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PERMIT DOCUMENTS NFDIBOJDBM HmbttI!2301703132 Eligible for Federal Tax Credit BQQSPWFE NFDIBOJDBM HmbttI!2301703132 AHRI Certified Reference Number : 10259481Date : 09-09-2021Model Status : Active AHRI Type : RCU-A-CB (Split System: Air-Cooled Condensing Unit, Coil with Blower) Series : ELITE EL16XC1 SERIES Outdoor Unit Brand Name : LENNOX Outdoor Unit Model Number (Condenser or Single Package) : EL16XC1-047-230A** Indoor Unit Model Number (Evaporator and/or Air Handler) : CBA27UHE-048-230*+TDR 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. 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 AHRI 210/240 with Addendum 1, 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 : 47000 SEER : 16.00 EER (A2) - Single or High Stage (95F) : 13.00 †"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. Ratings that are accompanied by WAS indicate an involuntary re-rate. The new published rating is shown along with the previous (i.e. WAS) rating. EJTDMBJNFS xxx/bisjejsfdupsz/psh UFSNT!BOE!DPOEJUJPOT DFSUJGJDBUF!WFSJGJDBUJPO xxx/bisjejsfdupsz/pshWfsjgz!Dfsujgjdbuf 132756754264483220 2021 TechnicalEvaluationReport DIVISION: THIS DOCUMENT CONTAINS (15) PAGES. THE FIRST PAGE MUST BEAR AN ORIGINAL SIGNATURE & SEAL OF THE CERTIFYING PE TO 160SW12 TH A VE S UITE 106,D EERFIELD B EACH,FL33442 BE VALID FOR USE. COPIES NOT VALID FOR PERMIT. (954)354-0660|E NGINEERING E XPRESS.COM (Subject to Renew May1, 2022 or next code cycle) Lennox Merit Series, Elite Series, & Dave Lennox Signature Collection TER-20-32211 EVALUATIONSUBJECT: Florida Building Code Sixth & Seventh Editions (2017 & 2020) REPORTHOLDER: International Building Code (2012,2015 & 2018) LENNOX INDUSTRIES 2100 LAKE PARK BLVD RICHARDSON, TX75080, USA 1-866-953-6609| WWW.LENNOX.COM SCOPEOFEVALUATION(compliancewiththefollowing codes): THIS IS A STRUCTURAL (WIND) PERFORMANCEEVALUATION ONLY. NO ELECTRICAL OR TEMPERATUREPERFORMANCE RATINGS OR CERTIFICATIONSARE OFFERED OR IMPLIED HEREIN. NOTE: THE GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR This Product Evaluation Report is being issued in accordance with the ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER IN APPEARANCE. requirements of the International Building Code (2012, 2015, & 2018) and the Florida Building Code Sixth& SeventhEditions(2017 & 2020) per OPTIONS: ASCE7, FBC Building Ch. 16, FBCBuildingSection 104.11, FBC Existing This evaluation is valid for all Lennox Merit, Elite, and Dave Lennox Building Sections 707.1 and 707.2, FBC Residential M1202.1and M1301.1, Signature Collection units described herein. Any structural changes FMC 301.15, FS 471.025, and Broward County Administrative Provisions outside of the design as described herein would void this certification. 107.3.4.The product noted onthis report has been tested and/or evaluated as STRUCTURAL PERFORMANCE: summarized herein. Models referenced herein are subject to the following design limitations: IN ACCORDANCE WITH THESE CODES EACH OF THESE REPORTS MUST BEAR THE ORIGINAL SIGNATURE & RAISED Maximum Rated Wind Pressures*: SEAL OF THE EVALUATING ENGINEER. ± 148 psf Lateral, 117 psf Uplift SUBSTANTIATINGDATA: ProductEvaluationDocuments -Required design pressures shall be determined on a site-specific basis Substantiating documentation has been submitted to provide this TER and is in accordance with ASCE 7 and applicable sections of the building summarized in the sections below. code(s) being referenced in accordance with ASD methodology. StructuralEngineeringCalculations -Required design pressures shall be less than or equalto the maximum Structural engineering calculations have been prepared which evaluatethe pressures listed herein. -*Maximum Rated Wind Pressuresindicate the maximum pressures product based on rational analysis to qualify thefollowing design criteria: that all units listed herein are approved for. Valid for at-gradeand Maximum unit dimensionsand weight range certified herein rooftop applications.See limitations herein. Maximum allowable lateral and uplift pressures certified herein -Site-specific wind analysis may produce alternate limitations provided Tie-down clip/strapconfiguration and anchor spacing maximum rated wind pressures stated herein are not exceeded. Anchor capacity for various substrates Calculation summary is included in this TER and appears below. NOTE: No VISITECALC.IO/32211 33% increase in allowable stress has been used in the design of thisproduct. FOR ENGINEER CERTIFIED ORIGINALS & MORE INFORMATION ABOUT THIS DOCUMENT OR SCAN INSTALLATION: THE QR CODE TO THE RIGHT > The product(s) listed above shall be installed in strict compliance with this TER VISITENGINEERINGEXPRESS.COM/STOREFOR & manufacturer-provided model specifications. ADDITIONAL PLANS, REPORTS & RESOURCES The product components shall be of the material specified in the manufacturer- provided product specifications.Allfasteners and anchors shallbe installed in ORIGINAL SIGNATURE AND RAISED SEAL accordance with the applicable provisions specified herein in addition to the OR DIGITAL SEAL REQUIRED TO BE VALID PER CODE: anchor/fastenermanufacturerspublished installation instructions. LIMITATIONS&CONDITIONSOFUSE: Use of this product shall be in strict accordance with this TER as noted herein. Adjustment factors noted herein and the applicable codes must be considered, ______________March 26, 2021________________ where applicable. Installation shall conform to the minimum standards stated VALID ONLY FOR ZIP CODE: 33436 in the referenced building code(s) in addition to tie-down details and limitations Frank Bennardo, P.E., SECBIf Checked, Certifying VALID ONLY FOR: Central Comfort AC stated herein.See final page for complete limitations & conditions of use. E NGINEERING E XPRESS®Engineer and PE # FOR PERMIT USE WITHIN 14 DAYS OF DIGITAL SEAL PE0046549 CA-9885 FL PE #0046549 FLCA #9885Appear Above UNIT CASINGMATERIALS: Unit casing materials and fasteners are dependent on the Product Line. See DIGITAL SEAL NOTICE:IF THIS DOCUMENT IS DIGITALLY SIGNED, THIS SHEET IS PART OF A next page for further descriptions.DIGITALLY SIGNED FILE. IT SHALL REMAIN IN DIGITAL FORMAT, SHALL BE VERIFIED BY ELECTRONIC MEANS, & PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED TERMINOLOGY:SIGNED AND SEALED. VISIT ECALC.IO/DSFOR MORE INFORMATION. PRINTED DOCUMENT NOTICE:IF THIS DOCUMENT IS PRINTED & DOES NOT CONTAIN AN See list of abbreviations on the final page of this report. USE. PHOTOCOPIES ARE NOT PERMITTED FOR USE. Copyright © Engineering Express® All Rights Reserved thththth TheTheTheFBCFBCFBC66& 7& 7& 7Editions (2017 & 2020)Editions (2017 & 2020)Editions (2017 & 2020)dededeffiineneneAPPROVEDAPPROVEDAPPROVEDSOURCE(Section 202)as:independentperson,firmorcorporation,approv edbythebuildingofficial,whoiscompetentandexperiencedinthe BQQSPWFEBQQSPWFE applicationofengineeringprinciplestomaterials,ering Express® professionals meet thecompetency requirements as defined inthe FBC and canseal their work. Engineering NFDIBOJDBM Express® is regularly engaged inconducting and providing engineeringevaluations of single-elementandfull-scale buildingsystemstests. HmbttI!2301703132 ® Lennox Merit, Elite, & Dave Lennox Signature CollectionEngineeringExpress|TER-20-32211 UNIT CASING MATERIALS, CONTINUED Product LineUnit Casing MaterialsFastener Information Unit Base: 18 GA, Fy = 15 ksi min. galv. EDDS steel Top Panel: 18 GA, Fy= 25 ksi min. galv. DDS steel Control Box: 18 Ga, Fy = 30 ksi min. galv. CS Type B steel Control Box Cover, Control Box Bottom (4 Sided Unit): Merit Series 18 Ga, Fy = 20 ksi min. galv. DDS steel Corner Posts, Mullion, Piping Panel: 24 Ga, Fy = 30 ksi min. galv. 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 Unit casing components Control Box: 18 Ga, Fy = 30 ksi min. galv. CS Type B steel are fastened together with #8-18, 1575 lb min. Control Box Cover: 20 Ga, Fy = 20 ksi min. galv. DDS steel tensile strength (ultimate) and 1000 lb Control Box Bottom (4 Sided Unit): 20 Ga, Fy = 25 ksi min. galv. min. shear strength Elite Series CS Type C steel (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. galv. CS Type B steel Unit Base, Top Panel: 18 GA, Fy = 15 ksi min. galv. EDDS steel Control Box, Control Box Cover: 18 Ga, Fy = 30 ksi min. galv. CS Type B steel Dave Lennox Signature Corner Posts, Mullion, Piping Panel: 20 Ga, Fy= 30 ksi min. Collection galv. CS Type B steel Louvered Panels, Coil Guard: 22 GA, Fy = 30 ksi min. galv. CS Type B steel NOTE: See manufacturer for more information on unit construction. BQQSPWFE TH CCC ORPORPORP.OO FCFCFC::160160160SWSWSW12A VENUE S UITE 106,D EERFIELD B EACH,F LORIDA 33442 Page2of 15 NFDIBOJDBM (954)354-0660 | (866)396-9999 | TEAM @E NGINEERING E XPRESS.COM | E NGINEERING E XPRESS.COM HmbttI!2301703132 Copyright © Engineering Express® All Rights Reserved ® Lennox Merit, Elite, & Dave Lennox Signature CollectionEngineeringExpress|TER-20-32211 MODEL INFORMATIONSee Next Pagesfor Additional Models / Product Lines Product Line: Merit SeriesProduct Line: Merit Series UnitUnitUnitUnitUnitUnit Coil Coil Model NumberWidth Depth Height Model NumberWidth Depth Height ProtectionProtection (in)(in)(in)(in)(in)(in) ML14XC1-018*ML14XC1-047* ML14XC1S018*ML16XP1-036* 24.2524.2529.25 14ACX-018*Louver16HPX-036* 32.2532.2533.25 Louver 14ACXS018*16HPX-048* 16ACX-024*14ACX-047* 24.2524.2533.25 16HPX-024*Louver14ACX-060* ML14XC1-024*ML14XP1-042* ML14XC1-024*ML14XP1-042* ML14XC1-036*ML14XP1-042* 28.2528.2529.2532.2532.2537.25 ML14XC1S036*LouverML14XP1-048*Louver 14ACX-024*ML14XP1-048* 14ACXS024*ML14XP1-048* 16ACX-036*14ACX-059* ML14XC1-036*ML14XC1-059* ML14XC1S036*ML14XC1-060* ML16XP1-024*ML14XP1-060* 28.2528.2533.25 Louver ML16XP1-030*ML14XP1-060* 14ACX-042*ML14XP1-060* 32.2532.2543.25 Louver 14ACXS042*ML16XP1-042* ML14XC1-030*ML16XP1-048* ML14XC1S030*ML16XP1-060* ML14XC1-041*16ACX-060* ML14XC1-042*16HPX-060* ML14XC1S042*TSA036S* ML14XC1-048*TSA036S* 24.2524.2529.25 Wire Guard ML14XP1-036*TSA036S* ML14XP1-036*TSA036S* 28.2528.2537.25 Louver ML14XP1-036*TPA036S* 24.2524.2533.25 Wire Guard 14ACX-030*TPA036S* 14ACXS030*TSA042S* 14ACX-036*TSA042S* 14ACXS036*TSA042S* 28.2528.2529.25 Wire Guard 14ACX-041*TSA042S* 14ACX-048*TPA036H* 16ACX-048*TPA036H* ML14XP1-018* MODEL INFORMATION NOTES: All unit net weights shall be between 100 lb and 375 lb. Model numbers, ML14XP1-024* 28.2528.2543.25 Louver dimensions, and weights listed herein are based on information provided ML14XP1-030* by the client. Please contact Report Holder and/or manufacturer for more information. Louver directions may be horizontal of vertical. See herein ML16XP1-018* 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 next page for link to full list of model numbers without asterisks. BQQSPWFE TH CCC ORPORPORP.OO FCFCFC::160160160SWSWSW12A VENUE S UITE 106,D EERFIELD B EACH,F LORIDA 33442 Page3of 15 NFDIBOJDBM (954)354-0660 | (866)396-9999 | TEAM @E NGINEERING E XPRESS.COM | E NGINEERING E XPRESS.COM HmbttI!2301703132 Copyright © Engineering Express® All Rights Reserved ® Lennox Merit, Elite, & Dave Lennox Signature CollectionEngineeringExpress|TER-20-32211 MODEL INFORMATION, CONTINUED See Previous / Next Page for Additional Models / Product Lines Product Line: Merit SeriesProduct Line: Dave Lennox Signature Collection UnitUnitUnitUnitUnitUnit Coil Coil Model NumberWidth Depth Height Model NumberWidth Depth Height ProtectionProtection (in)(in)(in)(in)(in)(in) TSA060S*XP21-024* TSA060S*XP21-036* TSA060S*XP25-024* 28.2528.2533.25 Louver TSA060S*XP25-036* 39.535.537 Louver TPA036H*SL18XP1-024* TPA036H*SL18XP1-030* TSA048S* SL25XPV-024* TSA048S* SL25XPV-036* 28.2528.2537.25 Louver TSA048S*SL18XC1-030* TSA048S*SL18XC1-036* 39.535.541 TPA042H*SL18XC1-042*Louver TPA042H*SL18XP1-036* TPA042H*SL18XP1-042* TPA042H*SL18XC1-024* 32.2532.2537.35 Louver TPA048H*SL18XC1-048* TPA048H*SL18XC1-060* TPA048H*SL18XP1-048* TPA048H*SL18XP1-060* TPA060H*SL25XPV-048* TPA060H*SL25XPV-060* 32.2532.2543.25 Louver TPA060H*SL28XCV-024* TPA060H*SL28XCV-036* SL28XCV-048* MODEL INFORMATION NOTES: SL28XCV-060* All unit net weights shall be between 100 lb and 375 lb. Model 39.535.547 XC21-024* Louver numbers, dimensions, and weights listed herein are based on information provided by the client. Please contact Report Holder XC21-036* and/or manufacturer for more information. Louver directions may be XC21-048* horizontal of vertical. See herein for unit views and definitions of dimensions. Model number characters following the asterisk (*) do XC21-060* not pertain to this structural certification and may be any combination XP21-048* of numbers or characters. All unit net weights shall be between 100 lb XP21-060* VISITECALC.IO/32211 and 375 lb. Model numbers, dimensions, XC25-024* and weights listed herein are based on FOR A LIST OF APPROVED MODEL NUMBERS XC25-036* STATED IN FULL (NO ASTERISKS), OR SCAN XC25-048* THE QR CODE TO THE RIGHT > XC25-060* XP25-048* XP25-060* BQQSPWFE TH CCC ORPORPORP.OO FCFCFC::160160160SWSWSW12A VENUE S UITE 106,D EERFIELD B EACH,F LORIDA 33442 Page4of 15 NFDIBOJDBM (954)354-0660 | (866)396-9999 | TEAM @E NGINEERING E XPRESS.COM | E NGINEERING E XPRESS.COM HmbttI!2301703132 Copyright © Engineering Express® All Rights Reserved ® Lennox Merit, Elite, & Dave Lennox Signature CollectionEngineeringExpress|TER-20-32211 MODEL INFORMATION, CONTINUED See Previous Pages for Additional Models / Product Lines Product Line: Elite SeriesProduct Line: Elite Series UnitUnitUnitUnitUnitUnit Coil Coil Model NumberWidth Depth Height Model NumberWidth Depth Height ProtectionProtection (in)(in)(in)(in)(in)(in) 282731 Louver EL16XC1-018*XC16-024* XP16-024*XC16S024* EL18XCV-024*EL16XP1-018* EL18XCVS024*EL18XCV-048* 3530.545 Louver 282735 Louver EL18XCV-036*EL18XCVS048* EL18XCVS036*EL18XCVS060* EL18XPV-024*EL18XPV-048* EL18XPV-036*EL18XPV-060* EL16XC1-024*EL16XC1-047* EL16XC1-036*EL16XC1-060* EL16XC1S036*XP16-036* 3530.53139.535.535 LouverLouver XC16-036*SPB036H* XC16S036*XP16-048* SSB036H*SPB048H* SSB036H*EL16XP1-036* EL16XC1-036*XC20-024* EL16XC1S036*XC20-036* EL16XC1-041*EL15XP1-042* 39.535.539 Louver EL15XP1-018*EL15XP1-048* 3530.535 Louver EL15XP1-024*XP20-024* EL15XP1-030*XP20-036* EL16XP1-024*XC16-060* EL16XP1-030*XC16S060* XC16-048*SSB060H* XC16S048*SSB060H* EL16XC1-030*XP16-060* EL16XC1-042*SPB060H* 3530.539 Louver EL16XC1-048*EL15XP1-060* 39.535.545 Louver SSB048H*EL16XP1-042* SSB048H*EL16XP1-048* EL15XP1-036*EL16XP1-060* EL18XCV-060* MODEL INFORMATION NOTES: XC20-048* All unit net weights shall be between 100 lb and 375 lb. Model numbers, dimensions, and weights listed herein are based on XC20-060* information provided by the client. Please contact Report Holder XP20-048* and/or manufacturer for more information. Louver directions may be horizontal of vertical. See herein for unit views and definitions of XP20-060* 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. All unit net weights shall be between 100 lb and 375 lb. Model numbers, dimensions, and and 375 lb. Model numbers, dimensions, and BQQSPWFEBQQSPWFE TH CCC ORPORPORP.OO FCFCFC::160160160SWSWSW12A VENUE S UITE 106,D EERFIELD B EACH,F LORIDA 33442 Page5of 15 NFDIBOJDBM (954)354-0660 | (866)396-9999 | TEAM @E NGINEERING E XPRESS.COM | E NGINEERING E XPRESS.COM HmbttI!2301703132 Copyright © Engineering Express® All Rights Reserved ® Lennox Merit, Elite, & Dave Lennox Signature CollectionEngineeringExpress|TER-20-32211 BQQSPWFE TH CCC ORPORPORP.OO FCFCFC::160160160SWSWSW12A VENUE S UITE 106,D EERFIELD B EACH,F LORIDA 33442 Page6of 15 NFDIBOJDBM (954)354-0660 | (866)396-9999 | TEAM @E NGINEERING E XPRESS.COM | E NGINEERING E XPRESS.COM HmbttI!2301703132 Copyright © Engineering Express® All Rights Reserved ® Lennox Merit, Elite, & Dave Lennox Signature CollectionEngineeringExpress|TER-20-32211 FORCES SUMMARY Long Side (Width x Height)Short Side (Depth x Height) Max. Cabinet Wind Pressure Max. Max. Max. Max. Max. Max. Uplift TypeLateral (Uplift) Sliding Overturning Tension Sliding Overturning Tension Force ForceMomentper SideForceMomentper Side ± 67 psf (0 psf)16828.0 lb-in13108.4 lb-in 863.8 lb630.3 lb776.3 lb331.9 lb0.0 lb ± 90 psf (72 psf)33156.4 lb-in33218.3 lb-in 1160.3 lb1241.8 lb1042.8 lb841.0 lb701.1 lb Louver ± 120 psf (95 psf)45235.5 lb-in45810.4 lb-in 1547.1 lb1694.2 lb1390.4 lb1159.8 lb925.1 lb ± 148 psf (117 psf)56578.7 lb-in57665.6 lb-in 1908.1 lb2119.1 lb1714.8 lb1459.9 lb1139.3 lb ± 67 psf (0 psf)12421.6 lb-in12421.6 lb-in 649.0 lb385.2 lb649.0 lb385.2 lb0.0 lb ± 90 psf (72 psf)25624.8 lb-in25624.8 lb-in Wire 871.8 lb794.6 lb871.8 lb794.6 lb520.0 lb Guard ± 120 psf (95 psf)34587.4 lb-in34587.4 lb-in 1162.3 lb1072.5 lb1162.3 lb1072.5 lb686.2 lb ± 148 psf (117 psf)43014.6 lb-in43014.6 lb-in 1433.6 lb1333.8 lb1433.6 lb1333.8 lb845.1 lb FORCES SUMMARY NOTES: All panels were assumed to have 0% porosity for Forces Summary calculations. Calculations were performed according to the information provided by the client and manufacturer-proved unit models. Louver: The louver cabinet type applies to all louver units (See pages 3 through 7 for unit designations). Forces Summary calculations are based on the worst-unit with a net weight of 260 lb. Wire Guard: The wire guard cabinet type applies to all louver units (See pages 3 through 7 for unit designations). Forces Summary calculations are based on the worst-case wire guard unit, which was determined by this office to be a ( of 100 lb. BQQSPWFE TH CCC ORPORPORP.OO FCFCFC::160160160SWSWSW12A VENUE S UITE 106,D EERFIELD B EACH,F LORIDA 33442 Page7of 15 NFDIBOJDBM (954)354-0660 | (866)396-9999 | TEAM @E NGINEERING E XPRESS.COM | E NGINEERING E XPRESS.COM HmbttI!2301703132 Copyright © Engineering Express® All Rights Reserved ® Lennox Merit, Elite, & Dave Lennox Signature CollectionEngineeringExpress|TER-20-32211 BQQSPWFE TH CCC ORPORPORP.OO FCFCFC::160160160SWSWSW12A VENUE S UITE 106,D EERFIELD B EACH,F LORIDA 33442 Page8of 15 NFDIBOJDBM (954)354-0660 | (866)396-9999 | TEAM @E NGINEERING E XPRESS.COM | E NGINEERING E XPRESS.COM HmbttI!2301703132 Copyright © Engineering Express® All Rights Reserved ® Lennox Merit, Elite, & Dave Lennox Signature CollectionEngineeringExpress|TER-20-32211 IN ALL CONDITIONS IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WITHSTANDING THE RATED GRAVITY, LATERAL, AND UPLIFT FORCES BY SITEWITHSTANDING THE RATED GRAVITY, LATERAL, AND UPLIFT FORCES BY SITEWITHSTANDING 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 EXPRESSED OR IMPLIED, IS OFFERED BY ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN EXPRESSED OR IMPLIED, IS OFFERED BY ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS INCURRED BY THIS UNITFORCE LOADS INCURRED BY THIS UNITFORCE LOADS INCURRED BY THIS UNIT.. BQQSPWFE TH CCC ORPORPORP.OO FCFCFC::160160160SWSWSW12A VENUE S UITE 106,D EERFIELD B EACH,F LORIDA 33442 Page9of 15 NFDIBOJDBM (954)354-0660 | (866)396-9999 | TEAM @E NGINEERING E XPRESS.COM | E NGINEERING E XPRESS.COM HmbttI!2301703132 Copyright © Engineering Express® All Rights Reserved ® Lennox Merit, Elite, & Dave Lennox Signature CollectionEngineeringExpress|TER-20-32211 BQQSPWFE TH CCC ORPORPORP.OO FCFCFC::160160160SWSWSW12A VENUE S UITE 106,D EERFIELD B EACH,F LORIDA 33442 Page10of 15 NFDIBOJDBM (954)354-0660 | (866)396-9999 | TEAM @E NGINEERING E XPRESS.COM | E NGINEERING E XPRESS.COM HmbttI!2301703132 Copyright © Engineering Express® All Rights Reserved ® Lennox Merit, Elite, & Dave Lennox Signature CollectionEngineeringExpress|TER-20-32211 BQQSPWFE TH CCC ORPORPORP.OO FCFCFC::160160160SWSWSW12A VENUE S UITE 106,D EERFIELD B EACH,F LORIDA 33442 Page11of 15 NFDIBOJDBM (954)354-0660 | (866)396-9999 | TEAM @E NGINEERING E XPRESS.COM | E NGINEERING E XPRESS.COM HmbttI!2301703132 Copyright © Engineering Express® All Rights Reserved ® Lennox Merit, Elite, & Dave Lennox Signature CollectionEngineeringExpress|TER-20-32211 BQQSPWFE TH CCC ORPORPORP.OO FCFCFC::160160160SWSWSW12A VENUE S UITE 106,D EERFIELD B EACH,F LORIDA 33442 Page12of 15 NFDIBOJDBM (954)354-0660 | (866)396-9999 | TEAM @E NGINEERING E XPRESS.COM | E NGINEERING E XPRESS.COM HmbttI!2301703132 Copyright © Engineering Express® All Rights Reserved ® Lennox Merit, Elite, & Dave Lennox Signature CollectionEngineeringExpress|TER-20-32211 BQQSPWFE TH CCC ORPORPORP.OO FCFCFC::160160160SWSWSW12A VENUE S UITE 106,D EERFIELD B EACH,F LORIDA 33442 Page13of 15 NFDIBOJDBM (954)354-0660 | (866)396-9999 | TEAM @E NGINEERING E XPRESS.COM | E NGINEERING E XPRESS.COM HmbttI!2301703132 Copyright © Engineering Express® All Rights Reserved ® Lennox Merit, Elite, & Dave Lennox Signature CollectionEngineeringExpress|TER-20-32211 BQQSPWFE TH CCC ORPORPORP.OO FCFCFC::160160160SWSWSW12A VENUE S UITE 106,D EERFIELD B EACH,F LORIDA 33442 Page14of 15 NFDIBOJDBM (954)354-0660 | (866)396-9999 | TEAM @E NGINEERING E XPRESS.COM | E NGINEERING E XPRESS.COM HmbttI!2301703132 Copyright © Engineering Express® All Rights Reserved ® Lennox Merit, Elite, & Dave Lennox Signature CollectionEngineeringExpress|TER-20-32211 TERMINOLOGY (CONTINUED): Ø clarifications, please contact this office. LIMITATIONS & CONDITIONS OF USE (CONTINUED): Use of this product shall be in strict accordance with this TER as noted herein.The supporting host structure shall be designed to resist all superimposed loads as determined by others on a site-specific basis as may be required by the authority having jurisdiction. Host structure conditions which are not accounted for in this product-specific basis by a registered Professional Engineer. No evaluation is offered for the host supporting structure by use of this document. Adjustment factors noted herein and the applicable building codes must be considered, where applicable. All supporting components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Fasteners must penetrate the supporting members such that thefull length of the threaded portion is embedded within the main member. This evaluation does not offer any evaluation to meet large missile impact debris requirementsunder any circumstance. Allof the wind resisting exterior panels individually meet orexceed their capacity to resist the design wind loads as stated in the calculations as required by the FBC. Due to the indeterminate nature of these units, distortion and deflection cannot be accurately evaluated, but with diaphragm action of external components and internal stiffeners, the base unit has the capacity to withstand these forces with individual external parts being contained. Inspections shall be implemented during annual equipment maintenance or after a named storm; all fasteners and cabinetcomponents are to be verified, and all damaged, loose, corroded and/or broken fasteners and cabinet components shall be replaced to ensure structural integrity against hurricane wind forces. Contact this office for any reevaluation needs as designated by the Authority Having Jurisdiction. RemarksDrawnCheckedDate Initial Issue(20-29015 Master Project)EPRRWN10/30/20 Add Model NumbersEPREPR03/26/21 BQQSPWFE TH CCC ORPORPORP.OO FCFCFC::160160160SWSWSW12A VENUE S UITE 106,D EERFIELD B EACH,F LORIDA 33442 Page15of 15 NFDIBOJDBM (954)354-0660 | (866)396-9999 | TEAM @E NGINEERING E XPRESS.COM | E NGINEERING E XPRESS.COM HmbttI!2301703132 Copyright © Engineering Express® All Rights Reserved Djuz!pg!Cpzoupo!Cfbdi!Cvjmejoh!EjwjtjpoDjuz!pg!Cpzoupo!Cfbdi!Cvjmejoh!EjwjtjpoDjuz!pg!Cpzoupo!Cfbdi!Cvjmejoh!Ejwjtjpo 211!F!Pdfbo!Bwf211!F!Pdfbo!Bwf211!F!Pdfbo!Bwf BQQSPWFE Cpzoupo!Cfbdi-!GM!44536.1421 Sfnzt!2301803132 ............................................................................ 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