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MC-06-22-1526Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: MC-06-22-1826 Permit Type: Mechanical - Residential Work Classification: A/C Replacement Permit Status: Approved Issue Date:06/22/2022 Expiration:12/22/2022 Location Address Parcel Number 9050 PARK DR, Miami Shores, FL 33138 1132060400020 Contacts DIANE BUTLER Owner DIRECT AIR CONDITIONING INC Contractor 9050 PARK DR, MIAMI SHORES, FL 331383158 JUAN SOTOLONGO 12200 SW 129 CT 12200, MIAMI, FL 33186 Business: 3055962666 erwin@directac123.com Ins ection Re uests Descri tion: AC CHANGE OUT p Valuation: $ 15,190.00 Total Sq Feet: 0.00 �r+ P i h"�3J,� IT iT4s 5tu .�-a-a�tl Fees Amount Application Fee - Other $50.00 CCF $9.60 DBPR Fee $7.97 DCA Fee $5.32 Education Surcharge $3.20 Permit Fee $481.65 Scanning Fee $9.00 Technology Fee $13.29 Total: $580.03 Payments Date Paid Amt Paid Total Fees $580.03 Credit Card 06/15/2022 $50.00 Credit Card 06/22/2022 $530.03 Amount Due: $0.00 Building Department Copy 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 forr ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVyT: i certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws reguljpting constru on and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized SdAture: Owner / Applicant / Contractor / Agent June 22, 2022 0e , NVO Date Page 2 of 2 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 D TOV JUN 15 P022 I U F BC 20 BUILDING Master Permit PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING O rECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP - R CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores /'�Coun : Miami Dade zip: b 31 3 Folio/Parcel#: 1 1" 3��10 - 0 o -co Is the Building Historically Designated: Yes _ NO Occupancy Type: Load: Construction � Type: _Flood Zone: SFE: FFE: OWNER: Name (Fee Simple Tit holdfer):fi ,[\� il1. 1'I n— � phone#: Address: — City: ��l ' �I/YG� State: _ Zip: 33 1 3 g Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: r `� (/1 O,ONv� lus O/kj Address: S V City: %\ill �, ��,1.. State: ` Zip: 31\ Qualifier Name: Phone#: State Certification or Registration #: C C 1 0 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Q Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace El Demolition Description of Work: .^ Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 53 o _03 (Revised02/24/2014) _Q I - _ 1 i -..J-e i s � 1 4• l i , .. . ``t� ••� a.� � � ''� 't - tom: tp F•,�� ..._�. �� � j� � ._..._. - -- - • r�i'.J�, ••` !/ .t •-ter ��__'.'J-. 5-' - _. • ,-tc _ - .. _ - ..... .. 3�.. _ -. _ - �`--T.�} i.._�� fit. •j�t_V - � - Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... . OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with 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 $1500, 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 cement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is iss ed. In the bsence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. / /J 11 A�e' Signaturii;' 1 �`-'L'c' OWNER or AGENT The foregoing instrument was acknowledged before me this %1 day of 20 2�2 by &Rb'l who is p y k to me or who has produced as identification and who did take an oath. NOTARY PU1�' Sign: Print: O a✓Za 'C Seal: e 17AI7AI F7 APPROVED BY HH The foregoi g iristrurdgnt w S acknowledged before me this ay of 20 by v' who is p on sn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: X. II Print: 2 9 Z8� Z% Seal: ..e.7:fl.,. JOSE GONZALEZ Pans Examiner :\Vwstructural Review Zoning Clerk (Revis 02/24/2014) t Miami Shores Village Building Department Zoning Dept. Date Building Dept. Date Subject to compliance With all Federal, State and County rules and regulations. Permit# A a` Z- I ` - AIR CONDITIONING REPLACEMENT DATA CITY Mia Qnve Fe YBuil ng1005 Miami Shores, Florida 33138 Tel: (30S) 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): '7p ��y City: Miami Shores Village County: Miami Dade Zip Code: ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means: YES ❑ NO �—ARHI Sheet Attached: YES h NO ❑ Contract Attached: YES ❑ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER 64. AHU or PKG. UNITMODEL# 060 MA,UO COND. UNIT MODEL# 0 0 (, KW HEAT L.0 NOM TONS h AHU CU PKG 1) M.C.A AH5J2 CL6Vfl PKG AHU 10CU OPKG 2)M.O.P AHU40CUSO PKG AHU CU PKG 3)VOLTS AHU Cu PKG PKG UNIT / / PKG UNIT EER/SEER YES NO REPLACING DUCTS YES YES NO REPLACING THERMOSTAT YES7 NO YES NO NEW 4"CONCRETE SLAB YES NO YES NO NEW ROOF STAND YES YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3. Voltage of Circuit-( 4. Size Disconnecting Contractor's C mp //I State Certificate r l i, signature) Phone: 3JS' S4 Cf A4110 of Competency No. 7� i. t'1! ii �" - '_-. '1 .1., :::.•ii.jiri� !tt + -A. is � � _ ,- • - -I - _. � 1 r1 ,��� .� � ' A Certificate of Product Ratin AHRI Certified Reference Number: 201924710 Date: 05-18-2022 Model Status : Active AHRI Type: RCU-A-CB (Split System: Air -Cooled Condensing Unit, Coll with Blower) Series: ELITE XC20 SERIES Outdoor Unit Brand Name: LENNOX Outdoor Unit Model Number (Condenser or Single Package) : XC20-048-230A" Indoor Unit Model Number (Evaporator and/or Air Handler) : CBA38MV-060-230`+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 - 2017 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), bhlh : 45500 SEER: 19.00 EER (A2) - Single or High Stage (95F) : 12.50 f"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."Productlon Stopped" Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. 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 "lid only for models and configurations listed In the directory at www.ahridlrectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for Individual, personal and AN 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, ArmW personal and Confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION a REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.ahridirectory.org, click on "Verify Certificate" link we 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 listed at bottom right. ©2022AIr-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 132973630937668015 �� ENGINEERING Technical Evaluation Report -- DIVISION: 23 08 00 — COMMISSIONING OF HVAC ENGINEERINGEXPRESS.COM 1 (866) 396-9999 FL 37637.2 CORP. OFFICE: 160 SW 12TH AVE SUITE 106, THIS DOCUMENT CONTAINS (15) PAGES. DEERFIELD BEACH, FL 33442 LennoxEVALUATION SUBJECT: & Dave Lennox SignatUre CollectionTER-20-32211 REPORT HOLDER: Florida Building Code Seventh Edition (2020) LA INDUSTRIES 2100 LALENNOX • �� Isiah2100 LAKE PARK BLVD RICHARDSON, TX 75080, USA 1-866-953-66091 WWIN.LENNOX.COM SCOPE OF EVALUATION (compliance with the following codes): THIS IS A STRUCTURAL (WIND) PERFORMANCE EVALUATION ONLY. NO ELECTRICAL OR TEMPERATURE PERFORMANCE RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED HEREIN. This Product Evaluation Report is being Issued in accordance with the requirements of the Florida Building Code Seventh Edition (2020) per ASCE 7, FBC Building Ch. 16, FBC Building Sections 104.11 & 1522.2, FBC Existing Building Sections 707.1 & 707.2, FBC Mechanical 301.15, FBC Residential M1202.1 & M1301.1, FS 471.025, and Broward County Administrative Provisions 107.3.4. The product noted on this report has been tested and/or evaluated as summarized herein. SUBSTANTIATING DATA: • Product Evaluation Documents Substantiating documentation has been submitted to provide this product evaluation and is summarized in the sections below. - Structural Engineering Calculations Structural engineering calculations have been prepared which evaluate the product based on rational analysis to qualify the following design criteria: • Maximum unit dimensions and weight range certified herein • Maximum allowable lateral and uplift pressures certified herein • Tie -down clip/strap configuration and anchor spacing • Anchor capacity for various substrates Calculation summary is included in this product evaluation. NOTE: No 33% increase in allowable stress has been used in the design of this product INSTALLATION: The product(s) listed above shag be installed in strict compliance with this product evaluation & manufacturer -provided enclosure model specifications. The product components shell be of the material specified in the manufacturer - provided product specifications. All fasteners and anchors shall be installed in accordance with the applicable provisions specified herein in addition to the anchortfastener manufacturers' published Installation instructions. LIMITATIONS & CONDITIONS OF USE: Use of this product shag be in accordance with this product evaluation 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 required by the Authority Having Jurisdiction. Host structure conditions which are not accounted for in these products' respective anchor schedule shag be designed on a site -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 codes must be considered where applicable. All supporting components which are permanently installed shall be protected against corrosion, contamination, and other damage at all times. UNIT CASING MATERIALS: Unit casing materials and fasteners are dependent on the Product Line. See next page for further descriptions. TERMINOLOGY: See herein for definitions of abbreviations used in this evaluation. NOTE, THE GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER IN APPEARANCE. OPTIONS: This evaluation is valid for all Lennox Merit, Elite, and Dave Lennox Signature Collection units described herein. Any structural changes outside of the design as described herein would void this certification. STRUCTURAL PERFORMANCE: Models referenced herein are subject to the following design limitations: Maximum Rated Wind Pressures": ± 148 psf Lateral, 117 psf Uplift - Required design pressures shall be determined according to the guide shown in the Appendix (see last page of this report) or on a site -specific basis in accordancewith ASCE 7 and applicable sections ofthe building code(s) being referenced in accordance with ASD methodology. - Required design pressures shall be less than or equal to the maximum pressures listed herein. -'Maximum Rated Wind Pressures indicate the maximum pressures that all units listed herein are approved for. Valid for at -grade and rooftop applications. See limitations herein. - Valid inside and outside the High -Velocity Hurricane Zone (HVHZ) - Site -spec wind analysis may produce alternate limitations provided maximum rated wind pressures stated herein are not exceeded. VISIT ECALC.10/32211 go] FOR SITE -SPECIFIC DEVIATIONS & MORE INFORMATION ABOUT THIS DOCUMENT OR SCAN THE OR CODE TO THE RIGHT > VISITER FOR ADDITIONAL PLANS. REPORTS &MRESOURCES - ENGINEER SIGNATURE AND SEAL: Digitally signed by Frank Bennardo Date: 2021.02.09 14:46:56-05'00' -- --ry 9, 2021 Frank Bennardo, P.E., SECB ENGINEERING EXPRESS, FL PE #0046549 FLCA #9885 Lennox Merit, Elite, & Dave Lennox Signature Collection Engineering Express" TER-20-32211 UNIT CASING MATERIALS, CONTINUED Product Line Unit Casing Materials Fastener 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 U nit): 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 Control Box: 18 Ga, Fy = 30 ksi min. galv. C5 Type B steel Unit casing components are fastened together Control Box Cover: 20 Ga, Fy = 20 ksi min. galv. DDS steel With #8-18, 1575 lb min. tensile strength Control Box Bottom (4 Sided Unit): 20 Ga, Fy = 25 ksi min. galv. (ultimate) and 1000 lb Elite Series CS Type C steel min. shear strength (ultimate) SMS. Comer 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. gals. CS Type B steel NOTE: See manufacturer for more information on unit construction. CORP. OFC: 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLowDA 33442 Page 2 of 15 (954) 354-0660 1 (866) 396-9999 1 TEAM@ENGINEERINGExPREss.CDM I ENGINEERINGExPREss.CDM Lennox Merit, Elite, & Dave Lennox Signature Collection Engineering Express I TER-20-32211 MODEL INFORMATION See Next Pages for Additional Models / Product Lines Product Line: Merit Series Model Number Coll Protection Unit Width (in) unit Depth (in) Unit Height (in) ML14XC3-018* Lower 24.25 24.25 2915 ML14XC1S018* 14ACX-018* 14ACXS018* 16ACX-024* 16HPX-024* Louver 24.25 24.25 33.25 ML14XC1-024* Louver 28.25 28.25 29.25 ML14XC1-024* ML14XC1-036• ML14XC1S036* 14ACX-024* 14ACXS024* 16AIX-036* ML14XC1-036* Louver 28.25 28.25 ` 33.25 ML14XC1S036* ML16XP1-024* ML16XP1-030" 14ACX-042* 14ACX50424 ML14XC3-030* Louver 28.25 28.25 37.25 ML14XC1S030* ML14XC1-041* ML14XC3-042* ML14XC1SO42* ML14XC1-048* ML14XP3-036* ML14XP1-036• ML14XP1-036" 14ACX-030• 14ACXS030* 14ACX-036* 14ACX5036* 14ACX-041* 14ACX-048• 16ACX-048* ML14XP1-018" Lower 2a.25 28.25 43.25 ML14XP1-024• ML34XP1-030• ML16XP3-018* Product Line: Merit Series Model Humber Coil Protection Unit Width (in) Unit Depth (in) Unit Height (in) ML14XC1-047* Louver 32.2.5 32.25 3325 ML16XP1-036* 16HPX-036* 16HPX-048* 14AO(-047* 14AIX-060* ML14XP1-042* Lower 32.25 32.25 37.25 ML14XP1-042* ML14XP1-042* ML14XP1-048* ML14XP1-D4s* ML14XP14M* 14ACX-059* ML14XC1-059* Louver 32.25 32.25 43.25 ML14XC1-060* 101-3403-060* ML14XP1-060* ML14XP1-060* ML16XP1.042* ML16XP1-048* ML16XP1-060* 16AO(-060* 16HPX-060* TSA036S* Wire Guard 24.25 24.25 29.25 TSA036S* TSA036S* TSA036S* TPA036S* Wire Guard 24.25 24.25 33.25 TPA036S* TSA0425* Wire Guard 28.25 28.25 29.25 TSA042S* TSA0425* TSA042S* TPA036H* TPA036H* MODEL INFORMATION NOTES: All unit net weights shall be between 100 lb and 375 lb. Model numbers, dimensions, and weights listed herein are based on information provided by the client. Please contact Report Holder and/or manufacturerfor more Information. Louver directions may be horizontal of vertical. See herein for unit views and definitions of dimensions. Model number characters following the asterisk (*) do not pertain to this structural certification and may be any combination of numbers or characters. See next page for link to full list of model numbers without asterisks. CORP. OFC: 160 SW 12m AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 3 of 15 (954) 354-0660 1 (866) 396-9999 1 TEAM@ENGINEERINGEXPRESS.COM i ENGINEERINGEXPRESS.COM Lennox Merit, Elite, & Dave Lennox Signature Collection Engineering Express I TER-20-32211 MODEL INFORMATION, CONTINUED See Previous / Next Page for Additional Models / Product Lines Product Line: Merit Series Model Number Coll Protection Unit Width (in) Unit Depth (in) Unit Height (in) TSAO60S* Lower 28.25 28.25 33.25 TSAO60S* TSA060S* TSA0605* TPAO36H* TPA036H* TSA048S* Louver 28.25 28.25 37.25 TSA048S* TSA048S* TSA048S* TPAO42H* Lower 32.25 32.25 37.35 TPA042H* TPA042H* TPA042H` TPA048H* TPA048H* TPA048H* TPA048H* TPAO60H* Louver 32.25 32.25 43.25 TPA060H* TPA06OH* TPAO60H* MODEL INFORMATION NOTES: All unit net weights shall be between 100 lb and 375 It. Model numbers, dimensions, and weights listed herein are based on Information provided by the client. Please contact Report Holder and/or manufacturer for more Information. Louver directions may be horizontal of vertical. See herein for unit views and definitions of dimensions. Model number characters following the asterisk () do not pertain to this structural certification and may be any combination of numbers or characters. VISIT ECALC.10132211 ❑ 4'10 �- FOR A LIST OF APPROVED MODEL NUMBERS STATED IN FULL ASTERISKS), SCAN (NO THE OR CODE TO THE RIGHT > ❑ Product Line: Dave Lennox Signature Collection Model Number Coil Protection Unit Width (in) Ur* Depth (in) Unit Height (in) XP21-024* Lower 395 ' 355 37 XP21-036* XP25-024* XP25-036* SLISXPI-024* SLI8XPI-030*, SL18XC1-030* Lower 395 35.5 _ 41 SL18XCI.036* SL18XC1-042* SU8XP1-036* SL18XP1-042* SL18XC1-024* Lower 39.5 Y. 35.3 , 47 SL18XC1-048* SL18XC1-060* SL18XP1-048* SLI8XPI.060* SL28XCV-024* SL28XCV-036* SL28XCV-048* SL28XCV-060* XC21-024` XC21-036* XC21-048* XC21-O60* XP21-048* XP21-060* XC25-024* XC25-036* XC25-048* XC25-060* XP25-048* XP25-060* CORP. OFC: 160 SW 12^ AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 4 of 15 (954) 354-0660 1 (866) 396-9999 1 TEAM@ENGINEERINGExPRESS.COM I ENGINEERINGEXPRESS.COM Lennox Merit, Elite, & Dave Lennox Signature Collection Engineering I TER-20-32211 MODEL INFORMATION, CONTINUED See Previous Pages for Additional Models / Product Lines Product Line: Elite Series Model Number Coil Protection Unit Width (in) Unit Depth (in) Unit Height (in) EL16XC1-018* Lower 28 27 31 XP16.024* Lower 28 27 35 ELI8XCV-024* ELI8XCV5024* ELI8XCV-036* ELIBXCVS036* ELI8XPV-024* ELI8XPV-036* EL16XC1-024* Louver 35 30.5 31 EL16XC1-036* EL16XC1S036* XC16-036* XC16SO36* SSB036H* SSB036H* EL16XC1-036* Louver 35 30.5 35 EL16XC1S036* EL16XC1-041* EL15XP1-018* EL15XP1-024* EL15XP1-030* EL16XP1-024* EL16XP1-030* XC16-048* Louver 35 30.5 39 XC165D48* EL16XC1-030* ELI6XCI-042* EL16XC1-048* S58048H* SSB048H* ELSSXPI-036* MODEL INFORMATION NOTES: All unit net weights shall be between 100 lb and 375 lb. Model numbers, dimensions, and weights listed herein are based on Information provided by the client. please contact Report Holder and/or manufacturer for more information. Lower directions may be horizontal of vertical. See herein for unit views and definitions of dimensions. Model number characters following the asterisk (*) do not pertain to this structural certification and may be any wmbinatlon of numbers or characters. See previous page for link to full list of model numbers without asterisks. Product Line: Elite Series Model Number Coil Protection Unit Width (in) Unit Depth (in) Unit Height (in) XC16-024* Louver 35 30.5 45 XCS6S024* EL16XP1-018* ELI8XCV-M4 EL18XCVSO48* ELI8XCVS060* ELI8XPV-048* ELI8XPV-060* EL16XC1.047* Louver 39.5 35.5 35 EL16XC1-060* XP16-036* SP8036H* XP16.048* SP6048H* EL16XP1-036* XC2D-024* Lower 39.5 35.5 39 ' XC20-036* EL15XP1-042* EL15XP1-M* XP20-024* XP20-036* XC16-060* Louver 39.5 35.5 45 XC16SO60* ME1060W SSBO60H* XP16-060* SPB060H* EL15XP1-060* EL16XP1-042* EL16XP1.048* EL16XP1-060* EL18XCV-060* XC20-048* XC20-060* XP20-048* XP20-060* CORP. OFC: 160 SW 127a AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 5 Of 15 (954) 354-0660 1 (866) 396-9999 1 TEAM@ENGINEERINGEXPRESS.COM I ENGINEERINGEXPRESS.COM Lennox Merit, Elite, & Dave Lennox Signature Collection Engineering :c ;rop,- I TER-20-32211 CABINET TYPES, VIEWS, & DIMENSIONS NOTE: See next page for "Vlfire Guard Units: Merit Series" cabinet type LOUVER UNITS: MERIT SERIES • WIDTH ♦ • DEPTH i 0 DEPTH I .fi, � I r �a 6 A FRONT VIEW e SIDE VIEW - RIGHT 1C TOP VIEW 1D ISOMETRIC VIEW 6 SCALE: NM6* SCALE: Nr5 6 r SCALE: N 1 6 SCALE: NIS NOTE: Unit depictions in Details 1A through 10 are for illustrative purposes only. Actual units may vary slightly in appearance. Louvers on wall panels am not shown. Lower direct. may be horizontal or vertical. This Cabinet Type is applicable for Merit Series - Louver units (see 'Model Information' on pages 3 through 5 for model designations). LOUVER UNITS: ELITE SERIES DEPTH I . WIDTH 11 1III1"I1 • • DEPTH j z6 9 6 2A t 6 2A FRONT VIEW 26 SIDE VIEW - RIGHT 2C TOP VIEW 2D ISOMETRIC VIEW 6 r SCALE: Nis 6 SCALE: NTS 6 SCALE: NTS 6 ' SCALE: NTS NOTE: Unit depictions in Details 2A through 2D are for illustrative purposes only. Actual units may vary slightly in appearance. Louvers on wall panels ere not shown. Louver direction may be horizontal or vertical. This Cabinet Type is applicable for PJBe Sedes - Lower units (a" 'Model Information• on pages 3 through 5 for model designations). LOUVER UNITS: DAVE LENNOX SIGNATURE COLLECTION f DEPTH F+ 4=Q S 3 DEPTH 1 i t ( 3A 6 38 i 6 3A FRONT VIEW 38 . SIDE VIEW - RIGHT 3C TOP VIEW 3D r ISOMETRIC VIEW _ 6 SCALE: NTS ' 6 SCALE: NTS 6 * SCALE: NTS 6 SCALE: NTS NOTE: Unit depictions In Details 3A through 3D am for illustrative purposes only. Actual units may vary slightly In appearance. Lowers on wall panels are not shown. Lower direction may be horizontal or vertical. This Cabinet Type Is applicable for Merit Series - Louver units (see *Model Information' on pages 3 through 5 for model designations). 6 CORP. OFC: 160 SW 12Ta AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 6 of 15 (954) 354-0660 1 (866) 396-9999 1 TEAM@ENGINEERINGFxPREss.COM I ENGiNEERINGExPRE55.COM Lennox Merit, Elite, Sr Dave Lennox Signature Collection Engineering �xf I TER-20-32211 CABINET TYPES, VIEWS, & DIMENSIONS, CONTINUED WIRE GUARD UNITS: MERIT SERIES �IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII �\ lllllllluu•IIIIIIII IIIIIIIIIIIIIIII' Illillllllllllllllllll IIIIIIIIIIIIIIII � � IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII I\ `� IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIII ,� IIIIIIIIIIIIIIII qA FRONT VIEW qa SIDE VIEW - RIGHT qC TOP VIEW TA ] SCALE: rfr5 SLE:,T ] SCALE: w5 ao ISOMETRIC VIEW ] scaLE: Nrs -- NOTE: Unit de fictions in Details 4A through 4D are for illustrative purposes ony. Actual units may vary slightly in appearance. This Cabinet Type is applicable for Merit Series - W m Guard units (sea "Model Informallon" on pages 3 through 5 for model designations). TERMINOLOGY, CONTINUED The following abbreviations may appear in this report: "ASCE" for "American Society of Civil Engineers", 'ASD" for "Allowable Stress Design "FBC" for "Florida Building Code', "FLCA" for "Florida Certificate of AuLlorizabon', 'FMC" for -Florida Mechanical Code', "HVAC" for "heating, ventilation, and air conditioning', In" for Inch", "Ib" for "pound (force) "max." for "maximum", 'min." for "minimum . "NTS" for "not to scale', "OD" for "outer diameter, "PE' for "Professional Engineer", "SAE" for "Society of Automotive Engineering", "SECB" for "Structural Engineering Certification Board", "SMS" for "sheet metal screws", "SS" for 'stainless steel", "TER' for "Technical Evaluation Report", ", "typ." for "typical", 'U.N.O." for "unless noted otherwise'. YAo" for'Without", W for "number, and'0" for "diameter. For additional abbreviation/terminology clarifications, please contact this office. REMAINDER OF PAGE IS INTENTIONALLY LEFT BLANK CORP. OFC: 160 SW 12T AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 7 of 15 (954) 354-0660 1 (866) 396-9999 1 TEAM@ENGINEERINGExPRESS.COM I ENGINEERINGEXPRESS.COM Lennox Merit, Elite, & Dave Lennox Signature Collection Engineering Express -it I TER-2032211 PRODUCT INSTALLATION TECH _ TIE -DOWN CLIP SCHEDULE -DOWN CLIP TIED 1 ,TIE 1 Cabinet Type Wind Pressure Lateral (Uplift) #of Tie -Down Clips Required tt Miami Tech CUTD 1" wide and B" tall ASTM A653 galvanized steel, 0.07" min. thick. 14 Fasten clip to host structure per the 'Anchor '� _ ± 67 psf10 psff 4_ Louver t 90 psf 72 8 Schedule to Host Structure" table and notes. r{ 8 ± 120 psf 95 ' J, 1 ± 148 psf 117 s Fasten clip to unit base rail per the "Tie -Down r Clip Schedule" table and notes. 8 ± 67 sf 0 -- 8 ± 90 sf 72 Miami Tech Kit fYs: i 8 Wire Guard +120 psf 95 LACUTD8KG-At-Grade or Slab Mounts g LACUTD8KR - Rooftop or Rail Mounts ± 148 psf 117 psfl8 TIE -DOWN CLIP SCHEDULE NOTES: Lower Units: For at -grade pressures up to ±67 pat lateral (0 psf uplift), position (1) lie -dawn clip per comer of unit, (4) total. For rooftop pressums up to ± 148 psf lateral (117 psf uplift). position (2) fie -down dips per comer of unit, (8) total. See fie -down layouts on the following pages.Tie-down clip shall sit flush on host structure and flush against unit comer post Fasten tie -down clip to comer post with (4) #10 SS316 self -drifting screws with 0.395" min. OD washers, typ. Utilize any (4) slots that have flush, solid contact with unit comer post, (1) screw per slot, typ. (See Detail 1/8). Ensure all screws fully engage with unit comer posts. Fasten tie -down clips to host structure using (1) anchor per fie -down clip per the "Anchor Schedule to Host Structure" table shown herein. /L WARNING: HIGH PRESSURE REFRIGERANT WIZARD / \ Exercise caution while installing screws into the unit to amid piercing refrigerant lines behind unit base / comer Wire Guard Units: Position (2)fie-downclips per comer of unit, (8) total (see fie -clown installation layout on the following pages). Provide 4" min. spacing between neighboring tie -down clips. Each tie -down clip shall sit flush on host structure and flush against vertical face of unit base (See Detail 218). Fasten flit -down clip to base rail with (2) #10 88316 self -drilling screws with 0.395" min. OD washers, typ. Utilize the (2) slots that make flush contact with vertical face of unit base, (1) screw per slot, typ. (See Detail 218). Ensure all screws fully engage with solid sections of unit base (do not position be -down clips where holes/stots in the base rail interfere with screw connections). Fasten each tie -clown clip to host structure using (1) anchor per the "Anchor Schedule to Host Structure' table shown herein. ANCHOR SCHEDULE TO HOST STRUCTURE Wind Pressure Lateral essur) 3000 psi min. Concrete 1/8" min. thick Fy=36 ksi min. Steel 1/8" min. thick .6061-T6 Aluminum t 67 psf 0 A N/A N/A ± 90 psf 72psf) N/A B B ± 120 psf 95 N/A B B ± 148 psf 117 psfl N/A B B ANCHOR SCHEDULE TO HOST STRUCTURE NOTES: All host structures described in the anchor schedule are by others. Amhara shall be selected per site -specific wind pressures and host structure. Wind pressures up to t 67 psf lateral (0 psf uplift) and below shall use the anchor specified in the ±67 psf lateral (0 psf uplift) tier. She -specific wind pressures that fall in-between pressure hers shag Use the anchor specified by the higher pressure ter. UNrT CORNER POST. TYP. UNITWALL PANELS WITH LOUVERS, TYP. UNIT BASE TYP. HOST STRUCTURE SUBSTRATE (SEE ANCHOR SCHEDULE TO HOST STRUCTURE HERON) ANOHOR(SEEANCHOR ���-mot" R705IXtEW.PER SCHEOULETOHOST - DESCRIPTION STRUCTURE HEREIN) MEEK TvP. TIE -DOWN CUP ATTACHMENT ej1 TO LOUVER UNITS, TYP. SOA(P: NITS ISOMETRIC NEW VERTICAL FACE OF UNIT SASE, TSE, 1NJdARD- SLOPING SECTION OF UNIT BASE TYP. Noel STRUCTURE SUBSTRATE (SEE ANCHOR SCHEDULE TO HOST STRUCTURE HEREIN) ANCHOR (SEE ANCHOR SCHEDULE TO HOST STRUCTURE HEREIN) Anchor Schedule to Most Structure Key: A: I 0 DeWait UltraCon+ or equivalent with 1" min. OD washer, 1.75' embedment, and 3' min. edge distance from any edge of concrete, typ. B: 1/4" 0 SAE GR. 5 or SS Thru Bolt with 5/8" min. OD washers top and bottom, typ. Provide 1/2" min. edge distance between Thru Boh and any edge of substrate, typ. NIA: Not applicable. VIRE GUARD, TYR Uno aCREw3 PER DESORfFrnoN HEREIN, TYP. TIE -DOWN CLIP ATTACHMENT 2-. TO WIRE GUARD UNITS, TYP. EB SCALE: —s ISOMETRIC VIEW CORP. OFC: 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 page 8 of 15 (954) 354-0660 1 (866)396-9999 1 TEAM@ENGINEERINGEXPRESS.COM I ENGINEERINGEXPRESS.COM P ENGINEERING ENGINEERING EXPRESSa PRODUCT EVALUATION REPORT February 9,2021 Application Number: EX Project Number. Product Manufacturer: Manufacturer Address: Product Name & Description: Scope of Evaluation: FL 37637.2-RO 20-32211 Allied Air Enterprises, LLC (Lennox Industries) 215 Metropolitan Drive West Columbia, SC 29170, USA (2100 Lake Park Blvd., Richardson, TX 75080, USA) Lennox Merit Series, Elite Series, & Dave Lennox Signature Collection This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61G20- 3.005, F.A.C., for statewide acceptance per Method 2 (b). The product noted above has been tested and/or evaluated as summarized herein to show compliance with standard ASCE 7-16 (ASD) and Florida Building Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Standard and Code. Re-evaluation of this product shall be required following pertinent Florida Building Code or ASCE Standard modifications or revisions. Substantiating Data: PRODUCT EVALUATION DOCUMENTS EX Installation Drawing #20-32211 titled "Lennox Merit Series, Elite Series, & Dave Lennox Signature Collection", prepared by Engineering Express, Inc., signed & sealed by Frank Bennardo, P.E. is an integral part of this Evaluation Report, pages 1 through 15. • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Minimum Allowable Unit Width 2. Maximum Allowable Unit Height 3. Minimum Unit Weight 4. Clip/Strap Configuration and Anchor Spacing 5. Anchor Capacity for Various Substrates No 33% increase In allowable stress has been used in the design of this product 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 ) (866) 396-9999 TEAM@ENGINEERINGEXPRESS.CoM ENGIN EERIN G EX PRESS. COM OMENGINEERING E;., Page 2 of 2 Allied Air Enterprises, LLC: Lennox Merit Series, Elite Series, & (Lennox Industries) Dave Lennox Signature Collection Impact Resistance: Impact Resistance has not been demonstrated. Wind Load Resistance: This product has been designed to resist wind loads as indicated on its respective Product Evaluation Document (i.e. engineering document). Installation: The product listed above shall be installed in strict compliance with the Product Evaluation Document (i.e. engineering document), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document (i.e. engineering document). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document (i.e. engineering document) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each products respective anchor schedule. Host structure conditions which are not accounted for in each products 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. Any alteration to the respective Product Evaluation Documentwill invalidate it This product has been designed for use inside and outside of the High Velocity Hurricane Zone (HVHZ & NON-HVHZ). Respectfully, •`�V, BEN �01-. `g'exce - i ' 02/09/20 ONAI,�� Frank Bennardo, PE ENGINEERING EXPRESS® #PE0046549 I Cert. Auth. 9885 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAm@ENGINEERINGEXPRESS.COM ENGINEERING EXPRESS. COM