HomeMy WebLinkAboutENGINEERING, AHRIENGgNEE}�i�1G
ENGINEERING
coM 1(866) 396-9999
CORP. OFFICE: 160 SW 12TH AVE SUITE 106,
DEERFIELD BEACH, FL 33442
REPORT HOLDER;
YORK INTERNATIONAL CORP.
5005 YORK DRIVE
NORMAN, OK
(405) 364-4040 1 YORK.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 qRE OFFERED OR IMPLIED
HEREIN.
technical Eval
tion Report
DIVISION: 23 08 oo—i�OMMISSIQNING OF HVAC
THIS DOCUMENT CONTAINS (4) PgGES: TH,E FfRST PAGE MUST BEAR
AN
ORIGINAL SIGNATURE & SEAL OF THE CERTIFYING PE TO BE VALID FQ
(SUbject to Renew Judy I j 2Q22 or next code cycle change) RUSE
womb.—. .
ThisIII Product evaluation Report is being issued in accordance with the
requirements of the Florida Building Code Seventh Edition (2020) per
FBC Section 104.111 FMG 301,15, FBC Building Ch. 16, ASCE-7, FBC
Existing Building sections 701.1, 706.6.1, FBC Building 1522.2, and FBC
Residential M1202.1, M1301.1, FS 471.025, including Broward County
Administrative Provisions 107.3.4. This Report is also in accordance with
the international Building Code (2012, 20153 & 2018). The product noted
on this report has been tested and/or evaluated as summarized herein.
IN ACCORDANCE WITH THESE COPES EACH OF THEE
REPORTS MUST BEAR THE ORIGINAL SIGNATURE & RAISED
SEAL OF THE EVALUATING ENGINEER,
SUBSTANTIATING DATA:
° Product Evaluation Documents
Substantiating documentation has been submitted to provide this TER and
is summarized in the sections below.
• Structural Engineering Calculations
Structural engineering calculations have been prepared which evaluate the
product based on comparative and/or rational analysis in combination with
test report #1029.01-15 by American Test Lab of South Florida to qualify
the following design criteria:
* Maximum allowable unit panel wind pressure connection
integrity for lateral and uplift pressures
• Maximum allowable lateral and uplift pressures for rooftop
and at grade file -down applications.
Calculation summary is included in this TER and appears below.
NOTE: No 33% increase in allowable stress has been used in the
design of this product. Microsoft Excel was used to carry out the
calculations present in this report.
INSTALLATION:
The product(s) listed above shall be installed in strict compliance with this
TER & man ufactu rer-provid ed model specifications.
The product components shall be of the material specified in the
manufacturer-provided product specifications. All screws mush be installed
in accordance with the applicable provisions & anchor manufacturer's
published installation instructions. Installation shall follow curer
specifications as well as the information provided herein.
LIMITATIONS & CONDITIONS OF USE:
Use of this product shall be in strict accordance with this TER as noted
herein. See fins( page for complete limitations and conditions of use
OPTIONSO-
This evaluation is valid for the following York international Corp. unit
models listed herein:
FINISK,
Baked enamel.
Florida Building C rin
Seventh Edition Zo o
Intemational Building
Cove , 2 1 � & 2018)
.. MiArrrl L DEPICTIONS IN THIS REPORT ARE FOR ILLUSTRATIVE
PURPOSESLID I III~'
Q�oPj:f
This document certifies the condenserIfrt rted in Table I on sheet 2 for
wind certification and host fie�down ire
Maximum Unit Dimensions: (38. " _'--
H)
**SEE TABLE I ON SHEET 2 FOR L1,3T OF APPROVED UNIT
MODELS
STRUCTURAL PERFORMANCE:
Models referenced herein are subject to the following design limitations:
Maximum Rated Wind Pressures":
(GROUND) ± 50 psf Lateral, 39 psf Uplift
(ROOF) ± 126 psf Lateral, 100 psf Uplift
UNIT CABINET Ass Y
All unit cabinetry shall be assembled
specifications. All cabinetry panels shall be as specified herein and all screws
shall be #8 min SAE Grade 5 unless note
otherwise.
UNIT INSTALLATION TO H00M':
The attachment of the units to the host structure shall be installed according
to the information provided herein on sheet 3.
V�SIT ECALC,10/35109
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Y FOR ZIP CODE: 33069
� � �•_�.
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� a�Ft�rl�'ci} �C�GFS �r Th},��
ConditioningAppliance Inc Frank
FOR PERMIT USE WITHIN 14 DAYS F r`�-� }��i��F���E� � �;4� � ��.��Bennardo
DIGITAL SEAL ��.�-.��#���.,,:: _ _r.• ��. Date: 2 '1. . 1
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PE0046549 CA-9885 -Q41
rge—nna--rdo-
PCertifying11 I Checked
ENGINEERING EXPRESS@ Engi
neer and PE #
FL PE #0046549 FLCA
DIGITAL SEMI. IV1"IE: IF THIS DOCUMENT IS DIGITALLY SIGNED, THIS STET
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a
% G 01 defines APPROVED SOURCE (Section g s: 'An independent person, firm or corporation rived b tl�e .}AN
engineering principles to r eds, rr�et ods o - systems r pp y building official, who is competent ens! experienced
Engineering Express@ professionals meet the competency requirementsdefined in the F and can � �� �n the a�xpre er0 of
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YORK INTERNATIONAL CORPO -m- YFE, YCE & YCG
UNITS
PRODUCT INSTALLATION
Engineering Express".'
I TERm20m3510.9
"� ft
AC!5zAND
pr
3'LX3* Or 11XV Awm..-44i lord MAX,�*",
ANGLE. SHALL B I T HE-rx. "m +s
STAND PER INOAS 1-:_
1' * A;,
TO TOE..►
T U L*' P CORNER.
TOTAL). SSE DETAIL 21.1php �O
ALTERNATE
W CROSS VEMBER is NoIr
SEW D}
CLIP OPTION
i 4ROOFTOP STAND
.I.k: tTS
,.F ' U +w • RAT -
{` ik_`3X51
%t= c�N c. B x dr
OTHERS
3
LTERNATF C1IP
R 5,. DETAIL, #
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AS f"11
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CUPS PAR,
COYNECTION ' PE
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5 C k E V*1 MM6..1p DER CLIP
Ale DIFFER E -EN'.) G
MANE _ DESIGN
'ASi � I'
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ALTERNATE CLIP LOCATION
;ROOFTOP STAND INSTALLATION
SECTION V1 ,%
sex R
INSTALLATION) IN rr wr D-,rH
UtfqtT PER
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USED IN CON.WW7710N W1�': I
THIS DRAAlIN4.
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ArIKOVAi. L -73 1 ;
W0 S 5 L r V RAN"#.LNG 5 CR E �VS P R
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MINIMUM &EOGE�- 01,51' AND
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(AT GRADE INSTALLATION
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HOST EJ S .F
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CLIP LOCATION FOR UNITS WITH
5 CHAMFEREDCORNER CONDITION
rCATS PLAN VIEW
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Checked I Date
FLB E ll1
RWN I 4/21
CORP OTC. 160 SW 12TH AVENUE SUITE 106,, DEERFIELD BEACH, FLORIDA 33442 Page 3 of 4
(954) 354-06601(866) 396-9999 1 ENGINEERINGExPRESS. COM I TEAM@ ENGINEERINGExPRESS.COM
YORK INTERNATIONAL CORP. - YFE, YCE & YCG UNITS
ineering �.� : �psi'
I TER— 20mn35109
APPENDIX A: DESIGN WIND PRESSURE GUIDE
MaX6 Ult. Max. M !H Required Design
Wind
(Roof Exposure Wind Pressures (A)
Speed Category
(cult
Height) Lateral uplift
Pressure Pressure
At -Grade C 26 psf 1 psf
(0 ft D 31 psf psf
psf 53 psf
D 75 psf 59 psf
76 psf 60 psf
psf 67 psf
At -Grade C 40 psf 3 f
(Oft)D 49 psf 3* psf
175 mph 10
117 psf 3 psf
119 sf 94 psf
200 ft
At -Grade C 46 psf psf
(0 ft f 4 f
17 psf 93 psf
186 mph 100 ft
D
0 ft
;-� lwnrzf
■../ i
r indicates a design wind pressure that is not
- - ------ approved for use by this evaluation. Seek
additional engineering or contact this office
for design solutions.
is desfgn pressure guide is for reference only and shall be approved for
use by the Authority having Jurisdiction AH . if the design pressures listed in this guide
are not used, required design pressures shall be calculated on a site -specific basis by
others. For site -specific scenariosclassified as Exposure Cate �B, the required design
pressures stated for Exposure Category C in the above guide shall be used or design
pressures shall be calculated separately. For heights and parameters beyond the above
values, es, consult with an engineer for a site -specific analysis.
The required ASD design pressures listed in the above guide were calculated based on
the parameter's fisted below. The project design professional or permitting contractor shall
verify that the site -specific conditions are equal to or less than the design parameters
listed below.
*Note: Per the codes and standards referenced herein, is tion l for r hani
upliftf I
equipment at -grade. At the discretion of the AHJ, uplift may be taken as 0 psf or as the
value fisted in the guide.
-Grade f M aired Design pressures:
o ASC "Design Wind Loads: Other Structures
Structure Shape = Square., flat terrain
o Height of structure (unit + stand or curb, if used) = 6 ft max.
o Width of unit = 1 ft miry., Depth of unit W 1 ft min.
Uplift Pressure - Lateral pressure x 1.5 . if considered)
Rooftoo (>1 5. ft Mil Required Desian Pressures:
ASC 7 "Design Wind Loads: Other Structures:
Rooftop Structures and Equipment for Buildings"
s"
o Structure Shape = Square, flat terrain
up to 7 ft, where z = height of stand or curb + Yz unit height
o Lateral GCf = 1. o; Uplift GCf = 1.50
VISOR ECALC.10/FORCES
FOR HELP DETERMINING DESIGN
PARAMETERS AND TO SEE MORE EXAMPLES,
OR SCAN THE QR CODE TO THE RIGHT
UNIT REACTIONS FROM WIND GUIDE DIRECTIVE: This aide is intended for use � project � '
. , � feet design professional. Design parameters shall bid all
specifications and limitations stated in this report. Design Professional shall consider all forces including seismic
and snow loads per governing building codes. Unit reactions obtained from this guide shall be verified by a
registered Professional sional Engineer. Reactions are applicable for unit -to -host connections refy . Sample calculations
D/ 2
..- -- are provided below.
De�Wn. Parameters:
Lateral wind Pressure, P-lat - Uplift wind Pressure, P u
- ---� -- Unit Height, H - Unit Depth,
- Unit width, W Unit Weight, vet
- Support Spacing across Depth, sd Support Spacing across Width sir
L
Unit Reaction tin :
Long side (Width Height): shirt Side Wt(Depth x Height):
Sliding Force, L - iat x v x H � �f[dfn � -
i rc , L P fat x D x H
Uplift ift Force, = f u
* p x W x D - Uplift Force, U= P.up x W x I
sd Total Tension per Long Side ^ Total Tension per Short Side
L x H/2 + U x sd/2 - Wt x 0.6 xsd sd L x H2+ U xsd -Wtx 0.6 x sd2 sw
}
Example; A (48" W x 36" D x 2" H , 250 lb net weight unit at wind pressures of 120 psf lateral and 9 psf uplift, on �4rde roof stand,
shall have the following unit reactions:
p p
Long Sid _ lid Hei-ciht
1. Sliding Force, L= P fat x W x H
(120 psf) x (48 in) x (42 in) x (1 inz! 144 ftz) = 1680 lb
2. Uplift Force, U - P up x W x D
_ (95 pso x (48 in) x (36 in) x (1 in21144 ftz) - 1140 lb
3, Total Tension per Long Side
= (Lx HI2+ U xsd12-Wtx 0.6xsd/2 }!sd
� (1680 Ib x 42/2 in) + (1140 lb x 24l2 in) --
(250 lb x 0.6 x 24/2 in)) / 24 in = 1965 lb
Short Side-Mepth x Hei-3ht):
1. Sliding Force, L = Plat x D x H
_ (120 psf) x (36 in) x (42 gin) x (1 in 144 ft2) =1260 lb
2. Uplift Force, U = P up x UV x D
(95 psf) x (48 in) x F36 in} x (1 in 144 ft2) = 1140 Ib
3. Total Tension per Short Side =
=(LxHl2+Uxsdl2-WtxO.6xsd12}!sw
(1260 lb x 42/2 in) + (1140 lb x 24/2 in)-
(250 Ib x 0.6 X 24/2 !ii) } / 48 in = 1446 Ih
IN ALL CONDITIONS IT 15 THE RESPONSIBILITY OF THE PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WITHSTANDING THE
RATED GRAVITY, LATERAL, ADD 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,
CORP OFC.N 1.60 SW 12TH AVENUE QUITE 106, ❑EEFtFIELp BEACH, FLORIDA 33442 Page 4 of 4
(954) 354-06601(866) 396-9999 I ENGINFFRTNr-.FYPr2F=Cr, C'f1M ITFnnnrnlFnirTCv�.,r�. �.,..
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