNIT BEING REPLACED
DATA
NEW UNIT
MANUFACTURER
` ntK
F> c7 \ G
AHU or PKG. UNIT MODEL #
SV
COND. UNITMODEL#
KW HEAT
NOM TONS
ANU :u
PKG
1) M.C.A
AHU
U
PKG
AHU &f5 CU
PKG
2) M.O.P
AHU
Cu
PKG
AHUCCU
PKG
3)VOLTS
AHU
Cu
PKG
PKG UNIT /
/
PKG UNIT
EER/SEE=THERMOSTAT
YES NO
REPLACIYES
N
YES NO
REPLACINO
YES NO
NEW 4"CYESYES
NO
NEW ROYES
NYES
NO
NEW RETYES
N
1. Minimum Circuit Ampacity (Wire Size):
2. Maximum Overcurrent Protection (Fuse/Breaker Size):
3. Voltage of Circuit (208/240/480): )
4. Size Disconnectine Means:
Contractor's
State Certificate or
Signature
(Revised02/24/2014)
Phone:
of Competency No.
7
ENTERED
JUN 2 2 202Z
ENGINEERING
ENGINEERINGExPRESS.COM 1 (866) 396-9999
CORP. OFFICE: 160 SW 12TH AVE SUITE 106,
DEERFIELD BEACH, FL 33442
Technical Evaluation Report
DIVISION: 23 08 00 — COMMISSIONING OF HVAC
FL 37637.2
THIS DOCUMENT CONTAINS (15) PAGES.
LennoxEVALUATION SUBJECT: & Dave Lennox Signature CollectionTER-20.32211
REPORT HOLDER: - Florida Building Code Seventh Edition (2020)
LENNOX INDUSTRIES ®�N�OY
2100 LAKE PARK BLVD ` '■ Wok '
RICHARDSON, TX 75080, USA
1-866-953-66091 WWW.LENNOX.COM
SCOPE OF EVALUATION (compliance with the following codes):
THIS IS A STRUCTURAL (WIND) PERFORMANCE EVALUATION
ONLY. NO ELECTRICAL OR TEMPERATURE PERFORMANCE
RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED HEREIN.
This Product Evaluation Report Is being issued in accordance with the
requirements of the Florida Building Code Seventh Edition (2020) per
ASCE 7, FBC Building Ch. 16, FBC Building Sections 104.11 & 1522.2, FBC
Existing Building Sectors 707.1 & 707.2, FBC Mechanical 301.15, FBC
Residential M1202.1 & M1301.1, FS 471.025, and Broward County
Administrative Provisions 107.3.4. The product noted on this report has been
tested andlor evaluated as summarized herein.
SUBSTANTIATING DATA:
• Product Evaluation Documents
Substantiating documentation has been submitted to provide this product
evaluation and is summarized in the sections below.
• Structure[ Engineering Calculations
Structural engineering calculations have been prepared which evaluate the
product based on rational analysis to qualify the following design criteria:
• Maximum unit dimensions and weight range certified herein
• Maximum allowable lateral and uplift pressures certified herein
• Tie -down clipistrap configuration and anchor spacing
• Anchor capacity for various substrates
Calculation summary is included in this product evaluation. NOTE: No 33%
increase in allowablectress has been used in the design of this product.
INSTALLATION:
The product(s) listed above shag be installed in strict compliance with this
product evaluation & manufacturer -provided enclosure model specifications.
The product components shall be of the material specified in the manufacturer -
provided product specifications. All fasteners and anchors shall be installed in
accordance with the applicable provisions specified herein In addition to the
anchor/fastener manufacturers' published Installation instructions.
LIMITATIONS & CONDITIONS OF USE:
Use of this product shag be in accordance with this product evaluation as noted
herein. The supporj(ng host structure shall be designed to resist all
superimposed loads "as determined by others on a site -specific basis as
required by the Authdfity Having Jurisdiction. Host structure conditions which
are not accounted for in these products' respective anchor schedule shall be
designed on a she -specific basis by a registered Professional Engineer. No
evaluation is offered the host supporting structure by use of this document;
adjustment factors n herein and the applicable codes must be considered
where applicable. All ' ,porting components which are permanently installed
shall be protected agja nist corrosion, contamination, and other damage at all
times.
UNIT CASING MAT$N�ALS:
Unit casing materials' fasteners are dependent on the Product Line. See
next page for further 6escriptions.
TERMINOLOGY:
See herein for definit(or of abbreviations used in this evaluation.
NOTE: THE GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR
ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER IN APPEARANCE.
OPTIONS:
This evaluation is valid for all Lennox Merit, Elite, and Dave Lennox
Signature Collection units described herein. Any structural changes
outside of the design as described herein would void this certification.
STRUCTURAL PERFORMANCE:
Models referenced herein are subject to the following design limitations:
Maximum Rated Wind Pressures`:
± 148 psf Lateral, 117 psf Uplift
- Required design pressures shall be determined according to the guide shown
in the Appendix (see last page of this report) or on a site -specific basis in
accordance with ASCE 7 and applicable sections of the building code(s) being
referenced in accordance with ASD methodology.
- Required design pressures shall be less than or equal to the maximum
pressures listed herein.
-'Maximum Rated Wind Pressures indicate the maximum pressures that all
units listed herein are approved for. Valid for at -grade and rooftop applications.
See limitations herein.
-Valid inside and outside the High -Velocity Hurricane Zone (HVHZ)
- Site -specific wind analysis may produce allemate limitations provided
maximum rated wind pressures stated herein are not exceeded.
VISIT ECALC.10/32211
�$f
FOR SITE -SPECIFIC DEVIATIONS & MORE
INFORMATION ABOUT THIS DOCUMENT
OR SCAN THE OR CODE TO THE RIGHT >
'ASITENGINEERINGEXPRESS.COM/ TOR FOR
M
ADDITIONAL PLANS, REPORTSRESOURCES
_
ENGINEER SIGNATURE AND SEAL:
Digitally signed by
Frank Bennardo
Date: 2021.02.09
14:46:56-05'00'
.••.....-_. -_ry 9, 2021
Frank Bennardo, P.E., SECB
ENGINEERING EXPRESS®
FL PE #0046549 FLCA #9885
ENTERED
BY:
JUN 2 2 2022
Lennox Merit, Elite, & Dave Lennox Signature Collection Engineering TA11-20-$2211
UNIT CASING MATERIALS, CONTINUED
Product Line
Unit Casing Materials
Fastener Information
Unit Base: 18 GA, Fy =15 ksi min. gaiv. EDDS steel
Top Panel: 18 GA, Fy = 25 ksi min. galv. DDS steel
r
Control Box: 18 Ga, Fy = 30 ksi min. galv. CS Type B steel
Merit Series
Control Box Cover, Control Box Bottom (4 Sided Unit):
18 Ga, Fy = 20 ksi min. gals. DDS steel
`
Corner Posts, Mullion, Piping Panel: 24 Ga, Fy = 30 ksi min.
gals. CS Type B steel
Louvered Panels, Coil Guard: 24 GA, Fy = 30 ksi min. galv. CS
Type B steel
Unit Base, Top Panel: 18 GA, Fy =15 ksi min. galv. EDDS steel
Control Box: 18 Ga, Fy = 30 ksi min. gale. CS Type B steel
Unit casing components
are fastened together
Control Box Cover: 20 Ga, Fy = 20 ksi min. gals. DDS steel
With #8-18, 1575 tb min.
tensile strength
Control Box Bottom (4 Sided Unit): 20 Ga, Fy = 25 ksi min. gaiv.
(ultimate) and 1000 lb
Elite Series
CS Type C steel
min. shear'strength
(ultimate)'*SMS
Corner Posts, Mullion, Piping Panel: 20 Ga, Fy = 30 ksi min.
galv. CS Type B steel
Louvered Panels, Coil Guard: 22 GA, Fy = 30 ksi min. gaiv. CS
Type B steel
Unit Base, Top Panel: 18 GA, Fy =15 ksi min. gaiv. EDDS steel
Control Box, Control Box Cover: 18 Ga, Fy = 30 ksi min. gals. CS
Dave Lennox
Type B steel
Signature
Collection
Corner Posts, Mullion, Piping Panel: 20 Ga, Fy = 30 ksi min.
`
gals. CS Type B steel
Louvered Panels, Coil Guard: 22 GA, Fy = 30 ksi min. gaiv. CS
Type B steel
:a
NOTE: See manufacturer for more information on unit construction.
CORP. OFC: 160 SW 12TM AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 2 of 15
(954) 354-0660 1 (866) 396-9999 1 TEAM@ ENGINEERINGEXPREss.COM I ENGINEERINGEXPRESS.COM
Lennox Merit, Elite, & Dave Lennox Signature Collection Engineering. TER-20-32211
MODEL INFORMATION See Next Pages for Additional Models / Product Lines
Product Line: Merit Series
Model Number
Coil
Protection
Unit
Width
(in)
Unit
Depth
(in)
Unit
Height
(in)
ML14XC1-018*
Louver
24.25
24.25
29.25
ML14XC1S018*
14A0t-018*
14ACXS018*
16AO(-024*
16HPX-024*
Louver
24.25
24.25
33.25
ML14XC1-024*
Louver
28.25
28.25
29.25
ML14XC1-024*
ML14XC1-036*
ML14XC1S036*
14ACX-024*
14ACXS024*
16ACX-036*
ML14XC1-036*
Louver
28.25
28.25
33.25
ML14XC1S036*
ML16XP1-024*
ML16XP1-030*
14ACX-042*
14ACXSO42*
ML14XC1-Q30*
Louver
28.25
28.25
37.25
ML14XC1SO30*
ML14XC1-041*
ML14XC1-042*
ML14XC1SO42*
ML14XC1-048*
ML14XP1-036*
ML14XP1-036*
ML34XP1-036•
14ACX-030*
14AC)(SO30*
14AC(-036*
14ACXS036*
14ACX-041 i,
14ACX-048. ,;-
16ACX-048i
ML14XP1-018*
Louver
28.25
28.25
43.25
ML14XP1-024*.
FMI-14XPI-0�q�
ML16XP1-018*
Product Line: Merit Series
Model Number
Coil
Coil
Protection
Unit
(in)
Unit
Depth
(in)
Unit
Height
(in)
ML14XC1-047*
Louver
32.25
32.25
33.25
ML16XP1-036*
16HPX-036*
16HPX-048*
14ACX-047*
14ACX-060*
ML14XP1-042*
Lower
32.25
32,25
37.25
ML14XP1-042*
ML14XP1-042*
ML14XP1-048*
ML14XP1-048*
ML14XP1-048*
14ACX-059*
ML14XC1-059*
Lower
32.25
32.25
43.25
ML14XC1-060*
ML14XP1-060*
ML14XP1-060*
ML14XP1.060*
ML16XP1-042*
ML16XP1-048*
ML16XP1-060*
16ACX-060*
16HPX-060*
TSA036S*
Wire Guard
24.25
24.25
29.25
TSA036S*
TSA036S*
TSA036S*
TPA036S-
Wire Guard
24.25
24.25
33.25
TPA036S*
TSAO42S*
Wire Guard
28.25
28.25
29.25
TSA042S*
TSA042S*
TSA042S*
7PA036H*
I.TPA036H-
MODEL INFORMATION NOTES:
All unit net weights shall be between 100 lb and 375lb. Model numbers,
dimensions, and weights listed herein are based on information provided
by the dient. Please contact Report Holder and/or manufacturerfor more
information. Louver directions may be horizontal of vertical. See herein
for unit views and definitions of dimensions. Model number characters
following the asterisk (*) do not pertain to this structural certification and
ii may be any combination of numbers or characters. See next page for
link to full list of model numbers without asters" N T
'y CORP. OFC: 160 SW 12TM AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 3 of 15R E
(954)354-0660 1 (866)396-9999 1 TEAM@ENGINEERINGEXPRESS.COM i ENGiNEERINGEXPRESS.COM JUN 2 2 2022
BY:
Lennox Merit, Elite, & Dave Lennox Signature Collection Engineering TER-20-32211
MODEL INFORMATION, CONTINUED See Previous ! Next Page for Additional Models ! Product Lines
Product Line: Merit Series
Model Number
Coil
Protection
Unit
Width
(in)
Unit
Depth
(in)
Unit
Height
(in)
TSA060S*
Louver
28.25
28.25
33.25
TSA060S*
TSA060S*
TSA060S*
TPA036H*
TPA036H*
TSA048S*
Louver
28.25
28.2S
37.25
TSA048S*
TSA048S*
TSA048S*
TPA042H*
Louver
32.25
32.25
37.3S
TPA042H*
TPA042H*
TPA042H*
TPA048H*
TPA048H*
TPA048H*
TPA048H*
TPA060H*
Louver
32.25
32.25
43.25
TPA060H*
TPA060H*
TPA060H*
MODEL INFORMATION NOTES:
All unit net weights shall be between 100 lb and 375 lb. Model
numbers, dimensions, and weights listed herein are based on
information provided by the client. Please contact Report Holder
and/or manufacturer for more information. Louver directions may be
horizontal of vertical. See herein for unit views and definitions of
dimensions. Model number characters following the asterisk (*) do
not pertain to this structural certification and may be any combination
of numbers or characters.
VISIT ECALC.10/32211
FOR A LIST OF APPROVED MODEL NUMBERS
STATED IN FULL (NO ASTERISKS), OR SCAN
THE OR CODE TO THE RIGHT > a
•
Product Line: Dave Lennox Signature Collection
Model Number
Coil
Protection
Unit
Width
(in)
Unit
Depth
(i"):
Unit
Height
(in)
XP21-024*
Louver
39.5
35.5
37
XP21-036*
XP25-024*
XP25-036*
SL18XP1-024*
SL18XP1-030*
SL18XC1-030*
Louver
39.5
35.5
41
SL18XC1-036*
SL18XC1-042*
SL18XP1-036*
SL18XP1-042*
SL18XC1-024*
Louver
39.5
35.5
47
SL18XC1-048*
SL18XC1-060*
SL18XP1-048*
SL18XP1-060*
SL28XCV-024*
SL28XCV-036*
SL28XCV-048*
SL28XCV-060*
XC21-024*
XC21-036*
XC21-048 *
XC21-060*
XP21-048*
XP21-060*
XC25-024*
XC25-036*
XC25-048*
XC25-060*
XP25-048*
XP25-060*
CORP. OFC: 160 SW 12TM AVENUE SUITE 106, DEERFIELD BEACH, FLoRIDA 33442 Page 4 of 15
(954) 354-0660 1 (866) 396-9999 1 TEAM@ENGINEERINGExPRESS.COM I ENGINEERINGEXPRESS.COM '
rt
it �
Lennox Merit, Elite, & Dave Lennox Signature Collection Engineering >:, r TER-20-32211
MODEL INFORMATION, CONTINUED See Previous Pages for Additional Models / Product Lines
Product Line: Elite Series
Model Number
Coil
Protection
i
Unit
Width
(in)
Unit
Depth
(in)
Unit
Height
(in)
EL16XC1-018*
Louver
28
27
31
XP16-024*
Louver
28
27
3$
ELI8XCV-024*
ELI8XCVS024*
ELIBXCV-036*
ELI8XCVS036*
ELI8XPV-024*
ELI8XPV-036*
EL16XC1-024*
Louver
35
30.5
31
ELI6XCI-036*
EL16XC1S036*
XC16-036*
XC16SO36*
SS8036H*
SSB036H*
EL16XC1-036*
Louver
35
30.5
35
EL16XC1S036'
EL16XC1-041*
EL15XP1-018*
ELISXPI-024*
EL15XP1-030*
EL16XP1-024*
EL16XP1-030*
XC16.048*
Louver
35
30.5
39
XC16SO48*
EL16XC1-030*
EL16XC1-042*
EL16XC1-048*
SSBO48H*
SSBO48H*
EL15XP1-036*
MODEL INFORMATION NOTES:
All unit net Wefghts shall be between 100 lb and 375 lb. Model
numbers, dimensions, and weights listed herein are based on
Information provided by the client. Please contact Report Holder
and/or manufacturer for more information. Louver directions may be
horizontal of vertical. See herein for unit views and definitions of
dimensions. Model number characters following the asterisk (•) do not
pertain to this structural certification and may be any combination of
numbers or characters. See previous page for link to full list of model
numbers without asterisks.
Product Line: Elite Series
Model Number
Coil
Protection
i
Unit
Width
(in)
Unit
Depth
(in)
Unit
Height
(in)
XC16-024*
Louver
35
30.5
45
XC16S024*
EL16XP1-018*
ELIBXCV-048*
ELI8XCVSO48*
ELI8XCVS060*
ELI8XPV-048*
ELI8XPV-060*
EL16XC1-047*
Louver
39.5
35.5
35
EL16XC1.060*
XP16.036*
SPB036H*
XP16-048*
SPBD48H*
EL16XP1-036*
XC20-024*
Lower
395
35.5
39
'
XC20-036*
EL15XP1-042'
EL15XP1-048*
XP20-024*
XP20-036*
XC16-O60*
Louver
39.5
35.5
45
XC16SO60*
SSS060H*
SSB060H*
XP16-060*
SPB060H*
EL15XP1-060*
EL16XP1-042*
EL16XP1-048*
EL16XP1-060•
ELI8XCV-060*
XC20-048*
XC20-060'
XP20-048*
XP20-060*
CORP. OFC: 160 SW 12ot AVENUE SUE 106, DEERFIELD BEACH, FLORIDA 33442 E N e5 E R E D
IT
Page 5 of 15
(954) 354-0660 1 (866) 396-9999 i TEAM@ENGINEERINGEXPRESS.COM I ENGINEERINGEXPRESS.COM JU N 2 2 2 1119
r�
BY: —
Lennox Merit, Elite, & Dave Lennox Signature Collection Engineering TER-20.32211
CABINET TYPES, VIEWS, & DIMENSIONS NOTE: See next page for "Wire Guard
Units: Merit Series" cabinet type
LOUVER UNITS: MERIT SERIES
• WIDTH DEPTH 1
• -DEPTH
6
W p
i
—,I
Is.
6 �
LA . FRONT VIEW re SIDE VIEW - RIGHT _ TOP VIEW 3D ISOMETRIC VIEW
-6 5 -' SCALE: lv 6 • sc L ! mr5 6 SCALE: Hr5 6 ' SCALE: Nis
NOTE: Unitdepictions in Details lA through 1 D are for illustrative purposes only. Actual units may vary slightly in appearance. Louverson wall panels
are not shown. Louver direction may be horizontal or vertical. This Cabinet Type is applicable for Merit Series - Louver units (see •Model Information• on
pages 3 through 5 for model designations).
LOUVER UNITS: ELITE SERIES
---DEPTH — 4- - WIDTH ✓• DEPTH e
w
I
6
2A FRONT VIEW 2, _SIDE VIEW - RIGHT 2C TOP VIEW 20 ISOMETRIC VIEW
6 _ SCALE: M 6 ' SCALE: NTS 6 SCALE: NTS 6 * SCALE: NTS
NOTE: Unit depictions in Details 2A through 2D are for Illustrative purposes only. Actual units may vary slightly in appearance. Louvers on wall panels
are not shown. Lower direction may be horizontal or vertical. This Cabinet Type is applicable for Elite Series - Louver units (see'Model Information"on
pages 3 through 5 for model designators).
LOUVER UNITS: DAVE LENNOX SIGNATURE COLLECTION
. i--- DEPTH
2
l9
x
i
4
DEPTH i
6
6 �
3A. FRONT VIEW 38 . SIDE VIEW - RIGHT 3C TOP VIEW 3D ISOMETRIC VIEW
f_ .f...-- ..
6 - SCAIE: NTS 6 SCALE: NTS 6 SCgIE: Nr5 6 ' SCALE: Nr5
NOTE: Unit depictions in Details 3A through 3D are for Illustrative purposes only. Actual units may vary slightly in appearance. Lowers on wall panels
are not shown. Louver direction may be horizontal or vertical. This Cabinet Type is applicable for Merit Senes - Louver units (see "Model Information' an
pages 3 through 5 for model designations).
CORP. OFC: 160 SW 12TM AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 6 of 15
(954) 354-0660 1 (866) 396-9999 1 TEAM@ENGINEERINGEXPRESS.COM I ENGINEERINGEXPRESS.COM
Lennox Merit, Elite, & Dave Lennox Signature Collection Engineering 1_ii ,; : :,s I TER-20-32211
CABINET TYPES, VIEWS, & DIMENSIONS, CONTINUED
WIRE GUARD UNITS: MERIT SERIES
4A FRONTVIEW 4e SIDEVIEW-RIGHT
7 SCALE: NTS `7 J SCALE: NTS
46
?J ---�
ac TOP VIEW 4D ISOMETRIC VIEW
SCAM: NrS 7 SCALE: NTS
NOTE: Unit depictions in Details 4A through 4D are for illustrative purposes only. Actual units may vary slightly in appearance. This Cabinet Type is
applicable for Merit Series - Wire Guard units (see "Model Information" on pages 3 through 5 for model designations).
TERMINOLOGY, CONTINUED
The following abbreviations may appear in this report: "ASCE" for "American Society of Civil Engineers", "ASD" for "Allowable Stress Design",
"FBC" for "Florida Building Code", "FLCA" for "Florida Certificate of Authorization", "FMC" for "Fladda Mechanical Code", "HVAC" for "heating,
ventilation, and air conditioning", In" for Inch", "Ib' for "pound (force) "max." for "maximum", "min." for "minimum', "NTS" for "not to scale",
"OD" for "outer diameter, "PE" for "Professional Engineer", "SAE" for "Society of Automotive Engineering", "SECB" for "Structural Engineering
Certification Board", "SMS" for "sheet metal screws", "SS" for "stainless steel", "TER" for "Technical Evaluation Report", ", "typ." for "typical",
"U.N.O." for "unless noted otherwise",'W/o" for "without", W for'number, and "0" for "diameter. For additional abbreviation/terminology
clarifications, please contact this office.
REMAINDER OF PAGE IS INTENTIONALLY LEFT BLANK
ENTERED
CORP. OFC: 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLoRiDA 33442 Page 7 of 15
(954)r354-0660 1 (866)396-9999 i TEAM@ENGINEERINGEXPRESS.COM I ENGINEEMNGEXPRESS.COM JUN 22
2022
BY:
Lennox Merit, Elite, & Dave Lennox Signature Collection Engineering TER-20-32211
PRODUCT INSTALLATION
TIE -DOWN CLIP SCHEDULE
Cabinet Type
Wind Pressure
Lateral (Uplift)
# of Tie -Down
Clips Required
Louver
# 67 psf 0 sfL�
_ _4
± 90 psf 72 pso
8
± 120 psf 95
8
± 148 psf 117
8
Wire Guard
± 67 psf 0
8
± 90 psf 72 s
8
± 120 psf 95
8
± 148 psf 117
8
TIE -DOWN CLIP SCHEDULE NOTES:
Louver Units: For at -grade pressures up to ± 67 psf lateral (0 psf uplift),
position (1) tie -down clip per comer of unit, (4) total. For rooftop pressures
up to ± 148 psf lateral (117 psf uplift), position (2) tie -down clips per comer
of unit, (8) total. See tie -down layouts on the following pages.Tle-down clip
shall sit flush on host structure and flush against unit comer post. Fasten
tie -down clip to comer post with (4) #10 S8316 self -drilling screws with
0.395" min. OD washers, typ. Utilize any (4) slots that have flush, solid
contactwith unit comer post, (1) screw per slot, typ. (See Detail 1/8).
Ensure all screws fully engage with unit comer posts. Fasten tie -down clips
to host structure using (1) anchor per tie -down clip per the "Anchor
Schedule to Host Structure" table shown herein. <
WARNING: HIGH PRESSURE REFRIGERANT HAZARD
Exercise caution while installing screws into the unit to
avoid piercing refrigerant lines behind unit base / comer
• pasts. Refrigerant fluid is under high pressure.
Wire Guard Units: Position (2) tie -down clips per comer of unit, (8) total
(see tie -down installation layout on the following pages). Provide 4" min.
spacing between neighboring tie -down clips. Each tie -down clip shall sit
flush on host structure and flush against vertical face of unit base (See
Detail 218). Fasten tie -down clip to base rail with (2) #10 S8316 self -drilling
screws with 0.395" min. OD washers, typ. Utilize the (2) slats that make
flush contact with vertical face of unit base, (1) screw per slot, typ. (See
Detail 218). Ensure all screws fully engage with solid sections of unit base
(do not position tie -down clips where holes/slots in the base rail interfere
with screw connections). Fasten each tie -down clip to host structure using
(1) anchor per the "Anchor Schedule to Host Structure" table shown herein.
ANCHOR SCHEDULE TO HOST STRUCTURE
Wind Pressure
Lateral (Uplift)
3000 psi
min.
Concrete
1/8" min. thick
Fy = 36 ksi min.
Steel
1/8" min. thick
. 6061-T6
Aluminum
± 67 Psf 0psf)
A
N/A
N/A
± 90 psf 72psf)
N/A
S
B
± 120 psf 95
N/A
B
8
± 148 psf 117 s
N/A
B
8
ANCHOR SCHEDULE TO HOST STRUCTURE NOTES:
All host structures described in the anchor schedule are by others.
Anchors shall be selected per site -specific wind pressures and host structure.
Wind pressures up to ± 67 psf lateral (0 psf uplift) and below shall use the
anchor specified in the t 67 psf lateral (0 psf uplift) tier. Site -specific wind
pressures that fall In-between pressure tiers shall use the anchor specified by
the higher pressure tier.
MIAMI TECH
i ,TIE -DOWN CLIP`
�f il
Miami Tech CUTD 1" wide and 8" tall ASTM
A653 galvanized steel, 0.07" min. thick.
lam,
Fasten clip to host structure per the "Anchor
�h
Schedule to Host Structure" table and notes.
Fasten clip to unit base rail per the'?ie-Dawn•
Clip
;
I
Schedule" table and notes.
Miami Tech Kit #'s:'
LACUTDSKG - At -Grade or Slab Mounts
LACUTD81KR - Rooftop or Rail Mounts
UNIT CORNER
POST,TYR
UNIT WALL
PANELS WITH
LOUVERS,
TYP.
UNIT BABE,
HOST STRUCTURE
SUBSTRATE (SEE
ANCHOR
I�
SCHEDULE TO
u (�
HOST STRUCTURE
(i U
HEREIN)
u
ANCHOR (SEE ANCHOR
#10 SCREWfPER
SCHEDULE TO HOST
DESCRIPTION
STRUCTURE HEREIN)
HERM. WP.
TIE -DOWN CLiP ATTACHMENT
1 TO LOUVER UNITS, TYP.
\8 SCALE: NTS �
ISOMETRIC VIEW
VERTICAL
WIRE
FACE OF
UNIT BASE,
m
TYP. i
m If�J
INWARD -
JGUARJD.
SLOPING
SECTION
OF UNIT
BASE, TYP.
HOST
STRUCTURE �
SUBSTRATE
Ijlll1J11
(SEE ANCHOR
`
SCHEDULE
\
TO HOST
STRUCTURE
HEREIN)
ANCHOR (SEE ANCHOR
SCHEDULE TO HOST
00 SCREWS PER
n
STRUCTURE HERElhn
DESOR1P
Anchor Schedule to Host Structure Key: HEREIN, TYR
A:1/4" 0 DeWalt UltraCon+ or equivalent with 1" min. OD washer,1.75" embedment, TIE -DOWN CLIP ATTACHMENT
and 3" min. edge distance from any edge of concrete, typ. TO WIRE GUARD UNITS, TYP.
S:114" 0 SAE GR. 5 or SS Thru Bait with 5/8" min. OD washers top and bottom, typ. �Z",
Provide 1/2" min. edge distance between Thru Bolt and any edge of substrate, typ. SCALE: NTS ISOMETRIC VIEW
NIA: Not applicable.
CORP. OFc: 160 SW 12T" AVENUE SunE 106, DEERFIELD BEACH, FtoFUDA 33442 Page 8 of 15
(954) 354-0660 1 (866) 396-9999 1 TEAM@ENGINEERINGExPREss.com I ENGINEERINGEXPRESS.COM
ENGINEERING
ENGINEERING EXPRESS®
PRODUCT EVALUATION REPORT
February 9, 2021
Application Number:
EX Project Number.
Product Manufacturer:
Manufacturer Address:
Product Name & Description:
Scope of Evaluation:
FL 37637.2-RO
20-32211
Allied Air Enterprises, LLC
(Lennox Industries)
215 Metropolitan Drive
West Columbia, SC 29170, USA
(2100 Lake Park Blvd.,
Richardson, TX 75080, USA)
Lennox Merit Series, Elite Series, & Dave Lennox Signature Collection
This Product Evaluation Report is being issued in accordance with the requirements of the Florida
Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61G20-
3.005, F.A.C., for statewide acceptance per Method 2 (b). The product noted above has been tested and/or
evaluated as summarized herein to show compliance with standard ASCE 7-16 (ASD) and Florida Building
Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the
Standard and Code. Re-evaluation of this product shall be required following pertinent Florida Building
Code or ASCE Standard modifications or revisions.
Substantiating Data:
PRODUCT EVALUATION DOCUMENTS
EX Installation Drawing #20-32211 titled "Lennox Merit Series, Elite Series, & Dave Lennox Signature
Collection", prepared by Engineering Express, Inc., signed & sealed by Frank Bennardo, P.E. is an integral
part of this Evaluation Report, pages 1 through 15.
STRUCTURAL ENGINEERING CALCULATIONS
Structural engineering calculations have been prepared which evaluate the product based on
comparative and/or rational analysis to qualify the following design criteria:
1. Minimum Allowable Unit Width
2. Maximum Allowable Unit Height
3. Minimum Unit Weight
4. Clip/Strap Configuration and Anchor Spacing
5. Anchor Capacity for Various Substrates
No 33% increase in allowable stress has been used in the design of this product
160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 334ENaE�ED
(954) 354-0660 I (866) 396-9999
TEAM @ENGINEERINGEXPRESS.COM
ENGIN EERIN G EXPRESS. COM JUN 2 2 2022
BY:
ENGINEERING
Page 2 of 2
Allied Air Enterprises, LLC: Lennox Merit Series, Elite Series, &
(Lennox Industries) Dave Lennox Signature Collection
Impact Resistance:
Impact Resistance has not been demonstrated.
Wind Load Resistance:
This product has been designed to resist wind loads as indicated on its respective Product Evaluation
Document (i.e. engineering document).
Installation:
The product listed above shall be installed in strict compliance with the Product Evaluation Document (i.e.
engineering document), along with all components noted therein.
The product components shall be of the material specified in the Product Evaluation Document (i.e.
engineering document).
Limitations & Conditions of Use:
Use of each product shall be in strict accordance with its respective Product Evaluation Document (i.e.
engineering document) as noted herein.
All supporting host structures shall be designed to resist all superimposed loads and shall be of a material
listed in each product's respective anchor schedule. Host structure conditions which are not accounted for
in each product's respective anchor schedule shall be designed for on a ske-specific basis by a registered
professional engineer.
All components which are permanently installed shall be protected against corrosion, contamination, and
other such damage at all times. Any alteration to the respective Product Evaluation Document will invalidate
it This product has been designed for use inside and outside of the High Velocity Hurricane Zone (HVHZ
& NON-HVHZ).
Respectfully,
Frank Bernardo, PE
ENGINEERING EXPRESS®
#PE0046549 1 Cert. Auth. 9885
160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
(954) 354-0660 1 (866) 396-9999
TEAm@ENGINEERINGEXPRESS.COM
ENGINEERINGEXPRESS.COM
r:
Cate of Product Rati n
AHRI Certified Reference Number: 20254055G Date : 04-15-2020 Model Status: Active
AHRI Type: RCU-A-CB
Series: MERIT ML14XC1 SERIES
Outdoor Unit Brand Name: LENNOX
Outdoor Unit Model Number (Condenser or Single Package) : ML14XCl S030-230A"
Indoor Unit Model Number (Evaporator and/or Air Handier) : CBA25UHV-030-230"
Region: e Southeast and North (AL, AR, DC, DE, FL, GA, HI, KY, LA, MD, MS, NC, OK, SC, TN, TX, VA, AK, CO, CT, ID, IL,
IA, IN, KS, MA, ME, MI, MN, MO, MT, ND, NE, NH, NJ, NY, OH, OR, PA, RI, SD, UT, VT, WA, WV, WI, WY, U.S.
Territories)
Region Note: Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed in all regions
until June 30. 2016. Beginning July 1, 2016 central air conditioners can only be installed in region(s) for
which they meet the regional efficiency requirement.
The manufacturer of this LENNOX product is responsible for the rating of this system combination.
Rated as follows in accordance with the latest edition of ANSI/AHRI 2101240 with Addenda 1 and 2, Performance Rating of Unitary
Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing:
Cooling Capacity (A2) - Single or High Stage (95F), btuh : 29000
SEER: 16.00
EER (A2) - Single or High Stage (95F) : 13.00
ENTERED
JUN 2 2 2022
BY:
?"Active" Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale; OR new models that are being
marketed but are not yet being produced.?Production Stopped? Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still
selling or offering for sale.
Ralinas that are accompanied by WAS indicate an involuntary re -rate. The new oubtshed ration is shown alone with the orevious (i.e. WAS) rabna.
DISCLAIMER
AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responslbllily for,
the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the
unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed In the
directory at www.ahrldirectory.mg.
TERMS AND CONDITIONS
This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for Individual, personal and
reference purposes. The contents of this Certificate may not, In whole or In part, an disseminated;1,
enters Into an , except for he use;
entered Into a computer database; or otherwise utilized, In any form or manner or by any means, except for the users Individual,
personal and confidential reference.
AIR-CONDITIONING, HEATING,
CERTIFICATE VERIFICATION
& REFRIGERATION INSTITUTE
The Information forthe model cited on this certificate can be verified at www.ahridirectory.org, click on "Verify Certlficate" link
r,r make 16, better`
and enter the AHRI Certified Reference Number and the data on which the certificate was Issued,
which is listed above, and the Certificate No., which Is listed at bottom right.
02020Air-Conditioning, Heating, and Refrigeration Institute
CERTIFICATE NO.:
132314494574313437