MC-18-1159 Permit NO. MC-5-18-1159'
"M R,
Miami Shores Village
Permit Type:Mechanical-Residential
10050 N.E.2nd Avenue NE Work Classification:AIC Replacement
Miami Shores,FL 33138-0000 Perill "t
Phone: (305)795-2204 Penrl,#'Status:APPROVED
issue Date:511412018 Expiration: 11/10/2018
tORiDA
F
Project Address Parcel Number Applicant
90 NE 105 Street 1121360120010
Miami Shores, FL 33138- Block: Lot: RANDAL ADKINS
Owner Information Address Phone Cell
RANDAL ADKINS 90 NE 105 ST
MIAMI SHORES FL 33138-2031
Contractor(s) Phone Cell Phone — Valuation: $ 4,500.00
WAYNE GROUP&SERVICES INC (954)242-9806
Total Sq Feet: 0
Tons: Available Inspections:
Additional info:REMOVE AND REPLACE SPLIT SYSTEM RET Inspection Type:
Classification:Residential Final
Approved: In Review
Review Mechanical
Comments: Date Approved: : in Review
Date Denied: Type of Work:REMOVE AND REPLACE SPLIT SYS
Scanning:3
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $3.00
DBPR Fee Invoice,# MC-5-18-67375
$2.36
DCA Fee $2.00 05/02/2018 Check#: 1739 $50.00 $ 133.86
Education Surcharge $1.00 05/14/2018 Check#: 1756 $ 133.86 $0.00
Notary Fee $5.00
Permit Fee $157.50
Scanning Fee $9.00
Technology Fee $4.00
Total: $183.86
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 n lbility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
r spo S' ' for
required for ELECTRICAL,PLU ING,MECHANI L,WINDOWS,DOORS,ROOFING and SWIMMING POOL work.
OWNERS AFFIDf rti that all the for oin information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and more, I authoriz th above-named contractor to do the work stated.
f May 14, 2018
Authorized Signature:Owner / Ap lic_a ontractor / Agent Date
Building Department Copy
May 14, 2018 1 1
i
l
} Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FIL V
Phone: (305)795-2204 Fax: (305)756-8972
i
Inspection Number: INSP-303028 Permit Number: MC-5-18-1159
Scheduled Inspection Date: May 22, 2018 Permit Type: Mechanical - Residential
Inspector: Perez,JanPierre Inspection Type: Final
1
Owner: ADKINS, RANDAL Work Classification: A/C Replacement ,
Job Address:90 NE 105 Street
Miami Shores, FL 33138- Phone Number
Parcel Number 1121360120010
Project: <NONE>
Contractor: WAYNE GROUP & SERVICES INC Phone: (954)242-9806
Building Department Comments
REMOVE AND REPLACE SPLIT SYSTEM RETURN AIR infractio Passed Comments
PLENUM BASE/SUPPLY AIR PLENUM INSPECTOR COMMENTS False
L�
Kt
2
6
Inspector Comments ,
Passed
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
May 21,2018 For Inspections please call: (305)762-4949 Page 16 of 29
Miami Shores Village _
�� �(`► AY'0 2O
Building Department t
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY:- -
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949 ` y
FBC 2011 ]
BUILDING Master Permit No. ' &S —i�
PERMIT APPLICATION Sub Permit No.
❑BUILDING ❑'ELECTRIC ❑ ROOFING ❑,REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING MECHANICAL ❑PUBLIC WORKS' ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS:q0 Nib 1-0 5
City: Miami Shores County:' Miami Dade, Zip:
Folio/Parcel#: Is the Building Historically Designated:Yes NO F
t
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER:Name(Fee Simple Titleholder): (- L(� —t&- _N S Phone#: k
I Address: iJL l in';
k
( City: t,6w„-' State: Zip:
Tenant/Lessee Name: ,�71 Phone#: 3� S S CfS 23` F
Email: ALAA CtrUe,it a&0-020o �Y- 6�,�v+o' ct3►„A
CONTRACTOR:Company Name: Phone#; , "
Address: VNOS tj1z (A AMA
City: 0slAfaj Qo k State:Y( Zip: 3 y 3 I
Qualifier Name: �Or'1.,�.0 _ A Phone#: 6 5 ST
State Certification or Registration#: (,iA S`8 6 S Certificate of Competency#: '
DESIGNER:Architect/Engineer: — 1• t Phone-#: ?a
Address: City:T State: Zip:
Value of Work for this Permit:$ Square/Linear Footage of Work:
Type of Work: ❑ Addition
a yp El Alteration F-1 New Rep it/Replace ❑ Demolition
Description of Work:
t, )
' �.•"...w�''w�+:...�.�".Qae�d:.e..,y.'�.�WFNJ,.."'d_ 'u,.,. ° • _ • • .1.. •( t Y,
`� ,t•f�, a" ;YF � .
Specify colorof color thrutile:
.c�5.., , •, A
Submittal Fee$wV 1 " Permit Fee$ l 0, CCF$ CO/CC$
i
Scanning Fee$ Radon Fee$ DBPR$ Notary$
i
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ Bond$
TOTAL FEE NOW DUE$
(Revised02/24/2014)
�e
F
Bonding�6mpariy%Name(if applicable)
Bonding Company's Address
City :k State Zip
A'
Mortgage.Lender's Name(if applicable)
Mortgage Lender's Address
w• ' 9 � t t..x '
City w r" # ; State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a p&rnit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS;
FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws'regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be'posted at the job site
for the first inspection which occurs seven (7) days after the building permit'is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
4
Signature Sig tur
. Lt
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The fore goi g instrument was acknowledged before me this
LI
of 20 i by �� day of �/L 0� 20J by
7AIbA1.1 iA who is personally known to 1nlG�'/Vl 'Vd— .who is personally known to
me or who hasp duced iVt1r ,�'�1MS as me or who has produced A Qyt`�C'V < < �e�E� as
identification d o id take an o th. identification and who did take an oath:
NOT RY PUB IC: NOTARY PUBLIC:
Sign: Sign:
Print: gl Print:,
Seal YANADYP 0 Seal: ;.� ;Y'P�•,
o e ALAA AL1
ION
#; += OMMISS # 214031 :;`� Notary Public-State of Florida
EXPIRES:March 25,2019 Commission N GG 094139
.` Bonded Thru NotaryPuW Urrj r0A"
oo F_ t
•;'; My Comm:Expires Apr 13,2021
APPROVED BY labs liner Zoning
Structural Review Clerk
(Revised02/24/2014)
rj
,SN°RFs Miami Shores Village
Building Department
JEBoom �' 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305)795.2204
RroA t Fax:(305)756.8972
AIR CONDITIONING REPLACEMENT DATA
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 acceptable.
Job Address(where the work is being done): Clb u 0 105
�1r-Clt-
f City: Miami Shores Village County: Miami Dade Zip Code: 3 3 13
i
ALL CONDENSING UNITS MUST BE ON A 4!INCH SOLID CONCRETE SLAB
ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION rA
A COPY OF THE CONTRACT IS REQUIRED WITH ALL-SUBMITALS �J d
AHRI DATA SHEET REQUIREDi� (�
Change disconnecting means:YES❑ NO❑ ARHI Sheet Attached:YES O�/NO ❑ Contract Attached:YES ®�
UNIT BEING REPLACED DATA NEW UNIT
MANUFACTURER TV1,ftie
AHU or PKG. UNIT MODEL# (,
4 COND.UNIT MODEL#daj 0 5 C,1610 kA
KW HEAT
NOM TONS
AHU CU2 10 PKG 1)M.C.A '= AHU i�SCU PKG I
AHU CU PKG 2)M.O.P y AlAHU GQCU PKG
AHU CU PKG Q 3)VOLTS W Ig- 3 AHU *U PKG
PKG UNIT / / PKG UNIT
EER/SEER )Lt, 1
YES REPLACING DUCTS YES 0
NO REPLACING THERMOSTAT ES NO
ES NO NEW 4"CONCRETE SLAB NO
Y NO NEW ROOF STAND Y NO
ES NO NEW RETURN.PLENUM BOX ES NO
1. Minimum Circuit Ampacity(Wire Size):
2. Maximum Overcurrent P ection (Fuse/Breaker Size):
3. Voltage of Circuit(20 40/ 80):
4. Size Disconnecting Mea
Contractor's Company Name: dA"' J,jo Phone: y sLit-
State Certificate r Registrati No. 'Certificate of Competency No.
Signature Date: l q
(Qualifier's sign.
r
(Revised02/24/2014)
This combination qualifies for a Federal Energy Efficiency tax Credit when
At "lopm placed in service between Feb 17,2009 and Dec 31,2016.
Certificate of Product Ratings
AHRI Certified Reference Number:9265661 Date:04-30-2018 Model Status:Active i
AHRI Type:RCU A-CB
Series:16 SEER N SERIES R410A AC
Outdoor Unit Brand Name:TEMPSTAR
Outdoor Unit Model Number (Condenser or Single Package):NXA636GKA" •• •••• •••
1 .• . . ...
Indoor Unit Model Number(Evaporator and/or Air Handler):FXM4X361AL
Region: Southeast and North(AL,AR,DC,DE,FL,GA,HI,KY,LA,MD,MS,NC,OK,SC,TN,TX,VA,*A9,'CO,CT,ID,IL,- :••
0000 1
IA,IN,KS,MA,ME,MI,MN,MO,MT,ND,NE,NH,NJ,NY,OH,OR,PA,RI,SD,UT,VT,WA,•YAN,,WY,U!§.•.•• i
Territories) •
00
Region Note: Central air conditioners manufactured prior to January 1,2015 are eligible to be installed in all IF.00�l8 •
I until June 30,2016.Beginning July 1,2016 central air conditioners can only be installed in ibn s Id
which they meet the regional efficiency requirement.
•
Yi `..,..T_ `.•F .fir--•-_._y L +���r..-„••__..,.x.. �-.7..�.- a�_ ,_.._. � �is .-.,- �T •.��rs5.'u_-�. '-r�S- •• .
' The manufacturer of this TEMPSTAR product-is responsible for the rating'of this system combmaflor%
, ':._ s .; ...Y_.:•: -- -4� �. *''�''"",� tr .'eJ �;.�. ,�ti: :�� •�: .fin j' r ,w .
R Me d as
follows in accordance with`
Air-Conditithe latest edition of ANSVAHRI 210/240 wi t.Addenda 1 and 2,Performance Rating of unitary,
onin ,Air-Source Heat Pump Equipment and subject to rating accuracj by-AHRI sponsored independent;,third paity testing:
A
CookingCapaaty(A2):Single or High Stage(95F),btuh 34200 '`:
SEER 16:00
' t 3�.trg 1s:�y
EER(A2)`- in or High•Sta a(a,5 ”Al rr
, 'f
Mi8rn, ShrrQs'V111 e _ _ ,
MA
APPROVED BY DATE ,18 f
ZONING DEPT M..... ., ,. ---._�_ --_l�i44 i
BLDG DEPT
SUBJECT I'0 C(;hIPt1ANCE vvrrH ALL.FEUERAL
ANS t.c I�IV,Y.-K L=S API( REoULxnONS i
t"Active"Model Status are those ATA II Cerci C956.Program.Parddpantiscurrently producing•AND' ling or offering for sale;OR new models that are being
marketed but are not yet being produccee .'Pi&uctionn Stopped'Model Status are those that an AHRI certification Program Participant is no longer producing BUT is still
selling or offering for sale.
ati
Rngs that re
aaccompanied by WAS indicate an involuntary re-rate. The new oublished retina is shown along with the Orevious(i.e.WAS)rating. f
DISCLAIMER
AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility 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.ahridirectory.org.
TERMS AND CONDITIONS
This Certificate and Its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and
confidential reference purposes.The contents of this Certificate may not,In whole or In part,be reproduced;copied;disseminated;
entered Into a computer database;or otherwise utilized,In any form or manner or by any means,except for the user's Individual, AM
personal and confidential reference. AIR-CONDITIONING,HEATING,
CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE
The Information for the model cited on this certificate can be verified at www.ahridirectory.org,click on'Verify Certificate'link Nre make life better-
and enter the AHRI Certified Reference Number and the date on which the certificate was issued,
which Is listed above,and the Certificate No.,which is Ilsted at bottom right
1316I160051070f135091
02018Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO.: E
i
� I}
► .�" NXA6 I
TEMPWI r
A Performance Series
Heating and Cooling Products °w�...,., product Specifications
HIGH EFFICIENCY 16 SEER AIR CONDITIONER
ENVIRONMENTALLY SOUND R-410A REFRIGERANT
j
1'/z THRU 5 TONS SPLIT SYSTEM
208/230 Volt, 1-phase, 60 Hz
REFRIGERATION CIRCUIT
•Scroll compressors on all models
•Filter-Drier supplied with every unit for field installation �'` ••
•Copper tube/aluminum fin coil ••• •• 0.0 0;• i
•48 and 60 models for higher SEER, lower capacity •
•49 and 61 models for higher capacity, lower SEER 0S 0 0 ,
EASY TO INSTALL AND SERVICE "" "' ""•
...... ..
• Easy Access service valves on all models e
.. .. . . .....
• External high and low refrigerant service ports . .
•
...... .... .e
•Only two screws to access control panel 000000•
• Factory charged with R-41 OA refrigerant e e
BUILT TO LAST
•Baked-on powder coat finish over galvanized steel
• Post-painted (black) coil fins )
•Coated,weather-resistant cabinet screws
•Coated inlet grille with 3/8" (10mm) spacing for extra ,he proftl has be*,desigrW aro ffftxAaftnd to
protection ^ meet ENEMY STAR aiterm for energy eftierKy when
.,lawhad wfih e:ptoprie®s -1 . However,
LIMITED WARRANTY* dvqe �y"�i„ of
•5 year compressor limited warranty dngk and air low mss„ „
•5 year parts limited warranty (including compressor and '"°''"°d"°••"ew a1°we"c'y
coil)
-With timely registration,an additional 5 year parts limited it"Imp
warranty (including compressor and coil) V ,
* For owner occupied, residential applications only. See C ®L US
warranty certificate for complete details and ,
restrictions, including warranty coverage for other LISTED use of the AHRI ceMfied TM Mark'indicates a
menufadurers participation in the program.For
applications. verification of certf KZMW for ind'MdoBt product,,
go to www.ahrldiredory.org. F
Model ze Nominal Min.Circuit Max.Fuse perat ng Dimensions p ng I
Number (tons) BTU/hr Ampacity or Breaker height x width x depth In.(mm) Weight lbs.(kg)
NXA618GKA 11/2 18,000 11.8 20 28-11/16 x 25-3/4 x 25-3/4 154./125
(729 x 654 x 654) (70/57)
NXA624GKA 2 24,000 17.7 30 28-5/16 x 31-3/16 x 31-3/16 --i-4-77T83
(719 x 792 x 792) (83/67)
NXA630GKA 21/2 30,000 16.8 25 32-50-67-31--3716x31-3/16 188 153
(821 x 792 x 792) (85/69)
NXA636GKA�— 3 36,000 18.1 30 28-516 x 35 x 35 204/165
(719 x 889 x 889) (93/75)
NXA642GKA 31/2 42,000 23.6 40 39-1/8 x 35 x 35 --2-54-F2-13
(994 x 889 x 889) (115/96)
NXA648GKA 4 48,000 26.1 40
39-1/8 x 55 x 35 317/264
(994 x 889 x 889) (144/120)
NXA649GKA 4 48,000 28.4 i 40 39— x x 35 269/231
1 (994 x 889 x 889) (122/105)
NXA660GKA 5 60,000 28.0 40 45-15116 x 35 x 35 3101272
(1167 x 889 x 889) (141 /123)
NXA661 GKA 5 60,000 32.5 50 45-15/16 x 5 x 5 310/272(1167
(1167 x 889 x 889) (141 /123
Specifications subject to drenge wfihad notice.
42121620102 4/15/16
N �
i 0
i C
Aso. M
N
.0
N
AIR DISCHARGE G AIR IN AIR DISCHARGE n
f I
CENTER OF GRAVITY 0
a
N
FIELD CONTROL AIR 1N�
SUPPLY CONN.
B 07/8' HOLE
FIELD POWER SUPPLY CONN. F
718' HOLE WITH
1 1/8' KNOCKOUT jida AIR IN
EC
° N
LIQUID LINE CONN. P
C 31re 3„ E
1 T/8'
ODVAPOR LINE CONN. L
1I 3/8" TIEDOWN KNOCKOUTS
5116'
K AIR IN L (2) PLACES
All Dimensions Inches (English) .a
Model A B C D E F G K L M N Wtirnurn Crated Dimensions
P
Mourltlng Pad Size H x W x D �N
NXA618GKA 25-/4 28-11/16 3-3/4 3/4 4-7/16 21-1/4 7-13/16 2-13/16 1/2 13-5/8 13-1/2 12-3/4 26 x 26 32-9/1640-1/1646-7/8
NXA624GKA 31-3/16 28-5/16 3-3/4 3/4 6-9/16 24-11/16 9-1/8 2-13/16 1/2 16 16 13 31-1/2 x 31-1/2 32-9/16x35-1/2x32-3/8 3
NXA630GKA 31-3/16 32-5/16 3-3/4 3/4 6-9/16 24-11/16 9-1/8 2-13/16 1/2 15-1/2 • 46• 14- /4• 1-1/2 x 31-1/2 35-15/16x35-1/2x32-3/8
NXA636GKA 1 35 28-5/16 3-7/8 7/8 6-9/16 28-7/16 9-1/8 2-15/16 5/8 '.16'; 16; ;f3 35x35 32-9/16x39-5/1646-1/8
NXA642GKA 35 39-1/8 3-7/8 7/8 6-9/16 28-7/16 9-1/8 2-15/16 5/8 16-1/2 17-1/2 1 - /2 35 x 35 42-3/44"1646-1/8 a
NXA648GKA 35 39-1/8 3-7/8 7/8 6-9/16 28-7/16 9-1/8 2-15/16 5/8 17-1/2 16-1/2 15 35 x 35 42-3/4x39-5/16x36-1/8
. _ o
NXA649GKA 35 39-1/8 3-7/8 7/8 6-9/16 28-7/16 9-1/8 2-15/16 5/& 1771/2 16-I '535 x 35 42-3/449-5/1646-1/8 m
NXA660GKA 35 45-15/16 3-7/8, 7/8 6-9/16 28-7/16 1 9-1/8 2-15/16 5/8. 1ia/2 17.' 1fi-11 ;35x35 49-9/16x39-5/16x36-1/8
NXA661GKA 35 45-15/16 1 3-7/8 1 7/8 6-9/16 28-7/16 1 9-1/8 2-15/16 5/8 16-1/2 17 16- 4 35x35 49-9/1649-5/1646-1/8
w os
... . . . . ... . .
. . . . . . . . . .
. . .. .. . . . .. ..
... . . . ... . .
PRODUCT SPECIFICATIONS Split System Air Conditioner: NXA6
PHYSICAL DATA r
Model Size 18 24 30 36 42 48 49 60 61
Nominal Cooling Capacity(BTU/hr) 18,000 24,000 30,000 36,000 42,000 48,000 48,000 '60,000 60,000
Nominal SEER 16.0 16.0 16.0 16.0 16.0 16.0 16.0 16.0 16.0
Sound Rating(dBA)** 76 76 76 76 78 78 78 78 79
PSC Fan Motor HP 1/12 1/10 1/10 1/12 1/5 1/4 1/4 1/4 1/4
Fan RPM(single speed) 1100 1100 1100 830 830 830 830 830 830
Fan CFM 1900 2600 2600 3200 3800 4100 4100 i 4100 4100 '
Coil Face Area ft2(m2) 11.47 15.07 17.22 17.58 25.12 25.12 25.12 30.15 30.15
(1.1) (1.4) (1.6) (1.6) (2.3) (2.3) (2.3) (2.8) (2.8)
Coil Rows-fins per inch 1 -25 1 -25 1 -25 1 -25 1 -25 2-20 1 -25 '2-20 2-20
Liquid Line Connection Size in.(mm) 3/8(10) 3/8(10) 3/8(10) 3/8(10) 3/8(10) 3/8(10). 3/8,(10) 318 j1.q,)• 3/8(1Q)• •
Vapor Line Connection Size in.(mm) 3/4(19) 3/4(19) 3/4(19) 7/8(22) 7/8(22) 7/8(22) !/8(Q2) 718( • 7/8(22)
Rated Line Set Liquid Tube Diameter 3/8 3/8 3/8 3/8 3/8 3/8 518 3/800
in.(mm) (10) (10) (10) (10) (10) (10) ••(i0j (107 (10.. .: .
Rated Line Set Vapor Tube Diameter 3/4 3/4 3/4 7/8 7/8 7/8 ..ZIB 'I; /A• 1-114., ••
in. (mm) (19)* (19)* (19)* (22)* (22)* (22)* . .j?�* .(?9)*• (291* •• `
Factory Charge R-41 OA lbs.(kg) 4.61 6.00 6.81 7.00 8.62 13.00• 0.00 ;4750* 14.59• ••
(2.09) (2.72) (3.09) (3.18) (3.91) (5.90)• A8) (6.58) (6.58) ,
Required Subcooling OF CC) 10(6) 10(6) 10(6) 10(6) 9(5) 8(4) � 8(%) �:9 9(5r' •' 1
154 183 188 204 254 317 0, .'249 37 0. 31jr• •
Weight,shipping lbs.(kg) (70) (83) (85) (93) (115) (144) (122) ;•(�44z• (141)
f
Weight,operating lbs. (kg) 125 147 153 165 213 264 231 272 272
(57) (67) (69) (75) (96) (120) (105) (123) (123)
* Units are rated with 25 ft(7.6 m)of lineset length. See Vapor Line Sizing and Cooling Capacity Loss table when using other sizes and lengths of
lineset.Note: See unit Installation Instruction for proper installation.
ELECTRICAL DATA (208/230-1-60, voltage range 197V- 2531)
Model Size 18 24 30 36 42 48 49 60 61
Minimum Circuit MCA(amps) 11.8 17.7 16.8 ,�1� 23.6 26.1 28.4 28.0 32.5
( Ps) r
Maximum OverCurrent 20 25 25X30 40 40 40 40 50
Protective device-MOCP (amps) ,
Compressor RLA(Rated Load Amps) 9.0 13.5 12.8 14.1 17.9 19.9 21.8 21.4 25.0 {{
LRA(Locked Rotor Amps) 48.0 58.3 64.0 77.0 112.0 109.0 117.0 135.0 134.0 i
Fan Motor FLA(Full Load Amps) .50 .75 .75 .50 1.2 1.2 1.2 1.2 1.2
**Sound Rating tested in accordance with AHRI Standard 270-08 (not listed with AHRI).
t
�h
421 21 6201 02 sveeftauons KMect to`hame"'ow notice. 5
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FAN COILS
FXM4X
• 1-1/2 thru 5 tons
•Available for Environmentally Sound R-410A systems
•TXV metering device factory installed =F
•ECM motor
•Copper tube/aluminum fin coil on standard models
i
z. . .. ......
•Available with industry exclusive tin coated copper .> -., -. r ,
main tubing for additional corrosion protection •
•Sweat connections
• Primary and secondary drain fittings with brass inserts ••••••
•3 amp automotive type fuse in wire harness •
.... . .. .....
•Multiple electrical entry locations •
•Time delay relay (TDR) programmed in motor G ••
• Field installed heater packages from 5 kW-30 kW :.....
available separately •� •
eb . o Goes%
• HUD approved for manufactured housing ' ""
•208/230-1-60 supply voltage ' `"- ""•'
•Units tested and certified by manufacturer to achieve a ••.•.
2% or less leakage rate at 1.0 inch water column
• 1 inch thick insulation with R value of 4.2
i • Multiposition installation-upflow or horizontal left
' standard, horizontal right with minor modification (field it"Imp
r%mug CERTIFIED
convertible to downflow with available accessory kit) C us
•No Heat(Plug) Kit factory installed
• Fitter(washable)factory supplied Use of the AHRI Certified TM Mark indicates a LISTED
menufaGrrrer's participation in the program.For
verification of certification for hdMduai products. k
WARRANTY*
go to www.ahrkfrectory.org. j
•5 year No Hassle replacement limited warranty {
•5 year parts limited warranty
-With timely registration,an additional 5 year parts limited warranty
*Applies to original purchaser/homeowner,some limitations may apply. See Warranty certificate for complete details.
Nom. CFM
Model Number Tons NO Dimensions H x W x D In.(mm) Filter Size In.(mm) Ship Wt
lbs. (kg)
FXM4X1800A 1 t/z 600 283 49-5/8 x 17-5/8 x 22-1/16 16-3/8x 21-1/2
FXM4X1800AT ( ) (1261 x 448 x 560) (416 x 546) 122 (55)'
FXM4X2400A 2 800(378) 49-5/8 x 17-5/8 x 22-1/16 16-3/8x 21-1/2
FXM4X2400AT (1261 x 448 x 560) (416 x 546) 122(55)
FXM4X3000A 2'/z 1000(472 53-7/16 x 21-1/8 x 22-1/16 19-7/8x 21-1/2
FXM4X3000AT ) (1357 x 537 x 560) (505 x 546) 146(66)
FXM4X3600A J
'3 1200 (566) 49-5/8 x 21-1/8 x 22-1/16 19-7/8x 21-1/2 157(71)
FXM4X3600AT (1261 x 537 x 560) (505 x 546)
FXM4X4200A 3'/x 1400 661 49-5/8 x 21-1/8 x 22-1/16 19-7/8 x 21-1/2
FXM4X4200AT ( ) (1261 x 537 x 560) (505 x 546) 157(71)
FXM4X4800A 4 1600(755) 53-1/16 x 24-11/16 x 22-1/16 23-5/16 x 21-1/2 185 (84)
FXM4X4800AT (1357 x 627 x 576) (592 x 546)
FXM4X6000AT 5 2000(944) 59-3/(503 x 6276 x 16 x x 576)-1/16 23-5/16(592 x 546)1/2 201 (91)
i
Specifications am$W*d to awrga willad daft 496 21 5401 03 August 2012
1
E rECTRICAL
tV HEATER AMPS BRANCH CIRCUIT
INTERNAL 2ORM Min AmWfty AMW
Ran*MN go She(AWO) Min end Wks Sin Ma Fus@Xkt Bir Amps Max Wh Length
HeMr Model PHASE CIRCUIT 2081290v 208129011 20MM C
PROTECTION
Dual Bradt Single single Dud Quit Sftlo Dual Chou Sh,& MW Circuit Dud circult Dud Chuh
F sho $in* -_
23W 20ft ck)CUR LIJ2 LSL4 circult LIL2 UJA C!" LI,L2 L3,U CI-ft LI,L2 L16U CITOW LW I L9,1A CkcWt LI,L2 L3,L4
EHKCSM* 5 32 1 None Is.1120.0 - - 26.08.4 IWO 10110 30M
MOWN" s 3.8 1 Nene I8.1120.0 - -- 3I.2/99.5 0 Iono 305
EHKDSAXB* 5 3.8 1 Claw 18.10.0 - - 26.044 10110 SW30
3.8- -1, CM Bir 18,10.0 - 10110
312/33.5 0 IWO
C_ 6.0 None 2"/32.0 - - M - - BSA
am _10110 1�`Q 3 - . -. WOO
EHK07AKB 8 U T ckt ft 44.7/48.6- - 1010 OW 500
EHKOSWCNt 9 U I Non 3180.0 - 49.5153.6 - -
101105oreo
9 68 3 None I&V&S - 32.044.5
10/10 35ri6 SW -
ri
EHKIOAKN 10 7.5 1 None 38.2!48.0 - 53.8158.570M
Will) -
rK,
lEliKiOAKB 10 73 1 CM Bir 362/40.0 - 62058.5 Who 700 -
EHK15AKF Is 11.3 1 Fuse 5421A59 382/40.0 WrAO 71,03.4 53A158.5 22.7125.8 49 0 10/10 0 10110 10/10 j NO &W 25126 00 78180 A
ri
EHKISAKB 15 11.3 1 CMft -
302140.0 Wrmo - 63.4158.6 VWMO - S/6 10/10 - 10/10 10110 GQW =5 - 700 75176
EHK15AHN is iij 3 None 313134.6 -
47.7161.0 -
- 10/10 - - solso sm -
EHKIWN Is 13.5 3 Nam 37.6/41.5 - = 55.518&4 -
0 - 10/8 - - 60I0 76177 33
EHK20AKF 20 15.0 1 Fuse 72A".9 302J40.0 382J40.0 98.01188.4 53.8158.5 45450.0
3/2 6/6 818 a 10/10 10110 1001110 OW 50$0 85/109 700 69169
EHK20AKB 20 1&0 1 W Bkt 38Z40.0 36.2/40.0 - 53.819.5 45A150.0 - 0 10110 10110 60" sm MOO SW
24 18.0 3 Fuse !6.1/55.4 71.2M.8 - -
EHK25AHCF* - 4/4 0 89/05
24 1&0 1 Fuse $6.7M.6 116,91127.9
3D 2U 3 1 Fuse - 0 - NO11110 - mle
EHK3MHCF* - 90110050 115
- 97188
FL= 101,0I20-1 I 144.811585_l 1 0/00 - 0 160175 - 1171150
APOINT-WI 4.11 Ilk
7,
IELDAU Wad SE"
L
01!(O�QR
P Minimum Circuit Ampacity Minimum Wire Size(AWG) Max Fuse/CM Bkr
'ry.A,;. A 1, 1*-�IZZ�l I
H Heater Amps 208/230V Amps Max Wire Length 208/230V
Heater Model Heater kW 20VM 208/230V* Min Gnd 208/230V (FT)##
AL1
We
S
230V 208V E _LI,L2 TU,LAI L5,L6 1.1,L2 L3,L4 L5,L6 1.11,L2 1.3,L4, L5,L6 2081230V 1.11,L2 L3,L4 1.5,L6 U,L2 L3,U. 1.51 L6
HK25
24 18.0 1 28-9/32.0 1281942-.0 28.02.0 44.7/48.5 -3-6.54-0.0 36W40.0 18 8 0/8 8/8 10/10 45/50 40/40 -4-04-0 -9/-60 -73/73-_73WV
Notes: 45.3/50.0 45.3/50.0 1 6/6 818 8/8 1 10/10 .60160 50150 _50T5_078_069_/59 5_9r5_9
Copper wire must be used.11 other than uncoated(non-plated),75oC ambient copper wire(solid wire for 10 AWG and smal1er,*&ndtdtluCfoOarg&jha§14AWGIis used,consult applicable tables of the National 44
Electric Code(ANSUNFPA 70).
When used with Fan Cog model sizes 2400,3600.
When used with Fan Cog model sizes 4200,4800.
Includes blower motor amps of largest Fan Coll used with heater.
t _Supplied as single phase,field convertible to 3-phase.
Supplied as 3-phase,field convertible to single phase,single or multiple supply circuits.
Length shown is as measured one way along wire path between unit and service panel for a voltage drop not to exceed 2%.6 4,64,
1
f
h ;�1� ENGINEERING Technical Evaluation Report
EXPRESSO DIVISION:23 08 00-COMMISSIONING OF HVAC
lJIJ!l.R.T.IEMMsrMt�lxprsw PMuetlnalwtton MpeR1
. THIS DOCUMENT CONTAINS(S)PAGES:THE FIRST PAGE MUST BEAR AN
160 SW 12TH AVE SUITE 106,DEERFIELD BEACH,FL 33442 ORIGINAL SIGNATURE A SEAL OF THE CERTIFYING PE TO BE VALID FOR USE
(954)354.0660(ENGMEEIiINGEXPREss.COM (Issued August 31,2017 Subject to Renew January 1,2019) I
(or nrrt redo F%rfo e1mrignl
t EVALUATION TER-16-3190.7 +
#t +
3: REPORT HOLDER:
INTERNATIONAL COMFORT PRODUCTS
2000 PARKS OAKS AVE """—~� -.— •1 I ,
ORLANDO,FL 33428 USA C
(954)247-20031 FL.WWW.ICPUSA.COM .
SCOPE OF EVALUATION(Compllanci 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 1n accordance with the :••••: l
requirements of the Florida Building Code Fifth Edition(2014)with 2016 ' ' ' '
supplement per FBC Section 104.11,FMC 301.15,fBC BuildingCh. 16, �•••� �
NOTE:GRAPHICAL DEPICTIONS IN THIS REPORT ARE FORILLU8TRATIVE • •
ASCE-7-10, FBC Existing Building sections 701.1,706.6.1,FBC Building PURPOSES ONLY.ACTUAL UNITS MAYbT*EIt S'LIGHTL:TA(sAFIPJARANCE?
( 1522.2,and FBC Residential M1202.1,M13011,FS 471:025, including " " ' " "";' ,
Broward County Administrative Provisions 107.3.4.The product noted on UNIT CASING MATERIAL: •••••• • •
' this report has been tested and/or evaluated as summarized herein. •••••• t
IN ACCORDANCE WITH THESE CODES EACH OF THESE 0.86mm galvanized sheet steel AST; A6W EDDS�1a MIlhd stee4 for • +
REPORTS MUST BEAR THE ORIGINAL SIGNATURE&RAISED removable top panel.1.14mm galvanR#4 Shq6t steel AJTN!A653 E9569••
SEAL OF THE EVALUATING ENGINEER. cold rolled steel for base pan. Side protector steel.grTile ASTM Al �
' 02.03mmvertical wire and 02.68mrn horizontal wire,s&!ireb with#10-16
SUBSTANTIATING DATA: sheet metal screws into top and base pan.
•Product Evaluation Documents
Substantiating documentation has been submitted to support this TER and INSTALLATION:
is summarized in the sections that follow. Shalt follow manufacturer specifications as wellas the Information provided
•Structural Engineering Calculations herein.
+ Structural engineering calculations have been prepared which evaluate the STRUCTURAL PERFORMANCE:
product based on comparative and/or rational analysis to qualify the Models referenced herein are subject to the following design limitations:
following design criteria: ASCE7-10 Exposure Category C,Risk 11
e Maximum allowable unit panel wind pressure connection Up to and including 175mph(Vult)for up to 200'MRH".HVHZ"'
integrity Up to and including 170mph('Vult)for up to 250'MRH".HVHZ"' a
e Maximum allowable uplift,sliding,&overturning moment Up to and including 200mph(Vull)for up to 200'MRH**.Non-HVHZ"* 1
' for ground and roof applications Ground or Roof Application per installation instructions !
"Mean Roof Height"'High Velocity Hurricane Zone
Calculation summary for this TER is provided in the forces summary t
table. No 33% increase In allowable stress has been used in the Maximum Rated Wind Pressure:
design of this product. Microsoft Excel was used to farcy out the 193psf Lateral, 93psf Uplift(IMDeadLoed)
calculations present in this report. 11
Site specific-wind analysis may produce alternate limitations provided
INSTALLATION: maximum'rated wind pressure is not exceeded.
The product(s)listed in this report shall be installed in strict compliance
with this TER&manufacturer-provided model specifications: ORIGINAL SIGNATURE AND RAISED SEAL t
The product components shall be of the material specified in the REQUIRED TO BE VALID PER CODE: t
manufacturer-provided product specifications.All screws mutt be installed
in accordance with the applicable provisions 8 anchor manufacturer's
published Installation instructions.
LIMITATIONS.&CONDITIONS OF USE: ZAugust017
F Use of this product shall be In strict accordance with this TER as noted III
herein. See final page for complete limitations and conditions of use.
6
13 { OPTIONS: Frank L.Bennardo,P.E.,SECB
This evaluation Is valid for all ICP models present In the table located on e
�0 I the final page. ENGINEERING EXPRESS
PE#1)046549 CA#9885
FINISH:
Baked enamel.
Copydpht O 2011 Engtrreeriny ExpresW !FraNr L.Bennudp PE.Mc.Atl Rlphb Reserved
The FBC 14 de lnss APPROVED SOURCE(Se0an202)K:'An Mop~perm,Irm or eorporsem;approve!by itre bWWno dW@L*ft Lti competent an!eswrww"In Ne opo atim of er*rV"trg
pr1rx"m to mater+als,msttwds or sysianm wAlyses.-Ergineirirrg Emrant prolessloMts meat Ne Wi+petatcY raQnlromVft as adned in ow FBC and anaM Nott vak;Erpiro"Exp u*is r"Widy
a enmw in camud+np end wovwft enwneednp evalwtims of sinpte.el rom srxi tt,liscete buUN spierrm. I
r (
f �.
_ICP SPLIT UNITS Engineering Express® ( TER-16-3190.7
i
SECTION 2 PRODUCT INSTALLATION 0 0
{ COfldenser Unit O 0 Now Installers OWN own i
O sat sers•a used to listen ter ]
Ysda•ah dps w9h the we ,
O twee pee do not touch ter mer
In order to pre"M erry
0 0 dreg•to the cow.
Roof or ground 0 D
`
structure/substrate e
(concrete,steel, ,
4 aluminum see
1 schedule below) TIE-DOWN AND ROOF APPLICATION)
Miami Tech CUM V wide ASTM AsS3 OsWotized steel O.OT thick
of varying length(FL19731.2)or squival ant for all Cabinets tied down
I+a to a roof structure or ground structure;fasten cUgg to structure using
anchor from Anchor Schedule to Host Stnucklil tdDleprd(2)#10 SS
410 self-drdYn i screw to fastest tell IO unit baw ler,k*W hdm&*• i
with quantities shown In i%4;An 3 CWcWV0•Loeats dips
•
at 3'min away from the app�o conerusing'four cups per side•
(two at each toner) alit fb ie ps oppoSltA skill In the%ams•+
configuration. Miami Tea1n9Nil4#•G9CUTO4KG for ground Sokit#
C8CUTD4KR for roof appl • ••••
Tie down
dips Ior2. `� � i••• •••`,•• i
See tables below
for
d �i�?• • •• • •••••
Nota: Unit shown for Illustration purposes orgy. specifications I O • • • i •••• ••••i•
TIE-DOWN STRAP&CLIP SCHEDULE 1 1 0•••Q • • •, s
s • • • • ••••.•
+ u I O 0 ••••.. ,
Ground or Roo} Tle.down Tice door T"awn • • h • •
CaWnet
He Strap Strap Clips(1) Clips(2) , f O •4• i •• • i•••• I
Ground NA NA 8 n 4 0 0 0 •'•• ••
to60' f!D 2 Required 8 4 1I�
Table 1 , TIE-DOWN CLIP(2) !�'
Up to 120(150') 2 Required 8 4 (GROUND AND ROOF APPLICATION) + u
Up to 200'(250) 2 Required 8 4 + _...0or- 1
Ground NA NA 8 q 1i BMP Gips Y wide ASTM A2s.1(Grade,D)steel 0.113•thick of varying
length for all cabineb tied down to a roof structure or ground structure I
Tablet UP to 60' 80' 2 Required a 4 or equivalent clips:fasten cup to structure using(2)anchor from Anchor `
Up to 120'(150') 2 Required 8 4 I Schedule to Host Structure Table and(4)'#12 SAE Grade 5 sheet
t metal screw to fasten dip to unit base pan.Install in unit with quantities
Up to 200(250) 2 Required 8 4 l shown In Tie-down Strap&Clip Schedule.Louts dips at 3'from the ".
*The
comer. r
The value shown in parent wm indicates the allowable roof height in 170mph conditions.i.e.60'(9C) BMP par number TD-042. 1
Indicates on allaweble roof height of 60'for 176no or 80'for 170mph VuIL I
+See tables on last page for cabinet dessification �-^'Tiawd wo n Strap 3 Clio: �` —
Note: (for roof applications) -
Straps shag be wrapped as shown In details on section 4. The straps shc,i be tightened to a snug fit
wound the unit. Straps shall be 1'width and 22ga galvanizer!metal.For Non-HVI;7,use(2)metal -Minimum edge distance 3'from the unit corners. I
straps,up to 200'MRH.Values shown in table areminimum specified. Using S'.%x go:straps per
each height is allowed d installers discretion.
Use a minimum of tie-down straps per side equally spaced.
-Cfip height shall be adequate to fit SMS within base pan
ANCHOR TO HOST STRUCTURE SCHEDULE height.Verify height on site.
AnchorType Place an adjacent(1)#10 SMS to avoid the straps slip off, #(
Unit Ground or Roof1/8"Min Anchor Tomes to Most Structure:
.Height• Concrete 1/8"Min 6061-T61
Model+ 31000 Psi A36Steel A. - 114" ELCO ULTRACON SS4 Anchor
Aluminum embedded 1314-in 3,000 psl concrete:2'1!2'from
!
Grnd A NA NA edge mktimum..NOA No.13.1205.05
PTable2
ic i U to 120 150' NA B B B.-114'-20 UNC SAE Grade 5 bolt min;1/Y from +
U NA B B edges with and washer OD 1'
Groundr— NA NA NA.=No anchors apply.
Up to 60 80 NA B B
Up to 32V 1 150' NA 8
iI U o 200' 2 NA 8 8
IN ALL CONDITIONS IT IS THE RESPONSIBILITY OF THE.PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WITHSTANDING t
THE RATED GRAVITY,LATERAL,AND UPLIFT FORCES BY SITE-SPECIFIC DESIGN.NO WARRANTY OF ANY KIND,EXPRESSED OR IMPLIED,IS
OFFERED BY ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS INCURRED BY
THIS UNIT. ENGINEERING EXPRESSO 160 SW 12'"AVE.SUITE 106 DEERFIELD BEACH,FL 33442 1 Page 2 of 5 h
E
(954)354-0660 ENGINEERINGEXPRESS.tAM Capp"02017EnQY1 ng, t
Frank L.Bernardo PF,Inc,All Rights Reserved
ItrP SPLIT UNITS Engineering Express® TER-16-3190.7
i
SECTION 3 SUPPORTING CALCULATIONS&SUMMARY
FORCES SUMMARY
(
Large Short Short Short
Lateral Uplift large Side Large Side Uplift
Unit Ground or Roof Side Side Side Side
Pressure Pressure Force Overturn ,Force
Model' Height* Tension Force Overturn Tension
(Psf) (Psf) (lbs) (ibs4n) (Ibs)
(lbs) lbs lbs-in) Obs)
=' Ground 43.2 0 482.0 11082.0 315.0 482.0 11082.0 315.0 0.0
Table 1 Up to 60'(80') 151.2 73.1 1688.0 49656.0 1519.0 1688.0 49656.0 1519.0 622.0
U to 120'(150' 173.8 84.1 1940.0 57082.3 1753.0 1940.0 57082.3 1753.0 715.0
U to 200' 250') 193.0 93A 2155.0 63393.3 1951.0 2155.0 63393.3 1951.0 794.0
Ground 43.2 0 482.0 11082.0 315.0 483.0 11082.0 315.0 000
U to 60' 80' 151.2 73.1 1688.0 49656.0 1519.0 1688.0 4965 .0 •11 19.0 -0 O •••• •
P ( ) 6 S
Table 2 i
Up to 120'(150') 173.8 84.1 1940.0 57082.3 1753.0 1940.0 57092.9 1153.0 `719t); ••
Up t0 200'(250) 193.0 93.4 2155.0 633933 1951.0 1215S.01 6339M'- TV--Ir
1951.0 794.0 +•••••
Calculations performed according to the Information provided by the Giem.Cabinets were assumed slid(0%porosity)for shear and t%rltn calculatior.PprUsea.. ••••••
0000 ••+• •+•••
0000•• •• • 0000• ,
PANEL INTEGRITY SUMMARY • • • • •
•• •0 0 00 00.0.0
•0000 • ••
AdcOtional: • • ••••s•
Applied Add'I •....•
Unit Force on reinforcement • ••••
Ground or Roof Wind Screw Qty
Model` Height* Panel Name pressure Panel Needed requirer►beyond •••••• • •
(Ib/ft=) (Ibs) (Pa) original •• •
manufacturing #
TOP PANEL 0.0 0.0 6
Ground CONTROLCOVER 43.2 50.4 No
SERVICE PANEL 43.2 91.4 i
TOP PANEL 73.1 621.9
Up t0 60'(80') CONTROL COVER 151.2 176.5 No
Table 1 SERVICE PANEL 151.2 319.9
TOP PANEL 84.1 715.4
Up to 120'(15(Y) CONTROL COVER 173.8 202.9 - No
SERVICE PANEL 173.8 367.7
TOP PANEL _ 93.4 794.5
Up to 200'(250') CONTROLCOVfR 193.0 225.3 NO
SERVICE PANEL 193.0 408.4
TOP PANEL 0.0 0.0
Ground CONTROLCOVER 43.2 50.4 NO
SERVICE PANEL 43.2 91.4
TOP PANEL 73.1 621.9
Up to 60(80') CONTROLCOVER 151.2 176.5 NO
Table 2 SERVICE PANEL 1 151.2 319.9 -
TOP PANEL 84.1 715.4
Up to 12Y(150') CONTROLCOVER 173.8 202.9 No
SERVICE PANEL 173.8 367.7
1 TOP PANEL 93A 794,5
Up to 200'(25V)1CONTROL COVER 193.0 2253 NO
SERVICE PANEL 193.0 1 408A I - i
The value shown in parentheses indicates the allowable roof height In 170mph conditions.
Le.60'(80')Indicates an dowabte roof height of 60'for 175mph or 80'for 170mph Vult
'See tables on sheet 5 for cabinet classification.
ENGINEERING EXPRESS 160 SW 121"AVE.SUITE 106 DEERFIELD BEACH,FL 33442 Page 3 of 5
(954)354-0660 ENGINEERINGEXPRESS.COM Copyright 02017 Engineering ExpressO f
Frank L Bennardo PE,Inc.All Rights Reserved
I
PCP SPLIT UNITS Engineering Express® TER-16.3190.7
f
SECTION 4 DETAILS
(2)1-x22"GALV.
ASTM A36 STEEL
STRAP.STRAPS
SHALL BE SECURELY
TIGHTENED SNUG
AGAINST UNIT,TYP.
CONTROL BOX
c ,
f �
B STAND RAIL D
(BY OTHERS), ••••
TYP. SUPPORT ANGLE • •
SEE DETAIL��f SEE NOTE BELOW � ••• (•••• ••••10 too ;•
0000•• •• • 0000•• , 1
MECHANICAL UNITz MECHANICAL u iT •
N.T.S. FRONT ISOMETRICN.T.S. • IFOMETP4c•••• • •
0100 •••• 0000•
DATUM FACE 0.0000 •• • 4606•
• , • • • •
•• •• • w• 0000••
•
CUP •' AIQ11L 0 •
idIM •(BYOT4RS), i • •s••i•
TYP. •••0.0
• 0 0 •0000•
DIM.I DIM.2 s • •e • • •
STAND RAIL
(BY OTHERS),-/ SUPPORT ANGLE DIM.4-+
TYP. \ SEE NOTE BELOW DIM.3
(2)f 14 SMS AT EACH \
STRAP END TO WEB OF
THE SUPPORT ANGLE \ CLIP(c)
ANGLE
3 SUPPORT ANGLE
MECHANICAL UNIT SEE"O
N.T.S. MONT ISOMETRIC 4 TIE-DOWN CLIP LAYOUT
ROL GRILLE, N.T.S. PLAN'
CONT
r COVER TYP. —
TIE-DOWN .!' 1i� R (1)I'x22ga
CUP A"' • GALV.ASTM
SEE CUP TA36 STEEL
NOTE 16 STRAP,.SHALL
a 4 ao UNIT OVER
M TIE—DOWN CLIP OFFSETS:
•d0 �O –UNIT BASE SI OPPOSITE DIM.1 5.00'MAX OFFSET FROM DATUM FACE
SIDE. F
PAN DIM.2 S.W MAX OFFSET FROM OPPOSITE FACE
LI
ANCHOR PER (2)014 SMS AT DIM.3 5.00'MAX OFFSET FROM DATUM FACE
PPORT ANGLE, SCHEDULE EACH STRAP END
SEE NOTE STAND RAIL TO UNDERSIDE OF DIM.4 10.00'MAX OFFSET FRDM OPPOSITE FACE
(i-BEAM)BY THE I-BEAM
OTHERS
s TIE-DOWN CLIPS & STRAPS
L N.T.S. ELEVATION
t
Nott:
Miami Tedi support anple'part number CBCAS30K.CBCAB42K,under NOA p16-0601.01 or equivalent is pem ted.
ENGINEERING EXPRESSO 160 SW 127"AVE.SUITE 106 DEERFIELD BEACH,FL 33442 Page 4 of 5
(954)354-0660 ENGINEERINGEXPRESS.COM Frank L.Bennna do PES Inc.ncAR /
�s
IbP SPLIT Mrts Engineering Expres4® ( TER-16-3190.7
I
• CABINETS dx DIMENSIONS 1
1
TABLE 1 TABLE 2
1
` WIDTH DEPTH HEIGHT WEIGHT UNIT MODEL WIDTH DEPTH HEIGHT WEIGHT
UNIT MODEL (In) (In) (in) (lbs) (In) (in) (in) fibs)
`
1141-1418 23.13 23.13 35.25 136 NXH518 31.19 31.19 28.94 169
{ R41-1424 25.75 25.75 35.25 144 NXH524 35.00 35.00 32.31 200
R4H430 .31.19 31.19 31.81 158 NXH530 35.00 35.00 32.31 196
R41-1436 31.19 31.19 28.44 170 NXH536 35.00 35.00 35.75 215
R41-1442 31.19 31.19 39.13 201 NXH542 35.00 35.00 28.94 245
R41-1448 31.19 31.19 28.44 197 NXH548 35.00 35.00 28.94 260
R41-1460 31.19 - 31.19 31.81 212 NXH560 35.00 35.00 39.13 296••• 1
1 R4A418 23.13 23.13 24.81 123 N41-1418 23.13 23.13 •35.25 ••• ••••••
R4A424 25.75 25.75 25.00 119: N41-1424 25.75 25.75 ".50• 141 • •
R4A430 31.19 31.19 31.81 151 N41-1430 31.19 31.19 •St t• 15i• : 000000
R4A436 31.19 31.19 24.81 134 N41-1436 31.19 31.19 'ta44• 170 40 • •
R4A442 31.19 31.19 39.13 192 14411442 31.19 31.19 39.12.01001. ' '
R4A448t
31:19 31.19 28.44 182 N41-1448 31.19 31.19 19?991 ";
R4A460N41-1460 31.19 31.19 • 224• • ""' f
31.19 31:19 31.81 197.
••••••
{ NXA818 23.13 23.13 8. 9 1 5 •
NXA624 31.19 31.19 928.51 • 147 �•
•••�••
NXA630 31.19 32.31 165!! •_
NXA636 35.00 35.00 • 31 • ' 16 .006S.:
N64 35.0 35.00 39.1 2 ' • --�
NXA648 35.00 35.00 32.31 264
NXA649 35.00 35.00 39.13 231
NXA660 35.00 35.00 45.94 272
i NXA661 35.00 35.00 45.94 272
NXA418 23.13 23.13 24.81 123
NXA424 25.75 25.75 25.00 119
w 0 NXA430 31.19 31.19 31.81 151 )
NXA436 31.19 31.19 24.81 134 �
NXA442 31.19 31.19 39.13 192
NXA448 1 31.19 31.19 26.44 182
NXA460 31.19 31.19 1 31.81 197
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Nolo:Image Is not b scale and is for Rimbstion purposes oNy. I
Actual un b may differ slighey in appearance.
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LIMITATIONS 3 CONDITIONS OF USE: f
Use of this product snap be in strip accordance win this TER as noted herein.
The supporting host$Vucbne"I be designed to resist all superimposed loadS'as delemaned by others On 8 site specific basis as may be required by Ne Authority Having Jurisdiction.Host sbudun
Conditions which are not accounted for in this product'srespective anchor schedule shall be designed on a sNe.apecdk basis by a registered protessional engineer.No evaluation Is offered for the host
supporting structure by use of this doaneraI;Adjustment factors noted herein and the applicable codes must be considered,where applicable.AN supporting components which are permanently installed
shall be protected against corrosion,contamination,and other such damage st all nl times.Fasteners iat penetrate the supporting members such that the ka length of the threaded portion is wbodded within
the main member.AN arnchas.screws:.straps.dips,end attschi ent part an be substituted fon equivalent parts,as tong as the capacities of the equivalent parts are equal or stronger.
Panel lyd&"IS not n*ndamry,rrowever,ft TER certifies it regardless.This evaluation does not offer any evaluation to meet large missus impad debris requtrements which typiaNy are nol regaled for
.Nis type of product AN of the wind resisting exterior panets,individually meet or exceed their capacity to resat the design wind loads as slated in the CSJW*m as required by the Florida Build%Code Fffth
Edition(2014}Due to the indeterminate nature of these units,distortion and deflection cannot be accurately evaluated,but with diapluagm action or external components ant Internal stiffeners,gm base unit
has the apadly to wiputerd these forces with individual external pans being cdntaNed. Yearly kxspections,.during equipment rtmiMenance or after a named stomK all screws.cabinet wrporents,clips,
anchor,b�strapsand cables are to be verified by fns A/C cmuado.All damaged cabinel cor ponents.loose,corroded,broken screws or ancha twNs shall be replaced to ensure structural intsgriity forhufficane !
ENGINEERING EXPRESS'160 SW 12TH AVE.SURE 106 DEERFIELD BEACH,FL 33442 Page 5 of 5
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