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MC-19-2714Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date:11/20/2019 Location Address Parcel Number 900 NE 97TH ST, Miami Shores, FL 33138 1132060142660 Contacts Permit No.: MC-11-19-2714 Permit Type: Mechanical - Residential Work Classification: A/C Replacement Permit Status: Approved Expiration:05/18/2020 RONALD FRAZIER Owner 900 NE 97 ST, MIAMI SHORES, FL 331382500 ARS/RESCUE ROOTER Contractor DENNIS JOHN ZACEK 965 RIDGE LAVE BLVD 201, MEMPHIS, TN 38120 Business: 3052357223 malpsagir@ars.com Description: AC CHANGE OUT 5T 10KW Valuation: $ 10,679.00 Inspection Requests: 4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $6.60 DBPR Fee $5.61 DCA Fee $3.74 Education Surcharge $2.20 Permit Fee $323,77 Scanning Fee $9.00 Technology Fee $9.34 Total: $410.26 Date Paid Total Fees Check # 118253013853 11/20/2019 Check # 8253013824 11/14/2019 Amount Due: Amt Paid $410.26 $360.26 $50.00 $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 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 constructon and zoning. Futhermore, I authorize the above named contractor to do the work stated. —2-0 t Authorized Signature Owner ! Applicant / Contractor / Agent Date November 20, 2019 Page 2 of 2 t i JBY: Miami Shores Village Building Department v10050 N.E.2nd Avenue, Miami Shores, Florida 33138Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 lFBC 20 q t� BUILDING Master Permit No.� �' /�1 ( ��— l (4- PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING Rf MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS �// JOB ADDRESS: qo() N F a j -1 Sr City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: % Q& — Q/ — 2 6 6y Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder) ��� G , / (Z,_7 %Z Phone#: 3 �s "se8 - 2 7 59 Address: V&. �(� TN 5-r ' pg00 City: 91a-Y✓�� 5 h ex s State: �L, Zip: 3 3 I Tenant/Lessee Name: Phone#: 3C6 —S,2 48S Email: gc-FIZ A-z'e R ;) tzc.—r-RAzi,6 p • e.D'►'n CONTRACTOR: Company Name: A. R. 5 1?1B SCue- Q 00-r /Z Phone#: 3p s - 2 3 5 — -4 2z 3 Address: i ap? 0 S Vt% L 0 8 AVO City: I f,_ w► 1, State: t=_ L_ Zip: 13 1 S Qualifier Name: 2ACci K ) E A/ Al I S . 7'C )H,0 Phone#: SLDS "23S Z Z 3 State Certification or Registration #: C9 G i Z y q:4B _Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ [_6f Square/Linear Footage of Work: Type of Work: ❑ Addit' n ❑ Alt ration El New Repair/Replace El Demolition Description of Work:4C L? Specify color of color thru tile: Submittal Fee $ SCE Permit Fee $ Scanning Fee $ Technology Fee Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary $. Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) 4 Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved an4,17reinspection fee will be charged. Signatur Signature NER or GENT ONTRACTOR The foregoing ins e t was acknowledged befo This _day of 20 by 1�1 DE -Who is personally known to me or who has produced#.. a as identification and who did take an oath. NOTARY PUBLIC: Sign:: Print Seal: 4e•w- Notary Public State of Florida Cassandra M Dominguez h My Commission GG 186321 or w Expires 03/14/2022 Theforegoinginstrument was acknowledged bef re me this i p day o by ho' personally o n to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: nt: Seal: „y N131 N% Notary Public State of FloridaCassandra M Dominguez if � My Commission GG 186321 .3 1 of a Expires 03/14/2022 APPROVED BY Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 AIR CONDITIONING REPLACEMENT DATA 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):�� �c gn &A7 y� I City: Miami Shores Village County: Miami Dade Zip Code: M 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 ZNO ❑ ARHI Sheet Attached: YES NO ❑ Contract Attached: YES UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER c AHU or PKG. UNIT MODEL # COND. UNIT MODEL # KW HEAT NOM TONS AHU CU PKG 1) M.C.A AHU ' KG AHU CU PKG 2) M.O.P AHU PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT / / PKG UNIT EER/SEER YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT I ` YE NO YES NO NEW 4"CONCRETE SLAB YES N YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): Co 7ERW 2. Maximum Overcurrent Protection (Fuse/Breaker Size): Up 3. Voltage of Circuit (208/240/480): _ 4. Size Disconnecting Mean Contractor's Company Name: State Certific< a oar ti Signature a (Qualifier's hone:f�z���`L)� Certificate of Competen y No. Date: I d - (Revised02/24/2014) 8/15/2019 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3206-014-2660 Property Address: Owner 900 NE 97 ST Miami Shores, FL 33138-2500 RONALD E FRAZIER CLARICE R FRAZIER Mailing Address 900 NE 97 ST MIAMI SHORES, FL 33138-2500 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/3/0 Floors 1 Living Units 1 Sq.Ft Sq.Ft 3,725 Sq.Ft 19,189 Sq.Ft Multiple (See Building Info.) Actual Area Living Area Adjusted Area Lot Size Year Built Assessment Information Year 2019 2018 2017 Land Value $535,373 $575,670 $575,670 Building Value $271,990 $274,151 $276,310 XF Value $31,114 $31,396 $31,679 Market Value Assessed Value $838,477 $308,834 $881,217 $883,659 $303,076 $296,843 Benefits Information Benefit Type Assessment Reduction 2019 2018 2017 Save Our Homes Cap $529,643 $578,141 $586,816 $25,000 $25,000 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 5-6 53 42 MIAMI SHORES SEC 3 PB 10-37 LOTS 1 & 2 BLK 74 LOT SIZE SITE VALUE OR 16118-2001 0893 1 Generated On : 8/15/2019 Taxable Value Information County Exemption Value Taxable Value 2019 $50,000 1 $258,834 2018 $50,000 $253,0761 2017 $50,000 $246,843 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $283,834 $278,076 $271,843 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $258,834 $253,076 $246,843 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $258,834 $253,0761 $246,843 Sales Information Previous Sale Price OR Book -Page Qualification Description 08/01/1993 $240,000 16118-2001 Sales which are qualified 12/01/1990 $212,500 14826-3308 Sales which are qualified 08/01/1980 $190,000 10846-0876 Sales which are qualified 1 Sales which are qualified 04/01/1976 1 $134,000 00000-00000 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: NIC :""` ...... This form must accompany ALL air conditioning replacement permit applications. Eac11lihtrChange'-out must be on its own data sheet. Multiple units on single sheets are not acceptable. •••••• Job Address (where the work is being done):— tcc)— f-w—, gn 17 City: Miami Shores Village County: Miami Dade Zip Code:* • • • • • • • •rrrr• • • ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID C0NCRETE:SVA8 • ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATrI N` •"• • •rw• A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means: YES ZNO ❑ ARHI Sheet Attached: YES /NO ❑ Contract Attached: YES UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER Q AHU or PKG. UNIT MODEL # COND. UNIT MODEL # KW HEAT NOM TONS AHU CU PKG 1)M.C.A AHU' KG AHU CU PKG 2) M.O.P AHU PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT / / PKG UNIT EER/SEER YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT ` YE NO YES NO NEW 4"CONCRETE SLAB YES N YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): co Tito 2. Maximum Overcurrent Protection (Fuse/Breaker Size): U0 o� 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Mea Contractor's Company Name: State Certificfe or Re Signature (Revised02/24/2014) one:501 � 3 ti o. Certificate of Competen y No. Date: (Qualifier's si atur 8/15/2019 Property Search Application - Miami -Dade County A`F THE PROPERTY" APPRA14"ER OFFICE U 4K Summary Report Property Information Folio: Property Address: Owner 11-3206-014-2660 900 NE 97 ST Miami Shores, FL 33138-2500 RONALD E FRAZIER CLARICE R FRAZIER Mailing Address 900 NE 97 ST MIAMI SHORES, FL 33138-2500 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/3/0 Floors 1 Living Units 1 Sq.Ft Actual Area Living Area Adjusted Area Lot Size Year Built Sq.Ft 3,725 Sq.Ft 19,189 Sq.Ft Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value $535,373 $575,670 $575,670 Building Value $271,990 $274,151 $276,310 XF Value $31,114 $31,396 $31,679 Market Value $838,477 $881,217 $883,659 Assessed Value $308,834 $303,076 $296,843 Benefits Information Benefit Type 2019 , 2018 2017 Save Our Homes Cap Assessment Reduction $529,643 $578,141 $586,816 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,0001 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 5-6 53 42 MIAMI SHORES SEC 3 PB 10-37 LOTS 1 & 2 BILK 74 LOT SIZE SITE VALUE OR 16118-2001 0893 1 Generated On : 8/15/2019 Taxable Value Information County Exemption Value Taxable Value 2019 $50,000 1 $258,834 2018 $50,000 $253,076 2017 $50,000 $246,843 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $283,834 $278,076 $271,843 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $258,834 $253,076 $246,843 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $258,834 $253,0761: $246,843 Sales Information Previous Sale Price OR Book -Page Qualification Description 08/01/1993 $240,000 16118-2001 Sales which are qualified 12/01/1990 $212,500 14826-3308 Sales which are qualified 08/01/1980 $190,000 10846-0876 Sales which are qualified 04/01/1976 $134,000 00000-00000 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: This combination qualifies for a Federal Energy Efficiency tax Credit when placed in service between Feb 17,2009 and Dec 31, 2016. Certificate of Product Ratings AHRI Certified Reference Number: 201778778 Date : 10-16-2019 Model Status :oAtive • AHRI Type: RCU-A-CB Series: PERFORMANCE 16 ACOutdoor Unit Brand Name: CARRIEROutdoor o •' Unit Model Number (Condenser or Single Package) : 24APB660A*030* • • Indoor Unit Model Number (Evaporator and/or Air Handler) : FV4CNB006L ' •"" ' Region : All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, Mq, ME* MN, MO, MS, • • MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VA, Vi, WA, IV, WI, • • •"• 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 CARRIER product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, 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 : 57000 SEER: 16.00 EER (A2) - Single or High Stage (95F) : 13,00 I PY DATE I., r•I 't J.' frl AI , FEUc_FAL " J 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."Production Stopped" Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratings that are accompanied by WAS indicate an involuntary re -rate. The new published ratinq is shown alonq with the previous (i.e. WAS) ratina. 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 date listed on this Certificate. Certified ratings are valid only for models and configurations listed In the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI. This Certificate shall 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; entered Into a computer database; or otherwise utilized, In any form or manner or by any means, except for the user's Individual, personal and confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION & REFRIGERATION INSTITUTE The Information for the model cited on this certlHcate 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. 02019AIr-Conditioning, Heating, and Refrigeration Institute 1 CERTIFICATE NO.: 132157185468729389 Home Services Installation Customer Approval I► Home Depot License Vs - For the most current listing visit www.Homedepa �EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113, CCC1331130; FRAZIER IRONALD Customer Last Name Customer First Name 900 NE 97TH ST Job Site Address 6322 449090488159• • • Store # •�ead•or PO#•••• •••••• MIAMI SHORES F!• • • 33138 • • • •Cit• Y • • tate• Zip • • 305-588-2459 REFRAZIER@REFRAZIER.COM• 0• • • • • • • • Home Phone# Work Phone# Cell Phone## Customer Email Address . • • .....: Additional PO(s):+�� .... Waiver: Upon receipt of payment from Home Depot U.S.A., Inc. ("Home Depot") on behalf of the customer named above, this document shall be effective to waive, relinquish, and forever release any right of the undersigned Service Provider to a mechanic's lien, stop notice, or any right against a labor or material bond on the job performed for the customer and the property at the job site address listed above. The undersigned Service Provider represents that all laborers, mechanics, and materialmen furnishing services or materials on the job either have been or will be fully paid for the services or materials. Release and Indemnification: The undersigned Service Provider agrees to cause the prompt release of any liens, stop notices or other property encumbrance that may be filed against the property at the job site address by any laborer, mechanic, or materialman claiming the right to file such lien, stop notice or encumbrance through or under the undersigned. The, undersigned Service Provider further agrees to defend, hold harmless and indemnify Home Depot, the customer named above, and the owner of said property, from and against all costs and expenses arising from or by reason of such lien, stop notice or encumbrance, or the release or discharge thereof. Acknowledgment: The undersigned acknowledges and agrees to the above terms and conditions. ARS/MIAMI-C24 305-704-3042 Service Provider Name Service Provider Phone # 18720 SW 108 AVE. MIAMI Service Prilvider Addr City NOTICE TO ® MINER CMC1249753 Service Provider License # (SF&I ) FL 1 133157 State Zip L I lb Date Do not sign this completion certificate or any agreement stating that you are satisfied with the entire project before this project is complete. Home repair contractors are prohibited by law from requesting or accepting a certificate of completion signed by the owner prior to the actual completion of the work to be performed under the home repair contract. Certificate of Completion: Customer sign here only upon your acknowledgement of actual completion and final approval of the work. RONALD, FRAZIER - Customer Name = C , o , nature D to The Home Depot - 2455 Paces Ferry Road, N.W. Bldg. B-3, Atlanta, Georgia 30339 - Customer Care: 1-800.466-3337 321 QA Checklist (20 Feb. 17) (C) v 101.0.0 r � Quality Audit / Customer Approvai s Equipment Information: Manufacturer Serial # Equipment Type Model Number 1 CARRIER zVW Cu 24APB66OA003 2 CARRIER AH FV4CNB0061.00 3 NEST 1 ,THERMOSTAT PRO 4 ' 5 6 • 7 ... g ..... .... ..... g.. .... ...... 10 • . . . . ...... Additional Comments: MIKE TTO LEONARDO INSTALLER: LIODAN INSTALL DATE: 8/16/19 CARRIER 5 TON 16 SEER VARIABLE SPEED W/ NESTPRO REPLACE WITH NEW ELECTRIC AIR CLEANER SEASL DUCT WORK 2 OPENIGS TO ATTIC MASTER BEDROOM DUCT PLEASE CHECK $10,679 HDCC (24M) HD LEAD 1-49090488159 PERMIT MIAMI SHORES AHRI201778778 W/O 11798319 The Home Depot - 2456 Paces Ferry Road, N.W. Bldg. B-3, Atlanta, Georgia 30339 - Customer Care: 1-800466-3337 321 OA Checklist (20 Feb. 17) (C) v 16.0.0 h" �ENGINEERING EXPRESS a� E.X.P.E.R.T. (Engineering Express Product Evaluation Report) 160 SW 12THAVE SUITE 106, DEERFIELD BEACH, FL 33442 (954) 354-0660 1 ENGINEERINGEXPRESS.COM REPORT HOLDER: CARRIER ENTERPRISE OF FLORIDA 2000 PARKS OAKS AVE ORLANDO, FL 33428 USA (954) 247-2003 1 FL.CARRIERE NTERPRISE.00 Technical Evaluation Report DIVISION: 23 08 00-COMMISSIONING OF HVAC THIS DOCUMENT CONTAINS (5) PAGES: THE FIRST PAGE MUST BEAR AN ORIGINAL SIGNATURE & SEAL OF THE CERTIFYING PE TO BE VALID FOR USE (Issued January 01, 2018 Subject to Renew January 1, 2020) (or next code cycle change) acrri� 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 Sixth Edition (2017) per FBC Section 104.11.1, FMC 301.15, FBC Building Ch. 16, ASCE-7-10, FBC Existing Building sections 707.1, 707.2, FBC Building 1522.2, and FBC Residential M1202.1, M1301.1, FS 471.025, including Broward County Administrative Provisions 107.3.4. The product noted on this report has been tested and/or evaluated as summarized herein. IN ACCORDANCE WITH THESE CODES EACH OF THESE REPORTS MUST BEAR THE ORIGINAL SIGNATURE & RAISED SEAL OF THE EVALUATING ENGINEER. SUBSTANTIATING DATA: • Product Evaluation Documents Substantiating documentation has been submitted to support this TER and is summarized in the sections that follow. • 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: • Maximum allowable unit panel wind pressure connection integrity • Maximum allowable uplift, sliding, & overturning moment for ground and roof applications Calculation summary for this TER is provided in the forces summary table. No 33% increase in allowable stress has been used in the design of this product. Microsoft Excel was used to carry out the calculations present in this report. INSTALLATION: The product(s) listed in this report shall be installed in strict compliance with this TER & manufacturer -provided model specifications. The product components shall be of the material specified in the manufacturer -provided product specifications. All screws must be installed in accordance with the applicable provisions & anchor manufacturer's published installation instructions. LIMITATIONS & CONDITIONS OF USE: Use of this product shall be in strict accordance with this TER as noted herein. See final page for complete limitations and conditions of use. OPTIONS: This evaluation is valid for all CARRIER models present in the table located on the final page. FINISH: Baked enamel. TER-17-5091.1 Florida Building Code Sixth Edition (2017) NOTE: GRAPHICAL DEPICTIONS IN•THIS I;EPORT All W iLLUSTMTIVE • PURPOSES ONLY. ACTUAL UNITS MAY DtFPER SLIGHTLY IN APPEARANOO • •• • • a • • • • UNIT CASING MATERIAL: "' * 0.86mm galvanized sheet steel ASTM A653 EDDS cold rolled steel for removable top panel. 1.14mm galvanized sheet steel ASTM A653 EDDS cold rolled steel for base pan. Side protector steel grille ASTM A510 02.03mm vertical wire and 02.68mm horizontal wire, secured with #10-16 sheet metal screws into top and base pan. INSTALLATION: Shall follow manufacturer specifications as well as the information provided herein. STRUCTURAL PERFORMANCE: Models referenced herein are subject to the following design limitations: ASCE7-10 Exposure Category C, Risk II Up to and including 175mph (Vult) for up to 200' MRH**. HVHZ*** Up to and including 170mph (Vult) for up to 250' MRH**. HVHZ*** Up to and including 200mph (Vult) for up to 56' MRH*". Non-HVHZ*** Ground or Roof Application per installation instructions **Mean Roof Height ***High Velocity Hurricane Zone Maximum Rated Wind Pressure: 193psf Lateral, 93psf Uplift (ASD) Site speck wind analysis may produce alternate limitations provided ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SEAL REQUIRED TO BE VALID PER CODE: �; lanuary 1. 2018 Frank L. Bennardo, P.E., SECB C°3Signed by If Checked: ENGINEERING EXPRESS® Gordon DiBattisto, PE FL PE #0046549 FLCA #9885 FL PE #82328 NOTICE: IF THIS PAGE DOES NOT CONTAIN AN ORIGINAL SIGNATURE & ENGINEER SEAL: IF THERE IS A DIGITAL SIGNATURE ON PAGE 1, THIS DOCUMENT IS PART OF A DIGITALLY SIGNED FILE, SHALL REMAIN IN DIGITAL FORMAT & PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. IF THERE IS NO DIGITAL SIGNATURE ON PAGE 1 OR THIS PAGE DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL, THIS DOCUMENT IS A COPY/DRAFT. Copyright ® 2018 Engineering Express® / Frank L. Bernardo The FBC 17 defines APPROVED SOURCE (Section 202) as: "An Independent person, firm or corporation, approved by the building official, who is competent and experienced in the application of engineering principles to materials, methods or systems analyses." Engineerng Express® professionals meet the competency requirements as defined in the FBC and can seal their work. Engineering Express® is regularly engaged in conducting and providing engineering evaluations of single -element and full-scale building systems. CARRIER AC & HEAT PUMP UNITS Engineering Expresso ( TER-17-5091.1 SECTION 2 PRODUCT INSTALLATION Heat PumD Unit Note: Unit shown for illustration purposes only. TIE -DOWN STRAP & CLIP SCHEDULE Roof or ground structure / substrate (concrete, steel, aluminum see schedule below) lips 1 or 2. below for specifications + Cabinet Ground or Roof Height* Tie -down Strap Strap Tie -down Clips (1) Tie -down (lips (2) Table 1 Ground NA NA 8 4 Up to 60' (817) 2 Required 8 4 Up to 12Y (15U) 2 Required 8 4 Up to 20Y (25(7) 2 Required 8 4 Table 2 Ground NA NA 8 4 Up to 60, (80') 2 Required 8 4 Up to 12Y (15U) 2 Required 8 4 Up to 200' (25(Y) 1 2 Required 8 4 *The value shown in parentheses indicates the allowable roof height in 170mph conditions. i.e. 60' (80') indicates an allowable roof height of 60' for 175mph or 80' for 170mph Vult. + See tables on last page for cabinet classification. Note: Straps shall be wrapped as shown in detail on section 4. The straps shall be tightened to a snug fit around the unit. Straps shall be 1' width and 22ga galvanized metal. For Non-HVHZ, use (2) metal straps, up to 200' MRH. Values shown in table are minimum specked. Using stronger straps per each height is allowed at installers discretion. ANCHOR TO HOST STRUCTURE SCHEDULE Unit + Model Ground or Roof Height* Anchor Type Concrete 3,000 Psi 1/8 Min A36 Steel 1/8" Min 6061-T6 Aluminum Table 1 Ground A NA NA U to 60' 80' NA B B Up to 120' 150' NA B B Up to 200' 250' NA B B Table 2 Ground A NA NA U to 60' 80' NA B B Up to 120' 150' NA B B Up to 2W 251Y NA I B I B Note: Installers must ensure m that screws used to fasten the tie -down dips with the unit base pan do not touch the coil In order to prevent any m damage to the coil. e TIE -DOWN CLIP (1) • • GROUND AND ROOF PPLI ATION • • • • • •00*000 Miami Tech CUTD 1" wicleoAST; A663 steel 0.07' 011; of varying length or egWvalan6'Dr all cabinets tied down baaa••f• structure or ground strvW Jrysten clip to stjucture usirs anchor• from Anchor Schedule io ost Sttrruucture Table and (2) #1Oi%%419 • self -drilling screw to faste "19 to unit ba%e ppa��rP Install in Snit with• quantities shown in Tied Vb1Jtrap & Clipgcil'ekture. Locat4glipZKt 3' min away from the ap o riate comer using four clips per side (two• at each comer) and foul cll b f $site side in g 1 We confilith'BiT. Miami Tech kit # CBCIAT04KG for grourwl# CBCUT[bW&dwe roof application. • • 00.00 00 00 0 0 0 TIE -DOWN CLIP (2) (GROUND AND ROOF APPLICATION) BMP Clips 2" wide ASTM A283 (Grade D) steel 0.113' thick of varying length for all cabinets tied down to a roof structure or ground structure or equivalent clips; fasten dip to structure using (2) anchor from Anchor Schedule to Host Structure Table and (4) 912 SAE Grade 5 sheet metal screw to fasten clip to unit base pan. Install in unit with quantities shown in Tie -down Strap & Clip Schedule. Locate dips at 3" from the appropriate comer. BMP Dart number TD-042. Tie -down Strap & Clip: (for roof applications) Minimum edge distance 3" from the unit comers. - Use a minimum of tie -down straps per side equally spaced. - Clip height shall be adequate to fit SMS within base pan height. Verify height on site. - Place an adjacent (1) #10 SMS to avoid the straps slip off. Anchor Tvpes to Host Structure: A. — 114" ELCO ULTRACON SS4 Anchor embedded 1 3/4— in 3,000 psi concrete. 21/2" from edge minimum. NOA No. 13-1205.05 B. —1/4" -20 UNC SAE Grade 5 bolt min. 1/2" from edges with nut and washer OD V NA. - No anchors apply. 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. ENGINEERING EXPRESS® 160 SW 12TH AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 2 of 5 1954 354-0660 ENGINEENGEXR.M Copyright 0 2018 Engineering Express® I 1 RIPESSCOFrank L. Bennardo PE, Inc. All Rights Reserved .CARRIER AC & HEAT PUMP UNITS Engineering Express® I TER-17-5091.1 SECTION 3 SUPPORTING CALCULATIONS & SUMMARY FORCES SUMMARY Large Short Short Short Lateral Uplift Large Side Large Side Uplift Unit Ground or Roof Side Side Side Side Pressure Pressure Force Overturn Force Model` Height* Tension Force Overturn Tension (Psf) (Psf) (Ibs) (Ibs-in) (Ibs) (Ibs) (Ibs) (Ibs-in) (Ibs) Ground 43.2 0 482.0 11082.0 315.0 482.0 11082.0 315.0 0.0 Table 1 Up to 60' (80') 151.2 73.1 1688.0 49656.0 1519.0 1688.0 49656.0 1519.0 622.0 Up to 120' (150') 173.8 84.1 1940.0 57082.3 1753.0 1940.0 57082.3 1753.0 715.0 Up to 200' (250') 193.0 93.4 2155.0 63393.3 1951.0 2155.0 63393.3 1951.0 794.0 Ground 43.2 0 482.0 11082.0 315.0 482.0 11082.0 315.0 0.0 Up to 60' (80') 151.2 73.1 1688.0 1 49656.0 1 1519.0 11688.01 49656.0 1519.0 622.0 Table 2 Up to 12Y (150') 173.8 84.1 1940.0 57082.3 1753.0 11940.01 57082.3 1 1753.0 1 715.0 Up to 200' (250') 193.0 93.4 2155.0 63393.3 1 1951.0 12155.01 63393.3 1 1951.0 1 794.0 Calculations performed according to the information provided by the client. Cabinets were assumed solid (0% porosity) for shear and tension calwuYaiion.purposes. PANEL INTEGRITY SUMMARY Unit Model + Ground or Roof Height* Panel Name Applied Wind Pressure (lb/ft2) Force on Panel (Ibs ) Add'I Screw City Needed (PCs) Adelitional reUffQhtent .. re uiredbe and q a0•;� ; • mgmufaFturing Table 1 Ground TOP PANEL 0.0 0.0 �.. No CONTROLCOVER 43.2 50.4 SERVICE PANEL 43.2 91.4 Up to 60' (80') TOP PANEL 73.1 621.9 No CONTROLCOVER 151.2 176.5 - SERVICE PANEL 151.2 319.9 Up to 120' (150') TOP PANEL 84.1 715.4 No CONTROLCOVER 173.8 202.9 SERVICE PANEL 173.8 367.7 - Up to 200' (250') TOP PANEL 93.4 794.5 - No CONTROLCOVER 193.0 225.3 SERVICEPANEL 193.0 408.4 Table 2 Ground TOP PANEL 0.0 0.0 No LOUVER 1 44.1 436.6 LOUVER 2 44.1 362.7 - LOUVER 4 44.1 243.9 CONTROLCOVER 44.1 63.5 Up t0 200 (250) TOP PANEL 93.4 794.5 0 Yes LOUVER 1 193.0 1909.0 2 LOUVER 2 LOUVER 3 193.0 193.0 1585.8 929.6 2 3 LOUVER 4 193.0 1066.3 3 CONTROLCOVER 193.0 277.4 0 The value shown in parentheses indicates the allowable roof height in 170mph conditions. i.e. 60' (80') indicates an allowable roof height of 60' for 175mph or 80' for 170mph Vult. +See tables on last page for cabinet classification and model numbers. Note: any Louver panels contained by straps or dips shall not be reinforced, otherwise reinforce with #10 410 SS screws; amount of screws required are dictated by panel integrity table. Place screw at the bottom part of the louver, joining the louver with the base pan. • • •••••• • ENGINEERING EXPRESS® 160 SW 12TH AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 3 of 5 (954) 354-0660 ENGINEERINGEXPRESS.COM Copyright®2018 Engineering Express® 1 Frank L. Bennardo PE, Inc. All Rights Reserved .CARRIER AC & HEAT PUMP UNITS Engineering Express® I TER-17-5091.1 SECTION 4 DETAILS (2) 1"x22ga GALV. ASTM A36 STEEL STRAP. STRAPS SHALL BE SECURELY TIGHTENED SNUG AGAINST UNIT, TYP. STAND RAIL (BY OTHERS), TYP. MECHANICAL UNIT _ N.T.S. FRONT ISOMETRIC STAND RAIL / (BY OTHERS),) SUPPORT ANGLE TYP. SEE NOTE BELOW (2) #14 SMS AT EACH STRAP END TO WEB OF THE SUPPORT ANGLE MECHANICAL UNIT \ / N.T.S. FRONT ISOMETRIC �• •/CONTROL GRILLE, r COVER � TYP, Note: Image is not to scale and is for Illustration purposes only. Actual units may differ slightly In appearance. OL BOX SEt NOI t BELOW 2 MECHANIC U IT :•.•% N.T.S. • • •NACj ISOMETRIC • • • •••••• • •••••• • • •••••• DATUM FACE • • • • • • • • • •••• •••••• C B CUP A - "AD RAIL • • • • • • • • i4YQTHERS), • • DIM.1 DIM.2 ••i•• • • • • • • • •••••• DIM.4 DIM.3 _l 1 CUP© �CUpQ SUPPORT ANGLE SEE NOTE BELOW 4 TIE -DOWN CLIP LAYOUT N.T.S. PLAN i 'TlII➢iI1➢l 111- —i 1 0 TIE -DOWN' CUP A. SEE CUP.i NOTE F,=-, 0\—UNIT BASE PAN I i ZSUPPORT ANGLE, SEE NOTE _ I i (1) 1"x22ga • GALV. ASTM r�36 STEEL STRAP, SHALL j 8 8 PASS OVER THE UNIT TO I -BEAM ON OPPOSITE ANCHOR PER SIDE. SMS (2) #14 AT SCHEDULE EACH STRAP END STAND RAIL .._,_.___ _.__TO UNDERSIDE OF (I -BEAM) BY THE I -BEAM OTHERS TIE -DOWN CLIP OFFSETS - DIM. 1 5.00" MAX OFFSET FROM DATUM FACE DIM. 2 5.00" MAX OFFSET FROM OPPOSITE FACE DIM. 3 5.00" MAX OFFSET FROM DATUM FACE DIM. 4 10.00" MAX OFFSET FROM OPPOSITE FACE 5 TIE -DOWN CLIPS & STRAPS N.T.S. ELEVATION Note: Miami Tech support angle part number CBCAB30K, CBCAB42K, under NOA #16-0601.01 or equivalent is permitted. ENGINEERING EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 4 of 5 954 354-0660 ENGINEERINGEXPRESS.COM Copyright02018 Engineering Expresst / Frank L. Bennardo PE, Inc. All Rights Reserved -CARRIER AC & HEAT PUMP UNITS Engineering Express® I TER-17-5091.1 CABINETS & DIMENSIONS TABLE 1 UNIT MODEL WIDTH (in) DEPTH (In) HEIGHT (in) WEIGHT (Ibs) CH16"024- 35.00 35.00 32.06 172 CH16"030*** 35.00 35.00 32.06 207 CH16"036*** 35.00 1 35.00 1 32.06 215 CH16**042*** 35.00 35.00 32.06 233 CH16**048*** 35.00 35.00 32.06 238 CH16-060*" 35.00 35.00 45.69 288 II ii II �� Ili ll f it it ll Note: Image is not to scale and is for illustration purposes only. Actual units may differ slightly in appearance. Cabinets CH15 LIMITATIONS & CONDITIONS OF USE: TABLE 2 UNIT MODEL WIDTH (in) DEPTH (in) HEIGHT (in) WEIGHT (Ibs) 25HP*618**** 31.19 31.19 35.50 181 25HP*624**** 35.00 35.00 32.06 1 192 25HP*630**** 35.00 35.00 32.06 227 25HP*636*-* 35.00 35.00 32.06 235 25HP*642**** 35.00 35.00 32.06 253 25HP*648**** 35.00 35.00 32.06 258 25HP*660**** 35.00 35.00 45.69 316 24AP*618 25.75 25.75 35.50 153 24AP*624 31.19 31.19 35.50 174 24AP*630 35.00 35.00 28.68 205 24AP*636 35.00 35.00 28.68 9 204 24AP*642 35.00 35.0 .88 • 2 24AP*648 35.00 35.00 49.69• ' 24AP* 660 35.00 35.00•• • 4t.69 299 •••• • • goo* 0 • • •••••• Note: Image Is not to scale and Is for illustration purposes only. Actual units may differ slightly In appearance Cabinet 25HP Cabinet 24AP Use of this product shall be In strict accordance with this TER as noted herein. The supporting host structure shall be designed to resist all superimposed loads as determined by others on a site specific basis as may be required by the Authority Having Jurisdiction. Host structure conditions which are not accounted for in this product's 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 such damage at all times. Fasteners must penetrate the supporting members such that the full length of the threaded portion is embedded within the main member. All anchors, screws, straps, dips, and attachment part can be substituted for equivalent parts, as long as the capacities of the equivalent parts are equal or stronger. Unit integrity is not mandatory; however, this TER certifies regardless. This evaluation does not offer any evaluation to meet large missile impact debris requirements which typically are not required for this type of product. All of the wind resisting exterior panels, individually meet or exceed their capacity to resist the design wind loads as stated in the calculations as required by the FBC (2017). Due to the indeterminate nature of these units, distortion and deflection cannot be accurately evaluated, but with diaphragm action of external components and internal stiffeners, the base unit has the capacity to withstand these forces with individual external parts being contained. Yearly inspections, during equipment maintenance or after a named storm; all screws, cabinet components, dips, anchor, bolts, straps and cables are to be verified by the A/C contractor. All damaged cabinet components, loose, corroded, broken screws or anchor bolts shall be replaced to ensure structural integrity for hurricane wind forces. ENGINEERING EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 5 of 5 (954 354-0660 ENGINEERINGEXPRESS.COM Copyright 0 2018 Engineering Expresso 1 Frank L. Bennardo PE, Inc. All Rights Reserved