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MC-06-22-1525Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 1099 NE 104TH ST, Miami Shores, FL 33138 Contacts Permit NO.: MC-06-22-1525 Permit Type: Mechanical - Residential Work Classification: A/C Replacement Permit Status: Approved Issue Date:06/22/2022 Expiration:12/22/2022 Parcel Number 1122320290060 :J MICHAEL, ANGELA&KEVIN CUDLIPP Owner DIRECT AIR CONDITIONING INC Contractor 1099 NE 104 ST, MIAMI SHORES, FL 331382655 JUAN SOTOLONGO 12200 SW 129 CT 12200, MIAMI, FL 33186 Business: 3055962666 erwin@directac123,com Description: AC CHANGE OUT Valuation: $ 11,990.00 Ins ection Requests: i - Total Sol Feet: 0.00 - - Fees Amount Application Fee - Other $50.00 CCF $7.20 DBPR Fee $6.29 DCA Fee $4.20 Education Surcharge $2.40 Permit Fee $369.65 Scanning Fee $9.00 Technology Fee 510.49 Total: $459.23 Building Department Copy Payments Date Paid Amt Paid Total Fees $459.23 Credit Card 06/22/2022 $409.23 Credit Card 06/15/2022 $50.00 Amount Due: $0.00 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 is accurate and that all work will be done in compliance with all applicable laws regulating canal ion and zoning. Futhermore, I authorize the above named contractor to do the work stated. o?#//'111, V%2'%2 Authorized Signature: Owner / Applicant / Contractor / Agent Date June 22, 2022 .I tt 6L 440 Page 2 of 2 BUILDING PERMIT APPLICATION ❑BUILDING ❑PLUMBING JOB ADDRESS: ❑ ELECTRIC *MECHANICAL 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 Master Permit I o J N 15 2022 l UU FBC 20!' t.�_ N-2z.-1525 Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL [—]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS /o �/ SWT�¢/-I— rono/Parcel#: ! ry PJ? — U0.7f (/ V C 1 V Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Address: 1099 � �1 City: V " \/ OUV `& Qualifier Name: 7 U State Certification or Registration #: _ DESIGNER: Architect/Engineer: _ ,\t of Competency #: mule b. City: State: Zip: Value of Work for this Permit: $ I Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ,A❑ New Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee $ 50 • (�D 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 $ Il' O p 1 . 23 (Revi5 d02/24/2014) 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure wmustposted ered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement at the job site for the first inspection which occurs seven (7) days after the building permit is issusenposted notice, the inspection will not be oppro*lland a reinspection fee will be charged. or AGENT The foregoing inW F nt was acknowledged before me this day of 20 by (� who is p ovally kn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ot-Zo The foregoin instrum fwas ac Enowledged before me this d y of 20 _� by 1�,awho is y no to me or who has produced as identific�1tion and who did take an oath NOTARY QUBLIC: Print: Structural KeweW 186599 Zoning Clerk (Revised02/2412014) Miami Shores Village Building Department, 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. ..................... .. ......�...^.. �...... ............................................. BUSINESS NAME: 'x �J\ BUSINESS ADDRESS: I o 0 Sw ��� C'f' CITY ff t Q STATE F` ZIP 3 S G BUSINESS PHONE: ) Sy 6 - 66 b FAX NUMBER ( CELL PHONE ( ) QUALIFIER'S NAME: 'C Ua►'� QUALIFIER'S LIC NUMBER: C n C_ CITY ,shone . O Py Flo, R Miami Shore's Village Building Department Zoning Dept. Date - Building Dept. Date Subject to compliance with all'Federal, State and Count rules and regulations. Permit# �n�'1, zz-15zS Miami Shore sVillage Building Department 10050 N.E.2nd Avenue AIR CONDITIONING REPLACEMENT DATA Miami Shores, Florida 33188 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 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 O_ARHI Sheet Attached: YES. NO ❑ Contract Attached: YES ❑ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER —(J AHU or PKG. UNIT MODEL # C ',SU 0XV �-' i. QL COND. UNIT MODEL# CU O KW HEAT Qk Gu NOM TONS YrOA j AHUTYCU,%Lf PKG 1) M.C.A AHU CU . PKG AHU O CU 07PKG 2) M.O.P AHU CU PKG AHU Cu PKG 3)VOLTS AHU Cu PKG PKG UNIT / / PKG UNIT EER/SEER YES NO REPLACING DUCTS YES YES NO REPLACING THERMOSTAT Y NO YES NO NEW 4"CONCRETE SLAB YES N YES NO NEW ROOF STAND YES NO YES NO I NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: \, Contractor's Compan Name/ \ State Certificate or Regi tr o \ Signature Phone: of Competency No. (Revised02/24/2014) 1y1. % ENGINEERING _XPRE ENGINEERINGEXPRESS,COM 1(866) 396-9999 CORP. OFFICE: 160 SW 12TH AVE SUITE 106, DEERFIELD BEACH, FL 33442 REPORT HOLDER: INDUSTRIES LENNOX LA 2100 LAKE PARK BLVD 2100 LA RICHARDSON, TX 75080, USA 1-866-953-6609 1 WWW.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 shall be installed in strict compliance with this product evaluation & manufacturer -provided enclosure model specifications. The product components shall 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 anchor/fastener manufacturers' published Installation instructions. LIMITATIONS & CONDITIONS OF USE: Use of this product shall 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 shall 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. Technical Evaluation Report DIVISION: 23 08 00 — COMMISSIONING OF HVAC FL 37637.2 THIS DOCUMENT CONTAINS (15) PAGES. Florida Building Code Seventh Edition (2020) 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 accordance with ASCE 7 and applicable sections of the 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 -specific wind analysis may produce alternate limitations provided maximum rated wind pressures stated herein are not exceeded. VISIT ECALC.10/32211 0So� FOR SITE -SPECIFIC DEVIATIONS & MORE INFORMATION ABOUT THIS DOCUMENT OR SCAN THE OR CODE TO THE RIGHT > VISIT ENGINEERINGEXPRESS.COM/STORE FOR ❑ ADDITIONAL PLANS, REPORTS & RESOURCES - 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'c"', I TER-20-3221 V 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. gaiv. CS Type B steel Control Box Cover, Control Box Bottom (4 Sided Unit): Merit Series 18 Ga, Fy = 20 ksi min. gaiv. 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. gaiv. CS Type B steel Unit Base, Top Panel: 18 GA, Fy =15 ksi min. gaiv. EDDS, steel Control Box: 18 Ga, Fy = 30 ksi min. gaiv. CS 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. gaiv. (ultimate) and 1000 lb Elite Series CS Type C steel min. shear strength (ultimate) SMS. Corner Posts, Mullion, Piping Panel: 20 Ga, Fy = 30 ksi min. gaiv. CS Type B steel Louvered Panels, Coil Guard: 22 GA, Fy = 30 ksi min. gaiv. CS Type B steel Unit Base, Top Panel: 18 GA, Fy =15 ksi min. gaiv. EDDS steel Control Box, Control Box Cover: 18 Ga, Fy = 30 ksi min. gaiv. CS Type B steel Dave Lennox Signature Corner Posts, Mullion, Piping Panel: 20 Ga, Fy = 30 ksi min. Collection gals. 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. CORP. OFC: 160 SW 12TM AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 2 of 15 (954) 354-0660 1 (866) 396-9999 1 TEAM@ ENGINEERINGEXPRESS.COM I ENGINEERING Ex PRESS. COM ..Lennox Merit, Elite, & Dave Lennox Signature Collection Engineering E'xpresse I TER-20-32211 MODEL INFORMATION See Next Pages for Additional Models / Product Lines Product Line: Merit Series Model Number Coil Protection Unit Width (in) Unit Depth (in) Unit Height (in) ML14XC1-018* Louver 24.25 24.25 29.25 ML14XC1S018* 14ACX-018* 14ACXS018* 16ACX-024* 16HPX-024* Louver 24.25 24.25 33.25 M L14XC1-024* Louver 28.25 28.25 29.25 M L14XC1-024* M L14XC1-036* ML14XC1SO36* 14ACX-024* 14ACXS024* 16ACX-036* ML14XC1-036* Louver 28.25 28.25 33.25 ML14XC1S036* ML16XP1-024* ML16XP1-030* 14ACX-042* 14ACXSO42* ML14XC1-030* Louver 28.25 28.25 37.25 ML14XC1S030* ML14XC1-041* ML14XC1-042* ML14XC1SO42* ML14XC1-048* ML14XP1-036* ML14XP1-036* ML14XP1-036* 14ACX-030* 14ACXS030* 14ACX-036* 14ACXS036* 14ACX-041* 14ACX-048* 16ACX-048* ML14XP1-018* Louver 28.25 28.25 43.25 ML14XP1-024* ML14XP1-030* ML16XP1-018* Product Line: Merit Series Model Number Coil Protection Unit Width (in) Unit Depth (in) Unit Height (in) ML14XC1-047* Louver 32.25 32.25 33.25 ML16XP1-036* 16HPX-036* 16HPX-048* 14ACX-047* 14ACX-060* ML14XP1-042* Louver 32.25 32.25 37.25 ML14XP1-042* M L14XP1-042* ML14XP1-048* ML14XP1-048* M L14XP1-048* 14ACX-059* ML14XC1-059* Louver 32.25 32.25 43.25 ML14XC1-060* M L14XP1-060* ML14XP1-060* ML14XP1-060* ML16XP1-042* ML16XP1-048* ML16XP1-060* 16ACX-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* TSA042S* Wire Guard 28.25 28.25 29.25 TSA042S* TSA042S* 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 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. See next page for link to full list of model numbers without asterisks. CORP. OFC: 160 SW 12TM 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 ;=xpres. I TER-20-32211 MODEL INFORMATION, CONTINUED See Previous / Next Page for Additional Models / Product Lines Product Line: Merit Series Model Number Coil protection Unit Width (In) Unit Depth (in) Unit Height (in) TSA060S* Louver 28.25 28.25 33.25 TSA060S* TSA060S* TSA060S* TPA036H* TPA036H* TSA048S* Louver 28.25 28.25 37.25 TSA048S* TSA048S* TSA048S* TPA042H* Louver 32.25 32.25 37.35 TPA042H* TPA042H* TPA042H* TPA048H* TPA048H* TPA048H* TPA048H* TPAO60H* Louver 32.25 32.25 43.25 TPA060H* TPA060H* TPA060H* MODEL INFORMATION NOTES: Al 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. 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.10/32211 0$,❑ FOR A LIST OF APPROVED MODEL NUMBERS STATED IN FULL (NO ASTERISKS), OR SCAN THE OR CODE TO THE RIGHT Product Line: Dave Lennox Signature Collection Model Number Coil protection Unit Width (in) Unit Depth (in) Unit Height (in) XP21-024* Louver 39.5 35.5 37 XP21-036* XP25-024* XP25-036* SL18XP1-024* SL18XP1-030* SL18XC1-030* Louver 39.5 35.5 41 SL18XC1-036* SLISXCI-042* SL18XP1-036* SL18XP1-042* SL18XC1-024* Louver 39.5 35.5 47 SL18XC1-048* SL18XC1-060* SL18XP1-048* SL18XP1-060* SL28XCV-024* SL28XCV-036* SL28XCV-048* SL28XCV-060* XC21-024* XC21-036* XC21-048* XC21-060* XP21-048* XP21-060* XC25-024* XC25-036* XC25-048* XC25-060* XP25-048* XP25-060* CORP. OFC: 160 SW 12TM AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 4 of 15 (954) 354-0660 1 (866) 396-9999 1 TEAM@ENGINEERINGE%PRESS.COM I ENGINEERINGEXPRESS.COM Lennox Merit, Elite, & Dave Lennox Signature Collection Engineering ExpressO I TER-20-32211 MODEL INFORMATION, CONTINUED See Previous Pages for Additional Models / Product Lines Product Line: Elite Series Model Number Coll Protection Unit Width (in) Unit Depth (in) Unit Height (in) EL16XC1-018* Louver 28 27 31 XP16-024* Louver 28 27 35 ELI8XCV-024* ELI8XCVS024* ELI8XCV-036* ELI8XCVS036* 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 XC16SO48* EL16XC1-030* EL16XC1-042* EL16XC1-048* SSBO48H * SSB048H* EL15XP1-036* 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. 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 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 XC16SO24* EL16XP1-018* ELI8XCV-048* ELI8XCVSO48* ELI8XCVS060* ELI8XPV-048* ELI8XPV-060* EL16XC1-047* Louver 39.5 35.5 35 EL16XC1-060* XP16-036* SPB036H* XP16-048* SPB048H* EL16XP1-036* XC20-024* Louver 39.5 35.5 39 XC20-036* EL15XP1-042* EL15XP1-048* XP20-024* XP20-036* XC16-060* Louver 39.5 35.5 45 XC16SO60* SSB060H * SSB060H * XP16-060* SPB060H* EL15XP1-060* EL16XP1-042* EL16XP1-048* EL16XP1-060* ELI8XCV-060* XC20-048* XC20-060* XP20-048* rXP20-060* CORP. OFC: 160 SW 12TH 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 I TER-20-32211 CABINET TYPES, VIEWS, & DIMENSIONS LOUVER UNITS: MERIT SERIES NOTE: See next page for "Wire Guard Units: Merit Series" cabinet type iA , ,. HiFRONT VIEW is SIDE VIEW - RIGHT lc TOP VIEW 6 SCALE: s �. 6 : SCALE: NTS fi SCALE: NTS 1, ISOMETRIC VIEW 6 SCALE: NTS NOTE: Unit depictions in Details 1A through 1Dam for illustrative purposes only. Actual units may very slightly in appearance. Louvers on wall panels are not shown. Louver 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). LOUVER UNITS: ELITE SERIES DEPTH WIDTH DEPTH O_ "ao 11. As --� FRS ONT VIEW (2B' , SIDE VIEW - RIGHT 6 .Nis 6 i SCALE: NLs zc TOP VIEW 2D,. ISOMETRIC VIEW 6 SCALE: WS 6 SCALE: NIS NOTE: Unit depictions In Details 2A through 2D are for illustrative purposes only. Actual units may vary slightly in appearance. Louvers on wall panels are not shown. Louver direction may be horizontal or vertical. This Cabinet Type is applicable for Elite Series - Louver units (am 'Model Information' on pages 3 through 5 for model designations). LOUVER UNITS: DAVE LENNOX SIGNATURE COLLECTION "— — WIDTH DEPTH 3A FRONT VIEW 3g SIDE VIEW - RIGHT 3c TOP VIEW 6 SCALE: HTS 6 SCALE: Nis 6 SCALE: N S NOTE: Unit depictions in Details 3A through 3D are for illustrative purposes only. Actual units may very slightly in appearance. Louvers on wall panels are not shown. Louver direction may be horizontal or vertical. This Cabinet Type Is applicable for Ment Series - Louver units (see "Model Information' on pages 3 through 5 for model designations). CORP. OFC: 160 SW 12TM AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 6 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 CABINET TYPES, VIEWS, & DIMENSIONS, CONTINUED WIRE GUARD UNITS: MERIT SERIES qA FRONT VIEW qg SIDE VIEW - RIGHT qC TOP VIEW qp ISOMETRIC VIEW 7 SCALE: MS 7 V LE: NTS 7 SCALE: MS 7 SCALE: NT5 NOTE: Unit depictions in Details 4A through 4D ere for illustrative purposes only. Actual units may very slightly in appearance. This Cabinet Type is applicable for Merit Series -Wire Guard units (see "Model Information" 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 AUthonzation','FMC" for'Flodda Mechanical Code",'WAC" for "heading, 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 Repolf", % "lyp." for "typical", "U.N.O" for "unless noted otherwise",'w1o" for "without", "tF for "number", and "0" for "diameter". For additional abbreviationAerminology clarifications, please contact this office. REMAINDER OF PAGE IS INTENTIONALLY LEFT BLANK CORP. OFC: 160 SW 12TM 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'R' I TER-20-32211 PRODUCT INSTALLATION TIE -DOWN CLIP SCHEDULE Cabinet Type Wind Pressure Lateral (Uplift) # of Tie -Down Clips Required Louver t 67 psf 0 s 4 t 90 psf 72 pso 8 t 120 psf 95 pso 8 t 148 sf 117 s 8 Wire Guard t 67 psf 0 PsO 8 t 90 psf 72 s 8 t 120 psf 95 s 8 t 148 psf 117 psO 8 TIE -DOWN CLIP SCHEDULE NOTES: Louver Units: For at -grade pressures up to t 67 psf lateral (0 psf uplift), position (1) tie -down clip per comer of unit, (4) total. For rooftop pressures up to t 148 psf lateral (117 psf uplift), position (2) tie -down clips per comer of unit, (8) total. See tie -down layouts on the following pages.Tie-dawn 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 -drilling 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 118). Ensure all screws fully engage with unit comer posts. Fasten fie -down clips to host structure using (1) anchor per tie -down clip per the "Anchor Schedule to Host Structure" table shown herein. WARNING: HIGH PRESSURE REFRIGERANT HAZARD Exercise caution while installing screws into the unit to avoid piercing refrigerant lines behind unit base / comer • posts. Refrigerant fluid is under high pressure. Wire Guard Units: Position (2) be -down clips per comer of unit, (8) total (see tie -down 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 2/8). Fasten tie -down clip to base rail with (2) #10 SS316 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 2/8). Ensure all screws fully engage with solid sections of unit base (do not position tie -down clips where holes/slots in the base rail interfere with screw connections). Fasten each tie -down 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 (Uplift) 3000 psi min. Concrete 1/8" min. thick Fy = 36 ksi min. Steel 1/8" min. thick 6061-T6 Aluminum f 67 psf 0psf) A N/A N/A t 90 psf 72psf) N/A B B t 120 psf 95psf) N/A B B t 148 psf 117 s N/A B B ANCHOR SCHEDULE TO HOST STRUCTURE NOTES: All host structures described In the anchor schedule are by others. Anchors 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 t 67 psf lateral (0 psf uplift) tier. Site -specific wind pressures that fall In-between pressure tiers shall use the anchor specified by the higher pressure tier. MIAMI TECH TIE -DOWN CLIP o 0 Miami Tech CUTD 1" wide and 8" tall ASTM I� A653 galvanized steel, 0.07" min. thick. Fasten clip to host structure per the "Anchor Schedule to Host Structure" table and notes. Fasten clip to unit base rail per the "Tie -Dawn Clip Schedule" table and notes. Miami Tech Kit Ws: LACUTD8KG - At -Grade or Slab Mounts LACUTD8KR - Rooftop or Rail Mounts UNIT CORNER POST. TYP. UNIT WALL PANELS WITH 0 LOUVERS, 0 TYP 0 8� UNIT BASE, v TYP. � J� HOST STRASTRUCTE(STUREEE SUB0 ANCHOR SCHEDULE TO o HOST STRUCTURE O HEREIN) 0 ANCHOR (SEE ANCHOR We SCREW PER SCHEDULE TO HOST DESCRIPTION STRUCTURE HEREIN) HEREIN, TYP. TIE -DOWN CLIP ATTACHMENT TO LOUVER UNITS, TYP. 8 SCALE: NTS ISOMETRIC VIEW VERTICAL WIRE FACE OF GUARD. UNIT BASE. TYP. TYP. INWARD - SLOPING SECTION OF UNIT BASE. TYP. HOST STRUCTURE SUBSTRATE (SEE ANCHOR SCHEDULE TO HOST STRUCTURE HEREIN) ANCHOR (SEE ANCHOR SCHEDULE TO HOST STRUCTURE HEREIN) Anchor Schedule to Host Structure Key: A: 114" 0 DeWalt UltraCon+ or equivalent with 1" min. OD washer, 1.75" embedment, and 3" min. edge distance from any edge of concrete, typ. 8:1/4" 0 SAE GR. 5 or SS Thru Bolt with 5/8" min. OD washers top and bottom, typ. Provide 12" min. edge distance between Thru Bolt and any edge of substrate, typ. N/A: Not applicable. 910 SCREWS PER DESCRIPTION HEREIN, TYP. TIE -DOWN CLIP ATTACHMENT z TO WIRE GUARD UNITS, TYP. 8 SCALE: NTS ISOMETRIC VIEW CORP. OFC: 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 8 of 15 (954) 354-0660 1 (866) 396-9999 1 TEAM@ ENGINEERINGEXPRESS.COM I ENGINEERING EXPRESS.COM Lennox Merit, Elite, & Dave Lennox Signature Collection Engineering xpres: TER-20-32211 PRODUCT INSTALLATION CONTINUED TIE -DOWN STRAP SCHEDULE Cabinet Type Wind Pressure Lateral (Uplift) III Of Straps Louver t 67 psf 0 s 0 i 90 psf 72 psfl 2 t 120 psf 95 2 t148 psf 117 psO 2 Wire Guard t 67 psf 0 sf 0 t 90 DO 72 111 2 t 120 sf 95 2 t 148 Sf 117 2 TIE -DOWN STRAP SCHEDULE NOTES: 1. Tie -down straps are required for rooftop applications. 2. Tie -down straps shall be 1' min. wide, 22 GA (0.03') min. thick, Fy = 30 Kai min. galvanized steel straps. 3. Tie -down straps shall be wrapped around unit and roof stand rall per Detail 119, and each fie -clown strap shall be tightened to 50 It. 4. (Optional) Neoprene pads may be placed in-between unit and strap to protect the unit from damage. ROOFTOP INSTALLATION DETAILS For installation conditions where both: i. ) The wit in question is adequately Supported by the roof stand rails, and ii. ) The tie -down Gip and strap requirements are satisfied using only the roof stand rails, It is permissible to forgo the roof frame specified herein. For all other conditions, a roof frame shall be be implemented per the specifications herein, or site- specific engineering is required. Support angles per NOA 017-1218.02 are included in Miami Tech Kit#LACUTDBKR. ATTACH TOGETHER FRAME USING (2)Y70 Be THRUBOLTS ROOF STAND OR EQUIVALENT PER CORNER ROILEN PROVIDE LOCK NUT AND I' 00 OTHERS WASHER TOP AND BOTTOM. TYP. PROVIDE K' MIN. SPACING AND yr' EDGE DISTANCE MIN. FROM EDGE OF MEMBER. TYP. I I aI Yr3-4j-6061.76 ALUMINUMANGLESFOR ASSEMBLING FRAME ATTACH FRAME TO ROOF STAND PAILS USING (2) Y,'O SS THRU BOLTS OR EQUIVALENT PER CORNER. PROVIDE LOCK NUT AND 1.OD WASHER TOPAND BOTTOM TYP. PROVIDE h' MIN. SPACING AND Yr' EDGE DISTANCE MIN. FROM EDGE OF MEMBER TYP. ROOFFRAME ATYPICAL CONNECTIONS 9 SGLE: NT8 PLAN VIEW TIE -DOWN STRAP ALUMINUM OR STEEL MEMBER. MIN. f"e THICK 12) #14 SMS AT EACH STRAP END TO VERTICAL STRAPFACE E ALUMINUM OR STEELMEMBER (2) 014 SMS AT EACH STRAP END TO HORIZONTAL FACE OF ALUMINUM OR STEEL MEMBER TIE -DOWN STRAP ATTACHMENT TO HOST h�9 1 SCALE: NTS SECTION VIEW NOTE: For Detail 319, the unit depicted is for illustrative purposes only and may be any of the cabinet types listed herein. Lowers on panels are not shown. See de -down layouts on the next page. TIE -DOWN STRAPS(SEE PREVIOUS PAGE) ALUMINUM ROOF STAND ANGLE RAILS (PER TIE -DOWN CLIP. FRAME SEPARATE ANCNGR PER ENGINEEPoNG) 8CHEDULE TYP. UNIT MOUNT ON ROOF Cl STAND AND FRAME `9J SCALE: NT8 ISOMETRIC VIEW CORP. OFC: 160 SW 12TM AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 9 of 15 (954) 354-0660 1 (866) 396-9999 1 TEAM�IQ ENGINEERINGEXPRESS.COM I ENGINEERINGEXPRESS.COM Lennox Merit, Elite, & Dave Lennox Signature Collection Engineering I TER-20-32211 TIE -DOWN CLIP & STRAP LAYOUTS MIN. EDGE DISTANCE PER ANCHOR SCHEDULE, TYP. ki TIE -DOWN CLIP, ANCHORS PER RESPECTIVE SCHEDULES, TYP. ONLY (1) CLIP PER CORNER IS REQUIRED FOR LOUVER UNITS. SEE SCHEDULE HEREIN. 3000 psi MIN. CONCRETE (BY OTHERS) 1 AT -GRADE LAYOUT SO SME: NTS PLAN VIEVO (2)TIE-DOWN STRAPS PER SCHEDULE. MAY GO ALTERNATE DIRECTION AS FIELD COND. DICTATE. SEE SEPARATE 3'k3-XV DETAIL FOR STRAP ATTACHMENT. ALUMINUM ANGLE TIE -DOWN CLIP, ANCHORS FRAME PER RESPECTIVE SCHEDULES, 3' TYP. SEE HEREIN. 0J :I \ Tu _ROOF STAND RAILS (PER J� L SEPARATE ENGINEERING) n ROOFTOP LAYOUT !V SCALE: NTS PLAN VIEW NOTE: The units depicted on this page are for illustrative NOTE: Units may be positioned on roof stand rails along purposes only and may be any of the cabinet types listed the unit depth or unit width as long as specifications herein. stated herein are satisfied. Miami Tech Kit #'a: LACUTD8KG - At -Grade or Slab Mounts LACUTD8KR - Rooftop or Rail Mounts J CORP. OFC: 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 10 of 15 (954) 354-0660 1 (866) 396-9999 1 TEAM@ENGINEERINGEXPRESS.COM I ENGINEERINGExPRESS.COM Lennox Merit, Elite, & Dave Lennox Signature Collection Engineering TER-20-32211 PANEL DESIGNATIONS: LOUVER UNITS, MERIT SERIES FRONT ISOMETRIC VIEW n BACK ISOMETRICVIEW 11 SCALE: Ms Il 3GlE: Nis NOTE The unit depictions In Details 1/11 and 2111 are for illustrative purposes only. Actual units my very ellghtly In appearance. Louvers on Panel A's (Well Panels) are not shown. Louver direction may be horizontal or vertical. Circled regions above illustrate additional screw locations per the additional screw directives below. This page applies to Merit Serbs lower units; see pages 3 through 7 for cabinet type classifications. PANEL INTEGRITY SUMMARY: LOUVER UNITS, MERIT SERIES Up to 167 psf Lateral & S3 psf Uplift Wind Pressures Panel Additional Designation straws Additional Screws Directive Required Top No additional screws required for Panel #1 0 Top Panel #1. Panel 0 No additional screws required for (Wall Panel) Panel A's(Wall Panels). Panel (Comer (C 0 No additional screws required for Panel B's Post) (Corner Posts). Panel (Control 0 No additional screws required for Panel Boa Cover) (Control Box Cover). Panel D 0 No additional screws required for Panel D. Panel 0 No additional screws required for Panel E. NO ADDITIONAL SCREWS REQUIRED Up to 1148 psf lateral & 117 psf Uplift Wind Pressures Panel Additional Designation screws Additional screws Directive Required Top 0 No additional screws required for Panel #1 Top Panel #1. Panel A Install (4) screws at bottom of each panel Into (Wall Panel) 4 Unit Base. Note: (4) per Panel A, (16) screws total - Panel B (Comer 0 No additional screws required for Panel Post) (Corner Posts). Panel (Control 0 l No additional screws required for Panel C Box Cover) (Control Box Cover). Panel D 0 No additional screws required for Panel D. Panel 0 No additional screws required for Panel E. (16) ADDITIONAL SCREWS REQUIRED IN TOTAL Panel Integrity Summary Notes: Q WARNING: HIGH PRESSURE REFRIGERANT HAZARD No additional screws are required for Exercise caution while installing addition; screws into the Wind pressures up to 167 psf lateral & 53 psf uplift 1 unit to avoid piercing refrigerant lines behind panels. Calculations were performed according to the Information provided • Refrigerant fluid Is under high pressure. by the client for a worst -case unit (which was determined by this Office — - — to be a (39.5" W x 35.5" D x 47" H unit). Panels were assigned various porosities depending on the ratio of louver area to total panel area, for tension and shear calculation purposes. Screw quantities were checked to reinforce unit panels as needed. Additional screws shall be #8 min. diameter SAE GR. 2 or stronger SMS. They shall be positioned according to the "Additional Screws Directives" in the tables above and Details 1/11 and 2111. Provide 1" min. spacing between neighboring screws (existing or additional). Distribute additional screws evenly between left and right sides of the panel U.N.O. Validate that each additional screw joins the panel to the 24 GA min. thick steel member. Screw sizes, quantities on panels, and panel characteristics are according to client's description. 1000 hours of ASTM B117 are required with zero red rust for all additional screws. CORP. OFC: 160 SW 12TM AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 11 of 15 (954) 354-0660 1 (866) 396-9999 1 TEAM@ENGINEERINGEXPRESS.COM i ENGINEERINGEXPRESS.COM Lennox Merit, Elite, & Dave Lennox Signature Collection Engineering 'cores TER-20-32211 PANEL DESIGNATIONS: WIRE GUARD UNITS, MERIT SERIES �, FRONT ISOMETRIC VIEW 12 i SCALE: NTs BACK ISOMETRIC VIEW 12 SfALE: NTs NOTE: The unit depictions in Details 1/12 and 2/12 arefor illustrative purposes only. Actual units may vary slightly in appearance.This papa applies to Merit Series wve guard units; see pages 3 through 7 for cabinet type classifications. PANEL INTEGRITY SUMMARY: WIRE GUARD UNITS, MERIT SERIES Up tot 148 psf Lateral & 127 psf Uplift Wind Pressures Panel Additional Designation screws Additional screws Directive Required Top No additional screws required for Panel#1 0 Top Panel#1. Panel (Control 0 No additional screws required for Panel Box Cover) (Control Box Cover). Panel D 0 No additional screws required for Panel D. Panel E 0 No additional screws required for Panel E. Panel F (Wire Guard) wraps around the four Panel sides of the unit and fastens to the Top Panel and (Wire N/A base pan via welding. The weld has been Guard) separately examined and deemed to adequately resist the uplift forces acting on the Top Panel. NO ADDITIONAL SCREWS REQUIRED Panel Integrity Summary Notes: No additional screws are required for wind pressures up to t 148 psf lateral & 117 psf uplift. Calculations were performed according to the Information provided by the client for a worst -case unit (which was determined by this once to be a (32.25" W x 32.25" D x 43.25' H unit). Panels were assigned various porosities depending on the ratio of louver and/or opening areas to total panel area, for tension and shear calculation purposes. Screw quantities were checked to reinforce unit panels as needed. Weld strength was considered per client -provided specifications. CORP. OFC: 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 12 of 15 (954) 354-0660 1 (866) 396-9999 1 TEAM@ENGINEERINGEXPRESS.COM i ENGINEERINGEXPRESS.COM Lennox Merit, Elite, & Dave Lennox Signature Collection Engineering :xpres I TER-20-32211 PANEL DESIGNATIONS: LOUVER UNITS, ELITE SERIES FRONT ISOMETRIC VIEW � BACK ISOMETRIC VIEW #1 BACK ISOMETRIC VIEW #2 13 SCALE: NTS 13 SU.E: NTS 13 SCAIE: Nn NOTE: The unit depictions in Details 1113 through 3/13 are for illustrative purposes only. Actual units may vary slightly in appearance. Louvers on Panels G, H, & L (Wall Panels) are not shown in full. Louver direction may be horizontal or vertical. Girded regions above illustrate additional screw locations per the additional screw directives below. This page applies to Elite Series lower units; see pages 3 through 7 for cabinet type classifications. PANEL INTEGRITY SUMMARY: LOUVER UNITS, ELITE SERIES Up to t 67 psf lateral & S3 Part Uplift Wind Pressures Panel Additional Designation Screws Additional screws Directive Required Top 0 No additional screws required for Panel 02 Top Panel#2. Panel C (Co strol 0 No additional screws required for Panel C Coved ova) (Control Box Cover). PdIM D 0 No additional screws required for Panel D. Panel 0 No additional screws required for Panel E. PanelE (Front Well 2 Install (2) screws along the right edge of the Front Panel) Wall Panel to join with Panel )(Comer Post). Panel Install (4) mews along the right edge of each Side (Side Wall 4 Wag Panel to join wish Panel I's (Corner Posts). Panel) Nate: (4) Par Panel H, (a) total. Panel (Corner 0 No additional screws required for Post) Panel I's (Comer Polls). Panel L (Back Wall 2 Install (2) screws along the fight edge of Side Back Panel) Wall Panel tojoin with Panel I(Corner Post). (22) ADDITIONAL SCREWS REQUIRED IN TOTAL Up to 1149 psf Lateral & 117 pat Uplift Wind Pressures Panel Addltiunel Designation Screws Addition at Scrawl Directive Required Top 0 No additional screws required for Panel#2 Top Panel#2. Panel (Control ox 0 No additional screws required for Panel Cooverver)) (Control gas Co.). PanelD D No additional strews required for Panel D. Panel E 0 No additional screws required for Panel E. Panel (Front Wall S Install 15) screws along the right edge of the Front Panel) Wall Panel to join with I (non -louvered Comer Pas[) Panel H Install (8) screws along the right edge of each Side iSide Wall 8 Wall Pane) to bin with Panel I's (ComerPosts). Panel) Note: (8) per Panel H, (I6) total Panelt (Comer 0 No additional screws required for Post) Panel I's (Corner Posts). Pa (Rockwell 7 Install 17) screws along the right edge of Side Back Panel) Wall Panel to join with Panel I (Corner Post). 128) ADDITIONAL SCREWS REQUIRED IN TOTAL Panel Integrity Summary Notes: WARNING: HIGH PRESSURE REFRIGERANT HAZARD No additional screws are required for Exercise caution while installing additional screws into the ntl pre wissures up to t24 psf lateral & 19 pet uplift ' unit to avoid piercing refrigerant lines behind panels. Calculations were performed according to me Information provided • Refrigerant fluid Is under high pressure. by the client for a worst -case unit (which was determined by this office to be a (39.5" W x 35.5" D x 47" H unit). Panels were assigned various poroskles depending on the ratio of louver area to total panel area, for tension and shear calculation purposes. Screw quantities were chocked to reinforce unit panels as needed. Additional screws shall be #8 min. diameter SAE GR. 2 or stronger SMS. They shall be positioned according to the "Additional Screws Directives" in the tables above and Details 1/13 and 2/13. Provide 1" min. spacing between neighboring screws (existing or additional). Distribute additional screws evenly between left and right sides of the panel U.N.O. Validate that each additional screw joins the panel to the 24 GA min. thick steel member. Screw saes, quantities on panels, and panel characteristics are according to client's description. 1000 hours of ASTM B117 are required with zero red rust for all additional screws. CORP. OFC: 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 13 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 PANEL DESIGNATIONS: LOUVER UNITS, DAVE LENNOX SIGNATURE COLLECTION P #3 SIDE VIEW - LEFT_ /,1 FRONT ISOMETRIC VIEW 14 SCALE: NITS Ll SCALE: NTS TOP #3 J❑ 2 8As2 scALa:Nrs NOTE: The unit depictions in Details 1113 through 3/13 are for illustrative purposes only. Actual units may vary slightly in appearance. Lowers on Panels G, H, & K (Wall Panels) are not shown in full. Lower direction may be horizontal or vertical. Circled regions above illustrate additional screw locations per the additional screw directives below. This page applies to Dave Lennox Signature Collection louver units; see pages 3 through 7 for cabinet type classifications. PANEL INTEGRITY SUMMARY: LOUVER UNITS, DAVE LENNOX SIGNATURE COLLECTION I Pi Up to t 67 psf Lateral & 53 psf Uplift Wind Pressures Panel Additional Dulgnadon Screws Additional Serawa Diractiv. Required Top D No additional screws required for Panel 03 Top Paned K3. Panels Wa ootW it ag 2 Ional(2) screws along the right edge of the Front Pan Panel) Wall Penal to join with Panel ((Comer Port). Panel Install (4) screws along the right edge of each Side 151de Will 4 Wall Panel to loin with Panel I's(Corner Posts). Panel) Note: (4) per Panel H,(8) total. Panel) D No additional screws required for (Comer Post) Panel I's (Comer Postal. Panel( Install (2) screws along bottom left and right edges (Back Access 2 of Panel J. Equally distribute screws between left Panes and night sides. Panel (smaller D No addidonal screws required for Panel K's(smaller Back Penals) back "refill. (121 ADDITIONAL SCREWS REQUIRED IN TOTAL Up to 1149 psf Lateral & 127 psf Uplift Wind Pressures penal Mentioned Dulgnadon Screws Atltlkbnal Scram Directive Required Top D No additional screws required for Panel 03 Top Panel K3. Pant G (F 5 herself (5) screws along the right edge of the Front Panel) Panel) Wall Panel to join with Panel ((Coer Post). m Panel Install(8) screws along the right edge of each Side (Side Wall B Wall Panel to loin with Panel I's(comer Posts). Panel) Note:(9) Per Panel H, 1161 total. Panel D No additional screws required for ;Comer Pori) Panel I's(Comer Point. Panel( mstall(8) screws along bottom left and right edges (Back Access 12 of Panel J. Install (4) screws along top left and right Panel) edges of Panel J. Equally distribute screws between left and right sides. Panel (Smaller a No addhlcnal screws required for Panel K's(smaller exit Panels) back panels). (33) ADDITIONAL SCREWS REQUIRED IN TOTAL Panel Integrity Summary Notes: WARNING: HIGH PRESSURE REFRIGERANT HAZARD No additional screws are required for Exercise caution while installing additional screws into the Wind pressures up to 3 24 psf lateral & 19 psf uplift I unit to avoid piercing refrigerant lines behind panels. Calculations Were performed according to the information provided a Refrigerant fluid is under high pressure. by the client for a worst -case unit (which was determined by this office to be a (39.5" W If 35.5" D x 47" H unit). Panels were assigned various porosities depending on the ratio of louver area to total panel area, for tension and shear Calculation purposes. Screw quantities were checked to reinforce unit panels as needed. Additional screws shall be NS min. diameter SAE GR. 2 or stronger SMS. They shall be positioned according to the "Additional Screws Directives" in the tables above and Details 1/13 and 2/13. Provide 1" min. spacing between neighboring screws (existing or additional). Distribute additional screws evenly between left and right sides of the panel U.N.O. Validate that each additional screw joins the panel to the 24 GA min. thick steel member. Screw saes, quantities on panels, and panel characteristics are according to client's description. 1000 hours of ASTM 8117 are required with zero red rust for all additional screws. CORP. OFC: 160 SW 12T AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 14 of 15 (954) 354-0660 1 (866) 396-9999 1 TEAMCo1ENGTNEERINGEXPRESS.COM I ENGINEERINGEXPRESS.COM Lennox Merit, Elite, & Dave Lennox Signature Collection Engineering I TER-20-32211 APPENDIX A: DESIGN WIND PRESSURE GUIDE Max. Ult. Wind Speed Max. MRH (Roof Height) Exposure Category Required Design Wind Pressures(ASD) lateral Pressure Uplift Pressure 140 mph At -Grade (0 ft) C 26 psf 21• psf D 31 psf 25" psf 100 ft C 67 psf 53 psf D 75 psf 59 psf 200 R C 76 psf 60 psf D 84 psf 67 psf 175 mph At -Grade (0 it) C 40 psf 32•psf D 49 psf 39• psf 100 ft C 104 psf 82 psf D 117 psf 93 psf 200 it C 119 psf 94 psf D 131 psf 1 104 psf 186 mph At -Grade (0 ft) C 46 psf 36• psf D 55 psf 44` psf 100 ft C 117 psf 93 psf D 132 psf 105 psf 200 it C 135 psf 106 psf D 148 psf 117 psf indicates a design wind pressure that is not approved for use by this evaluation. Seek additional engineering or contact this office for design solutions. UNIT REACTIONS FROM WIND GUIDE U —} D/2 DIRECTIVE: This design pressure guide is for reference only and shall be approved for use by the Authority Having Jurisdiction (AHJ). 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 scenarios classified as Exposure Category 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, consult with an engineer for a site -specific analysis. The required ASO design pressures listed in the above guide were calculated based on the parameters listed 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, uplift is optional for mechanical equipment at -grade. At the discretion of the AHJ, uplift may be taken as 0 psf or as the value listed in the guide. At -Grade 40 It MRH) Required Deslan Pressures: o ASCE 7 "Design Wind Loads: Other Structures" o Structure Shape = Square, flat terrain o Height of structure (unit + stand or curb, if used) = 6 it max. o Width of unit = 1 it min., Depth of unit = 1 ft min. o Uplift Pressure = Lateral Pressure x 1.5 11.9 (if considered) Rooftop (>15 it MRH) Required Desion Pressures: o ASCE 7 "Design Wind Loads: Other Structures: Rooftop Structures and Equipment for Buildings" o Structure Shape = Square, flat terrain o z = up to 7 it, where z = height of stand or curb + Y,, unit height o Lateral GC,= 1.90; Uplift GC,= 1.50 VISIT ECALC.10/FORCES ffM] FOR HELP DETERMINING DESIGN PARAMETERS AND TO SEE MORE EXAMPLES, ❑ OR SCAN THE OR CODE TO THE RIGHT> � DIRECTIVE: This guide is intended for use by a design professional. Design parameters shall abide all specifications and limitations stated in this report. Design professional shall consider all forces, including seismic and snow loads, per governing building code. Unit reactions obtained from this guide shall be verified by a registered Professional Engineer. Reactions are applicable for unit -to -host connections only. Sample calculations are provided below. Deslan Parameters: - Lateral Wind Pressure, P—lat - Uplift Wind Pressure, P—up - Unit Height, H - Unit Depth, D - Unit Width, W - Unit Weight, Wt - Support Spacing across Depth, ad - Support Spacing across Width, sw Unit Reaction Equations: Long Side (Width x Height): Short Side (Depth x Height): - Sliding Force, L= Plat x W x H - Sliding Force, L= Plat x D x H Uplift Force, U= P_up x W x D - Uplift Force, U= P_up x W x D - Total Tension per Long Side = - Total Tension per Short Side = (Lx 1-112+Uxsd/2-Wtx 0.6 x sd/2 )/ad (Lx H/2 + U x sw/2 - Wt x 0.6xsw/2)/sw Example: A (48" W x 36" D x 42" H), 250 lb net weight unit at wind pressures of 120 psf lateral and 95 psf uplift, on a 24" wide roof stand, shall have the following unit reactions: Long Side (Width x Height): Short Side (Depth x Height): 1. Sliding Force, L= P_let x W x H 1. Sliding Force, L= Plat x D x H = (120 psf) x (48 in) x (42 in) x (1 in2/144 ft2) = 1680 Ib = (120 psf) x (36 in) x (42 in) x (1 in2/ 144 ft2) =1260 Ib 2. Uplift Force, U= P_up x W x D 2. Uplift Force, U= P_up x W x D = (95 psf) x (48 in) x (36 In) x (1 in2 / 144 ft2) = 1140 lb = (95 psf) x (48 in)_x (36 in) x (1 in2/ 144 112) =1140 Ito 3. Total Tension per Long Side = 3. Total Tension per Short Side = =(Lx H/2 + U x sd/2 — Wt x 0.6 x sd/2 j/ad =(LxH/2+Uxsw/2-Wtx0.6xsw/2)Isw =((1680 lb x4212 in) +(1140 lb x 24/2 in)-=((1260 lb x 42/2 in) +(1140 lb x 48/2 in) - (250 lb x 0.6 x 24/2 in) ) / 24 in =1965lb (250 lb x 0.6 x 48/2 in)) / 48 in = 10461b 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 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: 160 SW 12^ AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 15 of 15 (954) 354-0660 1 (866) 396-9999 1 TEAM@ENGINEERINGEXPRESS.COM I ENGINEERINGEXPRESS.COM Certificate of Product Rat! AHRI Certified Reference Number: 206221387 Date: 03-14-2022 Model Status: Active AHRI Type: RCU-A-CB (Split System: Air -Cooled Condensing Unit, Coil with Blower) Series: ELITE EL18XCV SERIES Outdoor Unit Brand Name: LENNOX Outdoor Unit Model Number (Condenser or Single Package) : ELI8XCVSO48-230A" Indoor Unit Model Number (Evaporator and/or Air Handier): CBA25UHV-048-230-" Region : Southeast and North (AL, AR, DC, DE, FL, GA, HI, KY, LA, MD, MS, NC, OK, SC, TN, TX, VA, AK, CO, CT, ID, It, IA, IN, KS, MA, ME, Ml, MN, MO, MT, NO, NE, NH, NJ, NY, OH, OR, PA, RI, SO, UT, 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), btuh : 48000 SEER: 17.00 EER (A2) - Single or High Stage (95F) : 12.20 t"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. Ratings that are accompanied by WAS indicate an involuntary re -rate. The new published ratino is shown along with the previous (i.e. WAS) ralina. DISCLAIMER AHRI does not endorse the products) 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 at; liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed In the directory at www.uhridirectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI. This Certificate shell only be used for Individual, personal and confidential reference purposes. The contents of this Certificate may not. In whole or In part, be reproduced; copied; disseminated; ArmW ME -WE entered Into a computer database; or otherwise utilized, In any farm or manner or by any means, except for the user's Individual, personal and confidential reference. AIR-0ONOITIONING, HEATING, CERTIFICATE VERIFICATION & REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.a h rid irectory.org, click on "Verify Certificate" link cox make life beue, 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. 02022Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 132917389568329967 Ron DeSantis, Governor Melanie S. Griffin, Secretary dbpr a STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE CLASS A AIR CONDITIONING CONTRACTOR HEREIN IS CERTIFIED UNDER THE LICENSE NUMBER: EXPIRATION DATE: AUGUST 31, 2022 Always verify licenses online at MyFloridaLicense.com • F �iL•_0 rythk r •: Do not alter this document in any form. jW This is your license. It is unlawful for anyone other than the licensee to use this document. ❑� � Local Business Tax Receipt Miami —Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 3630473 BUSINESS NAME/LOCATION DIRECT AIR 12200 SW 129TH CT MIAMI, FL 33186-6443 OWNER ENDURING SACH 1 LLC JUAN JESUS SOTOLONGO, OI IAI IFIFR Worker(s) 10 RECEIPT NO. RENEWAL 3793271 LBT EXPIRES ✓ SEPTEMBER 30, 2022 Must be displayed at place of business Pursuant to County Code Chapter SA - Art. 9 & 10 SEC. TYPE OF BUSINESS PAYMENT RECEIVED 196 SPEC MECHANICAL BY TAX COLLECTOR CONTRACTOR 82.50 01/24/2022 CAC1821302 0223-22-000379 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holders qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above most be displayed an all commercial vehicles - Miami -Dade Code See Ba-278, MI OM For more information, visit wwMa iamidi de.gov/taxcellemm ENDUR-2 ACORL7" CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 02/01 /2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER 305-442-2340 R A Brandon & Co 217 Aragon Ave Coral Gables, FL 33134 Todd Brandon Insurance, Inc 5gpy,4T Todd Brandon Insurance, Inc PHONE 305-442-2340 FAX 305-444-0497 A/C, No. Ext : AIC, No): E- AIthsse ran on ra ran on.com INSURERS AFFORDING COVERAGE NAIC # INSURER A: Covington S e Ialty Ins Co 13027 s RFDng Sach 1 LLC �nt�un dba Direct Air 13155 NW 13th Street Pembroke Pines, FL 33028 INSURER B : Evanston Insurance Co 35378J INSURER C : INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR Im-MMIDDIYYYYI TYPE OF INSURANCE DL UBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE � OCCUR AMWO0121504 12/01/2021 12/01/2022 EACH OCCURRENCE $ 1,000,000 DAMA PREMI ETORENTED SES (Ea occurrence) $ 100,000 MED EXP (Anv oneperson) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GEWL AGGREGATE LIMIT APPLIES PER: POLICY ❑X JECTPRO- LOC OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMPIOP AGG 2,000,000 AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS ED AUTOS ONLY AUTOS ONNLY COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY Perperson) $ BODILY BODILY INJURY Per accident $ PPerr a�Rdent AMAGE B UMBRELLA LIAR EXCESS LIAB X OCCUR CLAIMS-MAMD 4578282 12101/2021 12/01/2022 EACH OCCURRENCE 2,000,000 X AGGREGATE $ 2,000,000 DED RETENTION $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR/PARTNERIEXECUTIVE a % FICER/M MB R EXCLUDED? ( andatory n N ) If yes, describe under DESCRIPTION OF OPERATIONS below N I A PER OTH- E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more apace Is required) License number# cac1821302 MIASHOR MIAMI SHORES VILLAGE BUILDING DEPT 10050 NE 2ND AVENUE MIAMI SHORES, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Todd Brandon Insurance, Inc ACORD 25 (2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ACORO® CERTIFICATE OF LIABILITY INSURANCE DATE / 01N /144/2022 Y) 022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(les) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Automatic Data Processing Insurance Agency, Inc. Automatic Data Processing Insurance Agency, Inc. HONE 1-800-524-7024 Arc No E tL ADDRESS: INSURERS AFFORDING COVERAGE NAIC # 1 Adp Boulevard INSURER A: Technology insurance Company, Inc. 42376 Roseland NJ 07068 INSURED ENDURING SACH 1 LLC INSURER B : DBA DIRECT AIR INSURER C INSURER D : 13155 NW 13TH ST INSURER E : [INSURER F : Pembroke Pines FL 33028 COVERAGES CERTIFICATE NUMBER: 2263807 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE INSp POLICY NUMBER MMfDD OLICY E F POLICY EXP MMIDD LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS-MADE F1 OCCUR EACH OCCURRENCE $ DAMAGE TO-RERTEU-- PREMISES Ea occurrence $ IVIED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- JECT ❑ LOC OTHER: GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ $ UMBRELLA LIA8 EXCESS LIAR OCCUR EACH OCCURRENCE $ HCLAIMS-MADE AGGREGATE $ DED RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE N❑ OFFICERIMEMBER EXCLUDED? . (Mandatory in NH) It yes, describe under DESCRIPTION OF OPERATIONS below N / A N TWC4042813 11 /19/2021 11 /19/2022 PER OTH- STATUTE ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required) #CAC1821302 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2ND AVE AUTHORIZED REPRESENTATIVE MIAMI SHORES FL 33138 `-7(��� ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD