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MC-19-522
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit No.. MC-03-19-622 Permit Type: Mechanical - Residential Work Classification: A/C Replacement Permit Status: Approved issue Date:03/19/2019 FExpiration:09/16/2019 Location Address Parcel Number 3 NE 110TH ST, Miami Shores, FL 33161 1121360040310 Contacts ANA FONSECA Owner 3 NE 110 ST, MIAMI SHORES, FL 33161 Mobile: 9543360881 AAA MODERN AIR CONDITIONING, INC Contractor SALVATORE DI FLORIA 901 PHIPPEN RD, DANIA, FL 33004 Business: 9549214486 Description: REPLACING A/C SYSTEM Valuation: $ 5,759.00 Inspection Requests: Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.60 DBPR Fee $3.02 DCA Fee $2.02 Education Surcharge $1.20 Permit Fee $151.57 Scanning Fee $9.00 Technology Fee $5.04 Total: $225.45 Payments Date Paid Amt Paid Total Fees $225.45 Credit Card 03/19/2019 $175.45 Credit Card 03/11/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required 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 a done in compliance with all applicable laws A regulating construction and zoning. Futhermore, I authorize the above named contractor to do the wdieted. '/9-/� Authorized Signature: Owner / Applicant / Contractor / uate March 19, 2019 Page 2 of 2 a BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC Miami Shores Village P'-Ec Building Department IAR 1 o19 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: - Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20R" Master Permit No.1 G 3-1 l — SZZ— Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING ❑■ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 3 NE 110 ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 -2136-004-0310 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ANA C FONSECA Phone#: 843-540-0023 Address: 3 NE 110 ST City. MIAMI SHORES State: FL Zip: 33161 Tenant/Lessee Name: Email: hone#: CONTRACTOR: Company Name: AAA MODERN AIR Phone#: 954-921-4486 Address: 901 PHIPPEN WAITERS RD. City. DANIA State: FL Zip: 33004 Qualifier Name: SALVATORE DIFLORIA Phone#: 954-921-4486 State Certification or Registration #: CAC1813234 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State Value of Work for this Permit: $ 5,759.00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace Description of Work: REPLACING A/C SYSTEM Zip: ❑ Demolition Specify color of color thru tile: 1,� Submittal Fee $ Q l Permit Fee $ � D r! CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Double Fee $ Bond $ TOTAL FEE NOW DUE $ 14 S 4S 4 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 Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $1500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of 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 and a reinspection fee will be charged. Oa, Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this 6 day of March Zo 19 by Ana Fonseca who is personally known to me or who has produced Driver's License as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Seal: Notary Public - State of Florida y a Commissional► FF951.492 �05o,MF �, ••V My Comm. Expires Jan 19, 2020 APPROVED BY The foregoing instrument was acknowledged before me this 6 day of March 20 19 by Salvatore DiFloria who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: ' l6e Print Seal: e'` Notary Public - State of Florida �= Commission #► FF951492 ''�%' o r�,.••' My Comm. Expires Jan 19. 2020 Plans Examiner Structural Review as Zoning Clerk (Revised02/24/2014) PropertySearch Application - Miami -Dade County Page 1 of 1 C E 0 F T H E R 0 P ER.-TY A P P R Al Summary Report Property Information Folio: 11-2136-004-0310 Property Address: 3 NE 110 ST Miami Shores, FL 33161-7043 Owner NA C FONSECA Mailing Address 3 NE 110 ST MIAMI SHORES, FL 33161 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3 / 2 / 0 Floors 1 Living Units 1 Actual Area 2,259 Sq.Ft Living Area 1,862 Sq.Ft Adjusted Area 2,060 Sq.Ft Lot Size 12,637.24 Sq.Ft Year Built 1953 Assessment Information Year 2018 2017 2016 Land Value $315,491 $315,491 $271,587 Building Value $143,376 $143,376 $143,376 XF Value $1,925 $1,938 $1,952 Market Value $460,792 $460,805 $416,915 Assessed Value $434,609 $425,670 $416,915 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment $26,183 $35,135 Cap Reduction Homestead (Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description COLLEGE HEIGHTS PB 42-8 LOT 32 BILK 1 LOT SIZE 104.440 X 121 OR 19256-2921 08 2000 1 Generated On : 1/17/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $384,609 $375,670 $366,915 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $409,609 $400,670 $391,915 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $384,609 $375,670 $366,915 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value ( $384,609 $375,670 $366,915 Sales Information Previous OR Book- Price Qualification Description Sale Page 11/20/2015 $525,000 29868-4538 Qual by exam of deed Financial inst or "in Lieu of 06/12/2015 $360,000 29658-0431 Forclosure" stated Financial inst or "In Lieu of 07/03/2013 $229,900 28732-4815 Forclosure" stated 08/01/2000 I $149,500 19256-2921 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 1 / 17/2019 SALES - SERVICE - INSTALLATION • ,` � � � ` �TRACT SERVI PHONE: 954-921-4486 FAX: 954-362-2369 901 PHI PPEN WAITERS RD DANIA FL 33004 CAC1813234 accheckup aaamodemair.com BILL TO. p@aaamodemair_com Ana Fonseca JOB LOCATION 3 NE 110 St Ana Fonseca Miami Shores FL 33161 3 NE 110 St Miami Shores FL 33161 Home 843-540-0023 Cellular Home 843-540-0023 Cellular PROPOSAL # 0001149357 CUST # 0065479 PAGE # QUAN DATE 1/17/2019 INSTALL ALL EQUIPMENT AND ITEMS LISTED BELOW AMOUNT 1.00 Estimator Name: HANS 1.00 Tons 4 Seer 17 KW Heat Strip_10 1.00 Bryant Condenser Unit Model # 126CNA048000 1.00 Bryant Air Handler Model # FV4CNB006L00 1.00 Air Conditioning Unit Manufacturer's Warranty: 10 Year Parts 2 Year Labor 10 Year Compressor 10 Year Condenser Coil 10 Year Evaporator Coil 1.00 New Float Switch (PLEASE BE ADVISED THAT THE INSTALLATION OF THIS FLOAT SWITCH DOES NOT GUARANTEE THAT WATER WILL NOT LEAK FROM YOUR A/C AIR HANDLER UNIT). 1.00 New Programmable Thermostat - Honeywell T-4 Pro 1.00 New Building Code Approved Pre -Fabricated Lightweight Concrete Slab 1.00 New Supply Ducts & Grills [ KITCHEN ] 1.00 Flush Existing Drain Line 1.00 All Air Conditioning Permit Fees 1.00 Remove All Debris & Equipment From Premises: System Start Up And Test For Proper Operation. 1.00 Hook Up To Existing Refrigerant Lines 1.00 Evacuate Refrigerant Lines 1.00 Hook Up To Existing Duct Work 1.00 INSTALL NEW SUPPLY PLENUM, REATTACH TO EXISTING DUCTS 1.00 Hurricane Strapping Per Code ,Jai 1.00 New Rubber Isolation Pads 1.00 Hook Up To Existing Electric ^ �� t 1.00 Existing Location of Air Handling Unit In Closet z /�+ l 1.00 Existing Location of Condenser Unit On Ground 1.00 One Year Maintenance Agreement Included [2 Visits] 1.00 Blue Poly Filters [12] Included 1.00 Duct System Inspection Included 1.00 ALL CARPENTRY, DRYWALL PATCHING & PAINTING IS NOT INCLUDED. [ CLOSET WALL SEAL BY OTHERS] 1.00 USE EXISTING AIR HANDLER STAND 1.00 ANY ADDITIONAL ELECTRICAL WORK NOT INCLUDED - IF NECESSARY 1.00 TOTAL 6,233.00 "Customer satisfaction always comes first"' Thank you for the opportunity to bid on your new a/c system. This work sheet is designed to give you more detail on the scope of work performed. Please feel free to call us with any questions. NOTE: PLEASE REFER TO BOTH SIDE OF THIS CONTRACT FOR ALL TERMS AND CONDITIONS. BY SIGNING THE FACE OF THIS CONTRACT, PURCHASER ACKNOWLEDGES THAT PURCHASER HAS READ, UNDERSTANDS AND AGREES TO ABIDE BY THE TERMS AND CONDITIONS OF THIS CONTRACT. TERMS AND CONDITIONS: You are entitled to and exacted copy of the contract you signed. Unless otherwise specified above, all installation of replacement and new A/C systems will be installed, hooking up to existing electrical wiring and breakers, refrigerant lines, drain lines, slabs, roof stands and support brackets, air handler platform boxes, condensate pumps, smoke detector, fire dampers, thermostats, humidistat, duct work, supply and return air grills_ Due to your existing building constructions and South Florida's high humility and heat wave weather conditions, seller can't guarantee any particular cooling temperature_ it is recommended to set your thermostat at 78 degrees for maximum savings on electrical usage. Temperature set below 78 degrees could result in your air conditioning system to run for extended length of time. If it becomes necessary to take collection actions for any charges, THE CUSTOMER, shall be responsible for all court cost, collection cost, and reasonable attomey?s fees incurred to collect any unpaid charges. Customer Print Name Salesman Name Customer Signature Date 3-(0-1q SALES - SERVICE - INSTALLATION CONTRACT PHONE: 954-921-4486 FAX: 954-362-2369 www.aaamodernair.com &7 PHIPPEN WAITERS RD DANIA FL 33004 CAC1813234 accheckup@aaamodernair.com�B91LOL1 TO: 1 JOB LOCATION Ana Fonseca Ana Fonseca 3NE110St 3NE110St Miami Shores FL 33161 Miami Shores FL 33161 Home 843-540-0023 Cellular Home 843-540-0023 Cellular PROPOSAL # 0001149357 CUST # 0065479 PAGE # Page 2 1 DATE 1/17/2019 QUAN INSTALL ALL EQUIPMENT AND ITEMS LISTED BELOW AMOUNT 1.00 Customer Will Receive AAA Modern Air Discount If Paid By Check-159.00 1.00 Customer Will Receive Bryant Instant Rebate-100.00 1.00 FPL Rebate-------------------------------------150.00 1.00 CREDIT FOR SERVICE CALL -65.00 1.00 Financing : Wells Fargo Account # (12 Months) No Interest If Paid In Full Within 12 Months With Regular Monthly Payments. Plan #1019 TOTAL $5,759.00 "Customer satisfaction always comes first" Thank you for the opportunity to bid on your new a/c system. This work sheet is designed to give you more detail on the scope of work performed. Please feel free to call us with any questions. NOTE: PLEASE REFER TO BOTH SIDE OF THIS CONTRACT FOR ALL TERMS AND CONDITIONS. BY SIGNING THE FACE OF THIS CONTRACT, PURCHASER ACKNOWLEDGES THAT PURCHASER HAS READ, UNDERSTANDS AND AGREES TO ABIDE BY THE TERMS AND CONDITIONS OF THIS CONTRACT. TERMS AND CONDITIONS: You are entitled to and exacted copy of the contract you signed. Unless otherwise specified above, all installation of replacement and new A/C systems will be installed, hooking up to existing electrical wiring and breakers, refrigerant lines, drain lines, slabs, roof stands and support brackets, air handler platform boxes, condensate pumps, smoke detector, fire dampers, thermostats, humidistat, duct work, supply and return air grills. Due to your existing building constructions and South Florida's high humility and heat wave weather conditions, seller can't guarantee any particular cooling temperature. It is recommended to set your thermostat at 78 degrees for maximum savings on electrical usage. Temperature set below 78 degrees could result in your air conditioning system to run for extended length of time. If it becomes necessary to take collection actions for any charges, THE CUSTOMER, shall be responsible for all court cost, collection cost, and reasonable attorney?s fees incurred to collect any unpaid charges. Customer Print Name Salesman Name Customer Signature Date IM mi Shores Village B i ing Department 10 N.E.2nd Avenue lami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 AIR CONDITIONING REPLACEMENT DATA C 1N� MAR 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): 3NE110ST • • • • City: Miami Shores Village County: Miami Dade Zip Code:Vol •.. .. ...... . • ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID COW WETE -';�L.AQ• ;;;;;• ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION • ...... A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS ; • •; •; • • AHRI DATA SHEET REQUIRED • • • • : • Change disconnecting means: YES ❑ NO ❑■ ARHI Sheet Attached: YES Q NO ❑ Contract Attache-0-.1€S ❑■ • UNIT BEING REPLACED DATA NEW UNIT Goodman MANUFACTURER BRYANT ASPT49D14 AHU or PKG. UNIT MODEL # FV4CNB006L00 GSX160481 F CO N D. UNIT MODEL # 126CNA48000 10 KW HEAT 10 4 NOM TONS 4 AHU 55 CU23.9 PKG 1) M.C.A AHU 55 CU 21.6PKG AHU 60 CU 40 PKG 2) M.O.P AHU 60 CU 40 PKG AHU 230CU230 PKG 3) VOLTS AHU 230CU230 PKG PKG UNIT / / PKG UNIT 14 EER/SEER 17 YES NO UNKNOWN REPLACING DUCTS YES NO NO YES NO UNKNOWN REPLACING THERMOSTAT YES NO YES YES NO UNKNOWN NEW 4"CONCRETE SLAB YES NO YES YES NO UNKNOWN NEW ROOF STAND YES N No YES NO UNKNOWN NEW RETURN PLENUM BOX YES N YE Q 1. Minimum Circuit Ampacity (Wire Size): 6 TW 2. Maximum Overcurrent Protection (Fuse/Breaker Size). 60 AMP 3. Voltage of Circuit (208/240/480): 240 4. Size Disconnecting Means: 60 AMP Contractor's Company Name: AAA MODERN AIR Phone: 954 92 86 State Certificate or Registration No. CAC1813234 Certificate of Competency No. L Signature ,%a-�,ca Date: 3/6/2019 L; I I (Qualifier's signature) [>; I , L Li (Revised02/24/2014) MC S-1q 'S � O W g L W Q a z o W U J y rc U 2 iZ U J C) "J 7 U Q W W m Q C/) rn This combination qualifies for a Federal Energy Efficiency tax Credit when placed in service between Feb 17,2009 and Dec 31, 2016. CerLfficate of Product Ratings AHRI Certified Reference Number: 201776696 Date : 03-06-2019 Model Status : Active AHRI Type: RCU-A-CB Series: PREFERRED SERIES AC Outdoor Unit Brand Name: BRYANT HEATING AND COOLING SYSTEMS Outdoor Unit Model Number (Condenser or Single Package) : 126CNA048""A • • • 0000 • • • 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, MD, Ml',V,:AM, MO, MS, ' :09 MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VA, VT, V`iA *VW *VI, WY.*W.&: • ' •; Territories) •••••• • • ••• Region Note : Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed in ag riagioas until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed in regions) fvr • • • • • which they meet the regional efficiency requirement. 0 • • • The manufacturer of this BRYANT HEATING AND COOLING SYSTEMS product is responsible for the rating of this system combiRa'db}l. I Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performance Rating of Unitary I Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), btuh : 47000 SEER: 17.00 EER (A2) - Single or High Stage (95F) : 13.00 f"Active" Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale; OR new models that are being marketed but are not yet being produced"Production Stopped" Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratinos that are accompanied by WAS indicate an involuntary re -rate. The new published ratino is shown alono 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 data 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 ADM 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 certificate can be verified at www.ahridirectory.org, click on "Verify Certificate' link we make life better" and enter the AHRI Certified Reference Number and the date on which the certificate was Issued, which Is listed above, and the Certificate No., which is listed at bottom right ©2019Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 131963600929844283 WE ENGINEERING . EXPRESS .x.P.E.R.T. (Engineering Express Product Evaluation Report) 160 SW 12TH AVE SUITE 106, DEERFIELD BEACH, FL 33442 (954) 354-0660 1 ENGINEERING EXPRESS. COM 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) REPORT HOLDER: BRYANT HEATING AND COOLING I 2000 PARKS OAKS AVE ORLANDO, FL 33428 USA (954) 247-2003 1 FL. WWW.BRYANT.COM Heating & Cooling Systems 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 BRYANT models present in the table located on the final page. FINISH: Baked enamel. TER-17-5091.2 NOTE: GRAPHICAL DEPICTIONS IN VMS REPORT 1 E FOR ILLUST941lJUIE. PURPOSES ONLY. ACTUAL UNITS tit'i QIFEER SLIgHTLY IN APPEARANCE.• • ••••• • • • • • • • • • • • UNIT CASING MATERIAL: • 0.86mm galvanized sheet steel ASTM A653 EQQQ., bjd rolled st; for removable top panel. 1.14mm ga04vanizt J sheet steel ASTM Af•53 EDDS cold rolled steel for base pan. Side protector•steW grille AE:M•A• O 02.03mm vertical wire and 02.68mm horizontal �,&,Vtured 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 (Volt) 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 specific wind analysis may produce alternate limitations provided Is not exceeaea. ORIGINAL SIGNATURE RAISED SEAL OR DIGITAL SEAL REQUIRED ID BE VALID PER CODE: Frank L. Bennardo, P.E., SECS/ EirSigned 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 rtIGITAL FORMAT & PRINIED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. IF THERE IS NO DIGITAL SIGNATURE ON PAGE 1 OR THIS PAGE DOES NO? CON fS.IM AN FNGINECR'S ORIGINAL SIGNATURE & SEAL, THIS DOCUMENT IS A COPY/DRAFT. The FBC 17 defines APPROVED SOURCE (Section 202) as: "An independent person, firm or corporation, approved by the building official, whc 's competent and experienced in the application of engineering principles to materials, methods or systems analyses." Engineering Express(R) professionals meet the competency requirements as defined in tl.e 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. BRYANT AC & HEAT PUMP UNITS Engineering Express® I TER-17-5091.2 SECTION 2 PRODUCT INSTALLATION Heat Pump 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 Clips (2) Table Ground NA NA 8 4 Up to60'(sol 2 Required 8 4 Up to 120' (15Y) 2 Required 8 4 Up to 200' (25U) 2 Required 8 4 Table 2 Ground NA NA 8 4 Up to 60' (W) 2 Required 8 4 Up to 120' (15Y) 2 Required 8 4 Up to 200' (250') 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 details 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 specified. Using stronger straps per each height is allowed at installer's 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 Ground A NA NA Table 1 Up 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 Up to 60'(801 NA B B Up to 120' 150' NA B B Up to 200' 250' NA I B B Note: Installers must ensure 01 that screws used to fasten the tie -down Gips with the unit base pan do not touch the cdl in order to prevent any m damage to the coil. TIE -DOWN CLIP (1) (GROUND AND ROOF APPLICATION) Miami Tech CUTD 1" wide ASTM A653 galvanized steel 0.07" thick of varying length or equivalent for all cabinets tied down to a roof structure or ground structure; fasten clip to structure using anchor from Anchor Schedule to Host Structure I2b%-Jhd (2) #10 SS 410 self -drilling screw to fasten clipto unit bass 6Wi install in Lti"vilitC • quantities shown in Tie-%gytSb%p & Clip Schedule. Locate clips at 3" min away from the appropriate comer u%Jn'g four tlips per side ft at each comer) and fourtiilpsbpposite side A the •ane configlsatior• • Miami Tech kit # CBCt4T,0JCQ1(pr ground & %t # CBCUTI 4KR for, roof application. • • • • • • ••• • • • • • ••••• • • •••••• • • U• i • ....•• • •••••• • • • • • ' ' • • 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 Gips; fasten dip to structure using (2) anchor from Anchor Schedule to Host Structure Table and (4) #12 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 clips 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 Types to Host Structure: A. — 1/4" ELCO ULTRACON SS4 Anchor embedded 1 3/4"" in 3,000 psi concrete. 2 1/2" 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 1" 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 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 2 of 5 (954) 354-0660 ENGINEERINGEXPRESS.COM Copyright©2018 Engineering Express® / Frank L. Bennardo PE, Inc. All Rights Reserved t BRYANT AC & HEAT PUMP UNITS Engineering Express® I TER-17-5091.2 SECTION 3 SUPPORTING CALCULATIONS & SUMMARY FORCES SUMMARY Lateral Uplift Large Side large Side Large Short Short Short Uplift Unit Ground or Roof Side Side Side Side Pressure Pressure Force Overturn Force Model` Height* (Psf) (Psf) (Ibs) (Ibs-in) Tension Force Overturn Tension (Ibs) (Ibs) (Ibs) (Ibs-in) (Ibs) Ground 43.2 1 0 482.0 11082.0 315.0 1 482.0 11082.0 1 315.0 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 Table 2 Up to 60' (80') 151.2 73.1 1688.0 j 49656.0 j 1519.0 1688.0 49656.0 151910 6P2.0 Up to 120' (150') 173.8 1 84.1 1940.0 57082.3 1 1753.0 11940.01 5ng 3 i 175 % 7� 5.0 Up to 200' (250') 193.0 1 93.4 2155.0 63393.3 1 1951.0 12155.01 63-W4,3• J 1951.0. 44.0 Calculations performed according to the information provided by the client. Cabinets were assumed solid (0% porosity) for she2r`a11d t2Rsion calculatift purposes. • • • • •••• • ••••• PANEL INTEGRITY SUMMARY • • •••••• •• •• • + Model Ground or Roof Height* Panel Name Applied Wind Pressure (lb/ft2) Force on Panel (Ibs) Add I Screw Qty Needed (PCs) 4kdditiopai reinforcement reuired lA and q y original manufacturing Table 1 Ground TOP PANEL 0.0 0.0 No CONTROLCOVER 43.2 50.4 SERVICE PANEL 43.2 91A 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 SERVICE PANEL 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 to 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 1 277.4 0 The value shown in parentheses indicates the allowable roof height in 170mph conditions. i.e. 6V (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 Lower panels contained by straps or clips 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 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 3 of 5 (954) 354-0660 ENGINEERINGEXPRESS.COM Copyright 0 2018 Engineering Express® Frank L. Bennardo PE, Inc. All Rights Reserved 1 " 31RYANT AC & HEAT PUMP UNITS Engineering Express® I TER-17-5091.2 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. 1 MECHANICAL UNIT N.T.S. FRONT ISOMETRIC STAND (BY OTHERS), � � SUPPORT ANGLE TYP, SEE NOTE BELOW (2) #14 SMS AT EACH STRAP END TO WEB OF THE SUPPORT ANGLE 3 MECHANICAL UNIT N.T.S. FRONT ISOMETRIC CONTROL GRILLE, COVER TYP, � o TIE -DOWN CLIP A, i SEE CLIP NOTE, UNIT BASE — �— PAN ANCHOR PER SUPPORT ANGLE, SCHEDULE L_ SEE NOTE _ STAND RAIL (I -BEAM) BY OTHERS Note: Image is not to scale and is for Illustration purposes only. Actual units may differ slightly in appearance. CONTROL BOX SUPPORT ANGLE \'t • • • • SEE NOTE BELOW • • • • • • • • sees•• •• •• 2 MECHANICAt" 1NIT • N.T.S. • 'ErAU ISOM -&W. • sees • sees•• • • DATUM FACE 000000 • • • • • • FI \I•••••• • CLIP(A) I�—STAN& RAIL • • �J (BB,Y�•OTHERS), • • • • • • DIM. 1 DIM. 2 t • • i • • • DIM.4 + 3 i CUP IPQD SUPPORT ANGLE SEE NOTE BELOW 4 TIE -DOWN CLIP LAYOUT N.T.S. PLAN I (1) 1"x22ga GALV.ASTM A36 STEEL STRAP, SHALL 7 PASS OVER THE UNIT TO I -BEAM ON OPPOSITE SIDE. (2) #14 SMS AT EACH STRAP END TO UNDERSIDE OF THE I -BEAM 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 CBCA830K, CBCAB42K, under NOA #16-0601.01 or equivalent is permitted. sees•• • • sees•• • sees• sees• sees•• • sees% • • e••••• ENGINEERING EXPRESS® 160 SW 12TH AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 4 of 5 (954) 354-0660 ENGINEERINGEXPRESS.COM Copyright 0 2018 Engineering Express® Frank L. Bennardo PE, Inc. All Rights Reserved BRYANT AC & HEAT PUMP UNITS Engineering Express® TER-17-5091.2 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 35.00 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 BH16**024*** 35.00 35.00 32.06 172 BH16**030-* 35.00 35.00 32.06 207 BH16**036*** 35.00 35.00 32.06 215 BH16**042*** 35.00 35.00 32.06 233 BH16**048*** 35.00 35.00 32.06 238 BH16**060*** 35.00 35.00 45.69 288 Note: Image Is not to scale and Is for Illustration purposes only. Actual units may differ slightly in appearance. Cabinets CH18 Cabinets BH18 TABLE 2 UNIT MODEL WIDTH (in) DEPTH (in) HEIGHT (in) WEIGHT (Ibs) 226CN*018*** 31.19 31.19 35.50 181 226CN*024*** 35.00 35.00 32.06 192 226CN*030*** 35.00 1 35.00 32.06 227 226CN*036*- 35.00 35.00 32.06 235 226CN*042*** 35.00 35.00 32.06 253 226CN*048*** 35.00 35.00 32.06 258 226CN*060*** 35.00 35.00 45.69 316 126CN*618*** 25.75 25.75 35.50 •453+ 126CN*624*** 31.19 31.14 •115.50 ' 114 126CN*630-* 35.00 35.00 28.68 • 295 126CN*636-* 35.00 35.0 • 28.68 50t 126CN*642*** 35.00 35.00 8.88 2 126CN*648-* 39,00 1 35.06 • . A.69 : * im e 126CN*660*** 35.00 1 35.09 • • •46.69 10 29 •••••• ' Top panel • Y Control Cover Note: Image Is not to scale and Is for illustration purposes only. Actual units may differ slightly in appearance Cabinet 226CN Cabinet 126CN LIMITATIONS & CONDITIONS OF USE: 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 12' AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 5 of 5 954 354-0660 ENGINEERINGEXPRESS.COM Copyright do PE Engineering Expresses I Frank L. BennarPE, Inc. All Rights Reserved