MC-16-3068Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NW
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Permit
Permit NO. MC -11-16-3068
Permit Type: Mechanical - Residential
Work Classification: A/C Replacement
Permit Status: APPROVED
Issue Date: 11/10/2016 Expiration: 05/09/2017
Parcel Number
Applicant
78 NW 99 Street
Miami Shores, FL 33150-
1131010330070
Block: Lot:
ERNESTO J CAJIAS
Owner Information
Address
Phone
Cell
ERNESTO J CAJIAS
78 NW 99 Street
MIAMI SHORES FL 33150-1741
(954)305-6685
78 NW 99 Street
MIAMI SHORES FL 33150-1741
Contractor(s) Phone
PROTOCOOL COOLING SOLUTIONS, 954/776-2665
CeII Phone
Valuation:
Total Sq Feet:
$ 6,111.00
0
Tons: 3
Additional Info: EXACT A/C REPLACEMENT 3 TONS
Classification: Residential
Approved: In Review
Comments:
Date Denied:
Scanning: 3
Date Approved:: In Review
Type of Work: EXACT A/C REPLACEMENT 3 TONS
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee
Scanning Fee
Technology Fee
Amount
$4.20
$3.21
$3.21
$1.40
$213.88
$9.00
$5.60
Total: $240.50
Pay Date Pay Type
Invoice # MC -11-16-62007
11/10/2016 Credit Card
11/09/2016 Credit Card
Amt Paid Amt Due
$ 190.50 $ 50.00
$ 50.00 $ 0.00
Available Inspections:
Inspection Type:
Final
Review Mechanical
1
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 i :ccu • e and th. all work will be done in compliance with all applicable laws regulating
construction and zoning. Futhermore, I authorize the ab .L= m= . contrac . e work state
November 10, 2016
Authorized Signature: Owner / Applicant / C. tactor A gate
Building Department Copy
November 10, 2016 1
t �
Gn �sy
\ tco
{neon al -
BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC ❑ ROOFING
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
PLUMBING
RECEIVED
NOV 2016
BY•
5
FBC 20 ILA
Master Permit No. M C 1(0 go(08
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑ RENEWAL
MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: g q 1 S+
City: Miami Shores County:
Miami Dade Zip: 331 S 0
Folio/Parcel#: 11 3 01 -.033 -Do-1 0 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Ef f' € kD J (i AS Phone#: ` I -St —(00
Address: g` I\l1N cm 6-k-'
City: ��lNS\ 13e5 State: L. Zip:
Tenant/Lessee Name: Phone#:
Email: i•SI
CONTRACTOR: Company Name: PROTOCOOL Cooling Solutions Phone#:q5k-k —I—])o —cab ( S
1669 NW 144th Terrace #203
Address: ‘‘04::P1 NW-) \ Z-\ .€iCC 2o! Sunrise, FL 33323
City: S` C)C •(-<3,.Le State: L- Zip:
Qualifier Name: C r 1 S it'DMO \ I 0 Phone#: 9 SLi -1'1(4, CO 5
State Certification or Registration #:. �C52S7 ) Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: \` d \ tVN1 \A4t---Yee AV 2-10 City:\•c`� _ State: l__., Zip:l6 �
Value of Work for this Permit: $ (OI 1 l 1 ' t7a Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ,M, El New epair/Replace E] Demolition
Description of Work: EVCCX:k NC. � ``r kx(�( le 3 ck V1
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ a, 1 -3 ' CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $ ICC • -5-T) S-21
(Revised02/24/2014)
Bolding Company's Name (if applicable)
Bonding Company's Address
City State
Zip
Mortgage Lender's Name (if applicable) /f
Mortgage Lender's Address /
City Ste 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 d 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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 inust 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 b ,• s •d and a reinspection fee will be charged.
Signature X i//AP
Owner or Agent
The foregoing instrument was acknowledged before me this
day of 64442 , 20tr , by VI�v
who is personally known to me or who has produced
As identification and who did take an oath.
NOT ' Y PU IC:
GERMAN D. CORREAL -
41 MY COMMISSION 9 FF 995329
i=. EXPIRES: May 23. 2020
or 07' Bonded Thru Notary Public Undsnreiters
Sign:
Print:
My Commission Expires:
Signature
The foregoing instrument was acknowledged before me this
day of N'A 'Y' ,20(_,by C' "s
who is personally known to me or who has produced
as identification and who did take an oath.
GERMAN D. CORREAL
MY COMMISSION tl FF 995329
EXPIRES: May 23.2020
My Commission Expires:
APPROVED BY
*********************** **** ****�***/* ******************************************************************
ans Examiner
Structural Review
Zoning
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
Clerk
Ro
NOV 9
1IR
BLDG DEPT
I Hui (:T 10 COMMIANCE WITH ALL FEDERAL
CO,
APPROVED
ZONING DEPT
NpIT!.PNIN . ,REPLACEM:EN'TADA'TA
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
mi 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 acceptable.
Job Address (where the work is being done): Isz, NV.] EJ? (A-1 croft shores f&J' `33 )5i7
►sb
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 I=1 NO
ARHI Sheet Attached: YES NO ❑ Contract Attached: YES ❑
UNIT BEING REPLACED
DATA
NEW UNIT
' `,hQ
—TRININ(U.
P.C. b� 3 Gin -axle 11
/MEANUFACTURER
`N.nJ� or PKG. UNIT MODEL #
TMMSf � 3 (4) 'MP -
PA -4_ t Ab 3lnnt-1-1,4< Pr
COND. UNIT MODEL #
4"T"rKso t.)-2j6tol(1
lU
KW HEAT
10
3
NOM TONS
-3
AHU rjtj CU 2S PKG ^
1) M.C.A
AHU.j3 CU 7 PKG'—
AHU ht) CU 30 PKG —
2) M.O.P
AHU( Cu 3;7 PKG r--
AHU231) CU'23o PKG 'r
3) VOLTS
AHU2,3o CU 2.70 PKg —
PKG UNIT / /
PKG UNIT / /
EER/SEER
YES NO
REPLACING DUCTS
YES 4SLQ�
YES NO
REPLACING THERMOSTAT
YES g
YES NO
NEW 4"CONCRETE SLAB
O9 NO
YES NO
NEW ROOF STAND
YES1`i P
YES NO
NEW RETURN PLENUM BOX
YES 71
1. Minimum Circuit Ampacity (Wire Size): fPL At- Vt4.0 tip 44- C -U,
2. Maximum Overcurrent Protection (Fuse/Breaker Size): LO
•• ••. • . • • • •.
3. Voltage of Circuit (208/240/480): 257, •
. • - --- •
4. Size Disconnecting Means:
Contractor's Company Name: k 100- 1..L'� ' LLAT ,Sbl1.,,,#ivc►S Phone: G159- -17b —an L5
State Certificate or Registration No.
Signature
(Revised02/24/2014)
• • .• . .
0 5.7 • : Certificate al Competency No.
• Date: 71/1/��
• •• •• ••• • ••
• •• •• • •• •• ••
• • ••• • • •
ure)
•
•
• • •
•• ••
• • •
• • • • • •
• • • •• .•
• ••• . •
t.
..i CERTIFIED°
www.ahridirectory.org
This combination qualifies for a Federal Energy
Efficiency Tax Credit when placed in service
between Feb 17, 2009 and Dec 31, 2016.
Certificate of Product Ratings
AHRI Certified Reference Number: 7932235 Date: 11/1/2016
Product: Split System: Air -Cooled Condensing Unit, Coil with Blower
Outdoor Unit Model Number: 4TTR6036B1
Manufacturer: TRANE
Indoor Unit Model Number: TMM5A0B36M31SAA
Manufacturer: TRANE
Trade/Brand name: TRANE
Region: All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, MD, ME,
MI, MN, MO, MS, MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX,
UT, VA, 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.
Series name: XR16
1 -r
\
Manufacturer responsible for the rating of this system combination is ;TRANE ,, j;.�, I
+ _ _ _ 1 i ' _
Rated as follows_ in accor'dance,with AHRI Standard 210/2402008,for<Unita y Air Conditioning' and Air -Source
Heat` Pump'Equip'ment and subject to verification of rating accuracy by AHRI-sponsored, independent,+third
party,testing:
Cooling Capacity (Btuh): 34200
EER Rating (Cooling): 13.00
SEER Rating (Cooling): 16.00
IEER Rating (Cooling):
• Ratings followed by an asterisk (') indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which indicates an involuntary rerate.
•• ••• • • • • • ••
DISCLAIMER • • • • • • • • •
AHRI does not endorse the product(s) listed on this Certificate andlakes akes rto4eprenntatioIs, Aarientees or guarantees as to, and assumes no responsibility for,
the product(s) listed on this Certificate. AHRI expressly disclaims all1iability fpr 4mogeo o{•anY I d aritipg out of the use or performance of the product(s), or the
unauthorized alteration of data listed on this Certificate. Certified 19tlngs%Rtialid4bRly fotmodelsfane►•onfiguratIons listed In the
directory at www.ahrldirectory.org.
TERMS AND CONDITIONS
This Certificate and Its contents are proprietary products of AHRS ThisoCieatificate moll on,W be use& kig indigidual, personal and
confidential reference purposes. The contents of this Certificatt nf6y ndt, In who or In art, be reproduced" copied; disseminated;
entered into a computer database; or otherwise utilized, In any forte ornianrgrr Crbg ar , n$aus, ex4ept foCthe user's Individual,
personal and confidential reference. • • • • • • • • • • •
•• • • • • •
CERTIFICATE VERIFICATION
The information for the model cited on this certificate can be verified at www.ahridirectory.org, click on *Verify Certificate" link
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 listed at bolterribit. • • • • • • s •
02014 Air -Conditioning, Heating, and Refrigeratic In;titutt •••
�• CGRTIFICATE NO.:
a.. 00 O.• .
1EMI
AIR-CONDITIONING, HEATING,
& REFRIGERATION INSTITUTE
we make life better
131224994667342615
1
1 ti
5
A/C UNIT HOUSING AND MOUNTING CERTIFICATION
*CERTIFIES BOTH UNIT INTEGRITY AND ANCHORAGE TO HOST STRUCTURE FOR WIND RESISTANCE (FOR AT -GRADE USE ONLY)
BACKUP
CLIP
HOUSING MUST BE
CUPPED TO THE BASE:
(1) 812-14 SHEET
METAL SCREW PER CLIP
-Ed 41
BACKUP
CLIP" ATTACHMENT
SCALE: N.T.S. ISOM.
0.400'
R0.250'
00.250"
0.00
00.250"
0.75
0.187 R0.250-
50
4e .- 0.200'
j`79
0.800'
w
LAYOUT A
(
1) BASE CLIP PER CORNER
ISOM.
C RI W
RO 100' 0.045'0.045'-{
00.250' 1.380"
BACKUP CLIP MATERIAL: 80.065' (2X)
00.250, • 1050 STEEL 0.030 THK.
• 0.0002 THK. ZINC PLATE WITH CRONAK SURFACE CONVERSION.
• BEND RAO. 0.06 UNLESS OTHERWISE SPECIFIED.
SELF DRILLING
12-14 SCREW
INSTALL SECOND CLIP S-
ROM TYPICAL CLIP AT
ALL CORNERS
LAYOUT B
(2) BASE CLIPS PER CORNER
SCALE: N.T.S. ISOM.
0.325' 0.032'
BASE TAB BRACKET
MATERIAL:
• PRE -PAINTED GALVANIZED
STEEL ES3101203, PER
050/46280
• .060 THK.
• .060111510E RADII UNLESS
OTHERWISE SPECIFIED
PART 110.
A
BC
0
EP
USE WITH
LAYOUT
015308660I
2.30
2.32
2.43
3.33
3.78
1.48
B
0153080602
610
191
603
2.93
3.38
1.08
A
BASE TAB BRACKETS
SCALE: 9.5.5.
0.296 X 1
LONG NIPPLE
CLEAT
A/C HOUSING
CLEAT
SCALE: N.T.S.
UNIT MODELS
R0.060" (20)
0.880'
0.120' TTP
RICHARD BROTHERS
ENGAGEMENT HOLE
FOR 812-14 SHEET
METAL SCREW (0.1860)
0.145-
0.180' 0.074"
-.030 THICK
0.330'
R0.425-
045' 0.139',
80.030"
0.100.1
0.500'
R0.060- (20)
BACKUP CLIP
0.190'
0.310'
SCALE: N.T.S.
SECTION TYPE XB/XR / XV"
TYPE "XL / XV'
0.380'
APPLICABLE 4400615:
2/4TTA, 2/4TTB, 4TTR, 4110, 4112, 4TTV,
4TWA, 2/4TWB, 41WR, 4TWX, 4TY2, 4TWV TRANS UNITS
4.30'
MAX
7.75"
MAX
66 CONNECTION LAYOUT A
(1)
SCALE: N.T.S.
PLAN VIEW
UNIT
WIDTH
4.05"
MAX
ELECTRIC
PANEL W/
INTEGRATED
OU51NG FINS
2W
� p
CONNECTION LAYOUT B
SCALE: N.T.S.
ALLOWABLE WIND PRESSURES FOR
MULTIPLE BASE BRACKET AND UNIT
HOUSING CONFIGURATIONS
DESIGNATION UNIT UNIT WITT
1 WIDTH DEPTH HEIGHT
TYPE X8 / XR / XVl 25.691N 1 28.42 IN 32.7719
TYPE XB / XR / XV, 25.6919! 28.42 IN 25.601N
ALLOWABLE WIND
PRESSURE RATINQ
PLAN VIEW
GENERAL NOTES
1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED
ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUT
CODE FIFTH EDITION (2014) & ASCE 7-10. TH15 SYSTEM MAY
USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE
THIS DESIGN IS NOT INTENDED TO CERTIFY IMPACT RESIST(QTCE(••
THE MECHANICAL UNIT CABINETRY. _ •
2. N0 33-1/3% INCREASE 1N ALLOWABLE STRESS HAS 8T" " A -
THE DESIGN OF THIS SYSTEM.
3. DESIGN B CERTIFICATION OF THE UNIT CABINETRY 15
5�HTHROUGH
FLORIDA.
PORT, 0708.01-15 BY AMERICAN TEST LMR F7U $ATE O HD 44
4. ALL DIMENSIONS AND THE MINIMUM WEIGHT OF MECHM �'. �e Z 12;'
UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN. ALL' 1 , •., )! d 4} --
MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.T' 61 • Y ,.
EXPRESHALSBE AS PER S RESPONSIBILITYMANUFACTURER
OF THE COCNTRACTOR.TIONS AND AR�'D 1/,
5. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS
CERTIFICATION. ASA MINIMUM, ALL CONCRETE SHALL BE
STRUCTURAL CONCRETE 4' MIN. THICK AND SHALL HAVE MINIMUM
COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE.
6. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS
FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.
7. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED &
INSTALLED BY OTHERS.
8. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND
SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN
PROFESSIONAL AND I5 NOT INCLUDED IN THIS
CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO
ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
9. BASEPAN MATERIAL CHOPPED FIBER LAMINATE 3Y/ FY"15 K51.
PLASTIC COMPONENTS USED WITHIN THE HVHZ MUST MEET •
APPLICABLE TIRE/SMOKE/IN PERFORMANCE REQUIREMENTS • • •
,FRANK L. BENNARDO, P.,
-)9P(00441) 9
.� • �,� Me it
7NOOiYA7IX
W
FORTH IN THE ABOVE -NOTED DUI DING CCOODDS� O!(0I
10. THE SYSTEM DETAILED HERi1N IS GE ,.RIC AND DOES*OT • • 40• •
PROVIDE INFORMATION FORA SRpFIC 111. SOP SITE 0 0.
MOM THE18011D1TOIl6 DETAITAlLE01ERE1N, '8 aiN
A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL P•EM. • 7 •
SITE SPECIFIC DOCUMENTS FOR 816•I 4 6LIKTION WITT`THIS o • (gyp. !
DOCUMENT.
11. WATER -TIGHTNESS OF EXIWIMSyBSTRATE SHALL BE • Z ? 2 ,
THE FULL RESPONSIBILITY OF THE IA GT0NTRACTOR. Q VI
CONTRACTOR SHALL ENSURE THATANY REMOVED OR ALTERED a ; VI
WATERPROOFING MEMBRANE I5 REV 4 9TER FABRICATIO•&A • {.f. t• 6. iN
INSTALLATION OF STRUCTURE PIRPO5E0 HERRN. THIS ENQ/EER • 3
SHALL NOT BE RESPONSIBLE FOR WMINV097800FING OR LEMFil& • J 2 pipe Oa/
ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE J > 5(
FULL RESPONSIBILITY OF THE INE041t11Cj1 RAROR. • • • p ~ .-.
ANCHOR NOTE$;•..• ••••••te a „
I. SEE ISOMETRIC BASE LAYOUT FOR ANCHOR LOCATIONS•��AND/OR OM N 2 Mi
2P ANICHORS SHALL BE INSTALLEaf�/1[CyR�A WITH Ts
• /W/FPC1 6
MANUFACTURERS' RECOMMENDABB77jj00N5. 1 ILLY 0.625' 0.0. 40.289 •4„/
I. D. K 0.059' THICK WASHER• CUP. • • E f., •
3. ANCHOR TTP1 61: CONSIDERS HILTI KW1K{ON 114 CARAPABIRtt • •Z 2
TAPCONS OR EQUIVALENT W/ 1-•4' MIN EMIRED, 2-1/2' MINEDGE ~ • O •
DISTANCE AND 3' 916 SPACING 081E55.OTBS OTHERWISE), • .2 2G1 BP •
FASTENED TO MINIMUM 3,000 PSI Ey1*1NG CH•ICBETE AS VEREI.1•Y. • z 0 •
9
✓ pe
() 5
1RtVi -B Ig
1::::
� illiii , l
111111
1/"81
A, .S .
OTHERS
4. ANCHOR TYPE 82: CONSIDERS SHEET METAL SCREWS (SMSuLs •
SPECIFIED HEREIN SHALL BE MINIMUM - SAE GRADE 5 ASTM M39,
SPACED THREAD W/ MIN (5) PITCHES PAST THREAD PLANE, IMO
MINIMUM 1/8' THICK A36 STEEL. USE 814-14 5M5 SCREWS WITH 5/8'
EDGE DISTANCE FOR STEEL HOST STRUCTURE.
5. MINIMUM EMBEDMENT SHALL BE A5 NOTED. 14I9I19UM EMBEDMENT
AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, INSULATION, AND
OTHER FINISHES
TABLE DIRECTIONS:
1. SELECT DESIRED UNIT SIZE.
2. SELECT APPLICABLE ANCHOR TYPE UNDER CONSIDERATION AS
VERIFIED BY OTHERS.
3. MATCH UNIT SIZE WITH THE INTENDED HOST STRUCTURE AND
OBSERVE MAXIMUM ALLOWABLE WIND PRESSURE FOR THE SYSTEM.
SITE-SPECIFIC REQUIRED WIND PRESSURES PER SEPARATE
CERTIFICATION OR BY OTHERS.
4. UTIUZE LAYOUT AS IISTE0 IN TABLE.
APPUCABLE ANCHOR TYPES:
SEE ANCHOR NOTES FOR A
DESCRIPTION OF ANCHOR
TYPE 81 OR 82
60 P50
TYPE 1 6 TYPE 2
LAYOUT OF BASE TAB
BRACKETS:
60 Kr TYPE 1BTYPE 2
TYPE XB / XR /XVI 29.6919 32.65 IN 40.701N
-TYPE XB/XR/XVV; 29.691
2.65 IN 28.771N
60 P5F TYPE 1 B TYPE 2
TYPE 08/1R/XV•: 34.2918 37.29 IN 45.171N
60 PSF TYPE 1 B TYPE 2
60 PSF TYPE 1 & TYPE 2
TYPE X8/XR/XV; 34.2919 j 37.291N
29.181N I 60 P5F
TYPE XL/ XV•" 34.2919 137.291N
TYPE 1 & TYPE 2
53.861N 1 60 P5F
TYPE XL/ XV19.69IN 132.6519
TYPE XL/ XV! 34.29 IN 137.291N
TYPE XL /XVI 29.69 IN 7 32.65 IN
TYPE 1 & TYPE 2
48.001N : 60 PSF TYPE 1 B TYPE 2
41.881Ni 60 P5F TYPE I &TYPE
39.94 IN 1 60 PSF TYPE 1 & TYPE 2
LAYOUT A
LAYOUT A
LAYOUT A
LAYOUT A
LAYOUT A
LAYOUT
LAYOUT
LAYOUT 13
LAYOUT
LAYOUT*
*UNIT WEIGHT • 245 LB
• UNIT WEIGHT• 302 LB
(DEFAULT UNIT WEIGHT • 120 LB)
TIE -DOWN CONFIGURATIONS REQUIRE
(1) OR (2) BRACKETS PER CORNER
SEE 6/1 0R 7/1 FOR ILLUSTRATION.
TRANE
15 -2530 -TG
SCALEt SEE DETNL0 101
PAGE DESCRIPIIONI
PREP. REF. TRANS
104SR-0002 03
..1
J
••• • • • ••• 1 •
• •• •• • 0 • •• ••
• •• • •
• • •
"'`� ENGINEER�l�3Gc • • • e• • •••
EXPRESS' A FRANK L. BENNARDO, P.E., INC. INNOVATION
December 17, 2015
04 • • • • •
0 •• • • • • 41 ••
•• • • •
• • • •• 0 • • •
• • • • • 0 • •
• ••• •• • ••• 00•
Florida Department of Community Affcoo ai1s efts • • • •
2555 Shumard Oak Boulevard
Tallahassee, FL 32399
• • •
•
•• ••• • • • • • •.
Regarding: Ingersoll Rand
TRANE X Series Air Handler (Roof & Ground Mounted)
American Standard Air Handler (Roof & Ground Mounted)
To Whom It May Concern:
Please be advised that the below -signed engineer does not have nor will acquire a
financial interest in the company manufacturing or distributing the product(s) for which an
evaluation report or validation certification has been prepared, as referenced above. This
engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above
and does not have any financial interest in any other entity involved in the approval process of
the above -noted product(s).
Respectfully,
DEC 17201
Q� ENS '...r0
No. 46549
Frank L. Bennardo, P.E. = ~0 ' STATE OF
Frank L. Bennardo, P.E., Inc. % �,��.�4 0 R 10P
FL PE 0046549ip N.... EAG` �``\`
Cert of Auth #9885
/�,,►,riin►►►►►�
160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
PHONE: (954) 354-0660 - FAX: (954) 354-0443
ENGINEERINGEXPRESS.COM
'' ENGINEERING
`�� EXPRESS'
December 17, 2015
E.X.P.E.R.T. PRODUCT EVALUATION REPORT (CONTINUED)
Ingersoll Rand — TRANE X Series Air Handler (Ground Mounted)
Impact Resistance:
Not applicable to this product.
Page 2 of 2
Wind Load Resistance
This product has been designed to resist wind loads as indicated on the Product Evaluation Document
(Le. engineering drawing).
Installation
The product listed above shall be installed in strict compliance with the Product Evaluation Document (i.e.
engineering drawing), along with all components noted therein.
The product components shall be of the material specified in the Product Evaluation Document (i.e.
engineering drawing).
Limitations & Conditions of Use:
Use of this product shall be in strict accordance with the Product Evaluation Document (i.e. engineering
drawing) as noted herein.
All supporting host structures shall be designed to resist all superimposed loads and shall be of a material
listed in this product's respective anchor schedule. Host structure conditions which are not accounted for
in this product's respective anchor schedule shall be designed for on a site-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.
This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ).
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160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442
PHONE: 954-354.0.660 FAY:.91 354-0443
WWvif.EOGE4'. M • • •
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ENGINEERING EXPRESS®
PRODUCT EVALUATION REPORT
ENGINEERING EXPRESS® EXPERT
PRODUCT EVALUATION REPORT
December 17, 2015
Application Number: FL 19588.3-RO
FLB Project Number: 15-2530
Product Manufacturer: Ingersoll Rand
Manufacturer Address: 6200 Troup Hwy
Tyler, TX 75707
Product Name & Description: TRANE X Series Air Handler (Ground Mounted)
Scope of Evaluation:
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 1(d). The product noted above has been tested
and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition
(2014) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of
this product shall be required following pertinent Florida Building Code modifications or revisions.
Substantiating Data:
• PRODUCT EVALUATION DOCUMENTS
FLB drawing #15 -2530 -TG titled "A/C Unit Housing and Mounting Certification", sheet 1-1, prepared by
Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation
Report.
• TEST REPORTS
Ultimate test loading structural performance has been tested in accordance with ASTM E330-02 and TAS
202-04 test standards per test report(s) #0708.01-15 by American Test Lab of South Florida, Inc.
• 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. Maximum Allowable Unit Surface Area
5. Clip Configuratiorrand;4n, hptAtp4nr• •'
6. Anchor Capacity folValiias,SQb$tfate$. .-
Maximum allowable roof -top height for:vgrickein$tdllaiipca Vial 1
speeds
Original Engineer's Seal Valid for
through _2_
Frank L. Benna ��, = 414
# PE0046549 :: , SF
No 33% increase in allowable stv s has been•usddki the desi�nrof this product. - : No. 4
•• =
9/5,?r016
i ,
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tatt
Ite..4.-..4414. ....., ..�..�
Florida code L)niine
L -RP
BCIS Home Log In User ReglstraUo Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search
t
Product Approval
USER: Public User •
product Approval Menu > rn
FL #
Application Type
Code Version
Application Status
Comments
Archived
n SP > Application 1 ist > Application Detail
FL19588
New
2014
Approved
Product Manufacturer Ingersoll Rand
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representati e
Address/Phone/Email
Category
Subcategory
Compliance Method
6200 Troup Hwy
Tyler, TX 75707
(903) 730-4602
kirk.beason@irco.com
Kirk Beason
kirk.beason@irco.com
Structural Components
Anchors
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect N me who developed Frank L. Bennardo, P.E.
the Evaluation Report
Florida License PE -0046549
Quality Assurance Entity Intertek Testing Services NA, Inc.
Quality Assurance Contract. Expiration Date 12/31/2020
Validated By Troy Bishop, P.E.
- Validation Checklist - Hardcopy Received
Certificate of Independence t F119588 RO COI Indeo,pdf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Standard
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2004
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https://floridabuilding.org/pr/pr_app_dtl.aspx7param=wG VXQwIDgitgfrr:GF4(prntOBiti>DEBd'YorBrPF9mRIGoXIAQ4XPnh%2b0%3d%3d
1
)/512C16
http
1
Product Approval Method
Date Submitted
Date Validated
Date Pending FBG Approval
Date Approved
Summary of Products
FL # Model,
19588.1 : Alneric
(Gr`oun
i Limits of Use
Approved for use in HVHZ: Ye
Approved for use outside HV
Impact Resistant: N/A "
Design Pressure: +60/-60
Other:
Florida Building Code Online
Method 1 Option D
12/17/2015
12/17/2015
12/21/2015
02/10/2016
Number or Name Description
n Standard Air Handler Steel Tie -Down Clip System (For Use with Mechanical Units
Mounted) ;et Ground)
Z: Yes
II
19588.2 A1rnerl•an Standard Air Handler
(Roof ounted)
;Limits of Vse t Installation Instructions
Approved for use in HVHZ: Ye. FL19588 RO II Dwg 2.odf
Approved for use outside HV Z: Yes j Verified By: Frank L. Bennardo, P.E. PE -0046549
Impact Resistant: N/A 'Created by Independent Third Party: Yes
Design Pressure: N/A ; Evaluation Reports
Other: See Installation drawing for applicable wind pressure FL19588 RO AE Cval 2..12d1
configurations. Created by Independent Third Party: Yes
19588.3 TRANE X Series Air Handler (Ground' Steel Tie -Down Clip System (For Use with Mechanical Units
Mount • d) !at Ground)
Installation Instructions
F1,19588 RO 11 Dwg.Odf
Verified By: Frank L. Bennardo, P.E. PE -0046549
Created by Independent Third Party: Yes
Evaluation Reports
FL19588 RO AE Eval.pdf
Created by Independent Third Party: Yes
Steel Tie -Down Clip System (For Use with Mechanical Units
at Roof)
• Limits of Use i .Installation Instructions
I
Approved for use in HVHZ: Ye FL19588 RO II Dwg 3.ndf
Approved for use outside£HV Z: Yes I Verified By: Frank L. Bennardo, P.E. PE -0046549
i Impact Resistants N/A i ' Created by Independent Third Party: Yes
Design Pressure: +60/-60 i Evaluation Reports
Other: i F_f j9588 RO AF Eval 3.rl
i ; Created by Independent Third Party: Yes
19588.4 i IRAN: X Series Air Handler (Roof !Steel Tie -Down Clip System (For Use with Mechanical Units
Mpunt d) at Roof)
T.
:Limits of Use : Installation Instructions
Approved for use in HVHZ: Y=s ! FL19588 RO 11 Dwd 4,odf
Approved for use outsicielHV Z: Yes i Verified By: Frank L. Bennardo, P.E. PE -0046549
I Impact Resistant: N/A i ' Created by Independent Third Party: Yes
Design Pressure: N/A ; Evaluation Reports
Other: See Installation drain for applicable wind pressure ; FL19588 RO AF. Eve' 4.00
configurations. w ; Created by Independent Third Party: Yes
•
The State of Florida Is an AA/E50
Under Florida law, email addresses are p
mall to this entity. Instead, contact t
455.275(1), Florida Statutes, effective 0
one. The emalls provided mayltie use
personal address, please provide the Dep
://iloridabuilding.orglpr/pr_app dtl.aspx?param=wGEVX
. ll .
1
Contact Us : • 7601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-467-1824
mployer, Copyright 2007.2013 State of Florida :: privacy Statement :: Accessibility Statement :; Refund Statement
blit records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
a office by phone or by traditional mall. If you have any questions, please contact 650.467.1395. *Pursuant to Section
ober 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have
for official communication with the licensee. However email addresses are public record. if you do not wish to supply a
rtment with eifyemiil.4jldr $ hick n be made available to the public. To determine If you are a licensee under Chapter
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