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MC-19-1567Miami Shores -Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Illi I�Mu �4 Location Address Parcel Number 273 NW 91ST ST, Miami Shores, FL 33150 1131010331310 Contacts Permit NO.: MC -07-19-1567 Permit Type: Mechanical - Residential Work Classification: A/C Replacement Permit Status: Approved Expiration: 01/08/2020 WILLIAM & STEPHANIE DANIEL Owner AAA MODERN AIR CONDITIONING, INC Contractor 273 91 ST, MIAMI SHORES, FL 33150 SALVATORE DI FLORIA 901 PHIPPEN RD, DANIA, FL 33004 Business: 9549214486 Description: AC CHANGE OUT Valuation: $ 5,703.00 Inspection Requests: ^^^ ff�-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.60 DBPR Fee $2.99 DCA Fee $2.00 Education Surcharge $1.20 Permit Fee $149.61 Scanning Fee $9.00 Technology Fee $4.99 Total: $223.39 Payments Date Paid Amt Paid Total Fees $223.39 Credit Card 07/12/2019 $173.39 Credit Card 07/09/2019 $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 regoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futh I authorize the above named contractor to do the work stated. F /AA Authorized Signatuh: Owngf / / ApptipAnt / Contractor / Agent Date July 12, 2019 Page 2 of 2 Miami Shores Village Building Department JU1 9 2 9 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 20 BUILDING Master Permit No. C PERMIT APPLICATION Sub Permit No. BUILDING F-1 ELECTRIC Ej ROOFING REVISION F__j EXTENSION EJRENEWAL ❑PLUMBING 0 MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF CANCELLATION E] SHOP Specify color of color thru tile: Submittal Fee $ Jo �t Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ CONTRACTOR DRAWINGS JOB ADDRESS: 273 NW 91 STREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3101-033-1310 Is the Building Historically Designated: Yes NO X Occupancy Type: 0800 Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): WILLIAM & STEPHANIE DANIEL Phone#: 305-775-9094 Address: 273 NW 91 STREET City: MIAMI SHORES State: FLORIDA Zip: 33150 Tenant/Lessee Name: N/A Phone#: Email: CONTRACTOR: Company Name: AAA MODERN AIR Phone#: 954-921-4486 Address: 901 PHIPPEN WAITERS ROAD City: DANIA BEACH State: FLORIDA Zip; 33004 Qualifier Name: SALVATORE DIFLORIA Phone#: 954-921-4486 State Certification or Registration #: CA 34 Certificate of Competency #: DESIGNER: Architect/Engine Phone#: Address: City: �*� .. ..State:, Zip: '5703.00 Value of Work foZthisermit:;�_, r 1324 Square/Linear Footage of Work: Type of Work:tion ❑ ion ❑ New ❑■ Repair/Replace ❑ Demolition GE OUTDescription of Wor: Specify color of color thru tile: Submittal Fee $ Jo �t Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) n/a Bonding Company's Address City State _ Mortgage Lender's Name (if applicable) n/a 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 and a reinspection fee will be charged. Signature D.,A Si g nature aQ— OWNER or AGENT The fore oing instrument was acknowledged before me this day of JUIy , 20 19 by Stephanie Daniel who is personally known to me or who has produced Driver's License as identification and whis tate f=0 ahALICIAMBUGBEE "��'�` Notary Public - State of Florida NOTARY PUBLIC: "� „• �; Commission # GG 324903 �� My Comm. Expires Apr 17, 2023 nded through National Notary Assn. • Sign: Print: Alicia M BuTbeelf CONTRACTOR The f�going instrument was acknowledged before me this day of JUIy 20 19 by Salvatore DiFloria who is personally known to me or who has produced identification and who did take an NOTARY PUBLIC: Print: Alicia M ..- Seal: Seal: jv ops.. ';• ALICIA M BUGBEE : Notary Public - State df Florida Commission # GG 324903 My Comm.Expires Apr 17 023 Bonded through National Notary Assn. *****:*r•*********r*�**** **r«****rsr** *******s*****sus+es*ssssss:::r**r***s*�*s*r***�**rs**s**s*ssss�s*rs*s APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 7/3/2019 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3101-033-1310 Property Address: 273 NW 91 ST Miami Shores, FL 33150-2258 Owner WILLIAM A DANIEL STEPHANIE F DANIEL Mailing Address 273 NW 91 ST MIAMI SHORES, FL 33150 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,429 Sq.Ft Living Area 1,220 Sq.Ft Adjusted Area 1,324 Sq.Ft Lot Size 9,375 Sq.Ft Year Built 1940 Assessment Information Year 2019 2018 2017 Land Value $216,750 $206,250 $206,250 Building Value $109,230 $110,058 $102,901 XF Value $5,809 $5,877 $5,943 Market Value Assessed Value $331,789 $253,397 $322,185 $248,673 $315,094 $243,559 Benefits Information 2019 2018 Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $78,392 $73,512 $71,535 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 MIAMI SHORES SEC 6 PB 10-39 LOT 15 & E1/2 LOT 14 BILK 136 LOT SIZE 75.000 X 125 OR 20085-1475 12 2001 1 Generated On : 7/3/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $203,397 $198,673 $193,559 School Board Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value $228,397 28792 $218,559City t$223,673 Exemption Value $50,000 0,000 $50,000 Taxable Value $203,397 $198,673 $193,559 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $203,397 $198,673 $193,559 Sales Information OR Previous Sale Price Book- Qualification Description Page 08/14/2013 $275,000 28792 Qual by exam of deed 1565 112/01/2001 $150,000 20085- Sales which are qualified 1475 02/01/2000 $0 18978- Sales which are disqualified as a result of 1865 examination of the deed 09/01/1995 $0 16919- Sales which are disqualified as a result of 1562 lexamination of the deed 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: Al SALES - SERVICE - INSTALLATION INVOICE PHONE: 954-921-4486 FAX: 954-362-2369 www.aaamodernair.com V99T 901 PHIPPEN WAITERS RD DANIA FL 33004 CAC1813234 accheckup@aaamodernair.com BILL TO: T JOB LOCATION Stephenie Daniel Stephenie Daniel 273 Nw 91 St 273 Nw 91 St Miami Shores FL 33150 Miami Shores FL 33150 Home 305-775-9094 Cellular William 305-979-9296 Stephenie 305-775-9094 INVOICE # 0001159618 CUST # 0051787 PAGE # DATE 7/2/2019 QUAN LISTED BELOW IS THE DESCRIPTION OF WORK AMOUNT 1.00 Estimator Name: FRANK 1.00 Tons -3— Seer_16 KW Heat Strip_10 1.00 Bryant Condenser Unit Model # 126CNA036000 1.00 Bryant Air Handler Model # FV4CNF003L00 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 Digital Thermostat 1.00 Flush Existing Drain Line 1.00 New Secondary Drain Pan 24 X 24 1.00 New Air Handler Stand 1.00 All Air Conditioning Permit Fees & Load Calculations Included 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 1.00 Hook Up To Existing Duct Work �. Hurricane Strapping Per Code 1.00 New Rubber Isolation Pads 1.00 Hook Up To Existing Electric (��L 1.00 Existing Location of Air Handling Unit In CLOSET 1.00 1.00 Existing Location of Condenser Unit On GROUND One Year Maintenance Agreement Included [2 Visits] 1.00 Blue Poly Filters [12] Included 1.00 Duct System Inspection Included 1.00 CHIP OUT OLD SLAB 1.00 REMOVE OLD CARPET AND CARPET TRACK IN CLOSET TO LEVEL AUX PAN 1.00 TOTAL 5,703.00 1.00 Customer Will Receive AAA Modern Air Discount If Paid By Check -410.00 1.00 Customer Will Receive Bryant Instant Rebate -100.00 FILTER SIZE X X INSTALLERS A/H S. # C/U S. #: 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 Ing t Salesman Name Customer Signature Date ** By Signing Here You Agree With The Terms & Conditions Above And On Reverse Side of This Contract SALES - SERVICE - INSTALLATION INVOICE PHONE: 954-921-4486 FAX: 954-362-2369 www.aaamodernair.com I 901 PHIPPEN WAITERS RD DANIA FL 33004 CAC1813234 accheckup@aaamodernair.com BILL TO: I JOB LOCATION Stephenie Daniel Stephenie Daniel 273 Nw 91 St 273 Nw 91 St Miami Shores FL 33150 Miami Shores FL 33150 Home 305-775-9094 Cellular William 305-979-9296 Stephenie 305-775-9094 INVOICE # 0001159618 CUST # 0051787 PAGE # Page 2 DATE 7/2/2019 QUAN LISTED BELOW IS THE DESCRIPTION OF WORK AMOUNT 1.00 FPL Rebate---------------------------------------------- -150.00 TOTAL $5,043.00 AMEX XXXXXXXXXXX3008 $500.00 Auth 213046 BALANCE $4,543.00 FILTER SIZE X X INSTALLERS A/H S. # C/U S. # 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 Si nature Date ** By Signing Here You Agree With The Terms & Conditions Above And On Reverse Side of This Contract tit'a�ti Shcr 4DRROVED BY DATE -CM":3 DEPT a r,EaT a. F c '_CT 10 CGNIPU,FNCE WITH ALL FEC'RAL A+E AN,) C( IjN',°{AND REGULATIONS AIR CONDITIONING REPLACEMENT DATA Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 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 being done): 273 NW 91 St City: Miami Shores Village County: Miami Dade Zip Code: 33150 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 • • . • • • • 0 Change disconnecting means: YES ElNO ❑■ ARHI Sheet Attached: YES ❑0 NO ❑ Contra0ct0A0.*tt.*ached: YES * •00• UNIT BEING REPLACED DATA P&Wvbltr •. AMERICAN STANDARD MANUFACTURER �6�Y/ityT. • TWE036C14FB0 AHU or PKG. UNIT MODEL # Fv"l OW000 • • 2TTR2036A1000AA COND. UNIT MODEL # 12SG"AG60l0 10 KW HEAT • 10 • :.. 3 NOM TONS • 3 •• • AHU 55 CU 21 PKG 1) M.C.A AHU5 CU1841 PKG • • AHU 60 CU 30 PKG 2) M.O.P AHU 60 CU30 PKG AHU240 CU 240 PKG 3) VOLTS AHU24000240 PKG PKG UNIT / / PKG UNIT / / 10 EER/SEER 16 YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4"CONCRETE SLAB YES V NO YES NO V NEW ROOF STAND YES NO YES NO V NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): 6TW 04 3. Maximum Overcurrent Protection (Fuse/Breaker Size): Voltage of Circuit (208/240/480): 240 30 4. Size Disconnecting Means: 30 Contractor's Company Name: AAA MODERN AIR Phone: 954-241-2520 State Certificate o egi tratio N . C" 3234T'brtiflcate of Competency No. Signature Date: 7/3/2019&�k lQualifiers signature) (Revised02/24/2014) El F 0000•. 0000.. 0000.. 0000• 0000• 0000•• 0• • •0.0• • 0000•• • • 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: 201782502 Date : 07-03-2019 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) : 126CNA036****A Indoor Unit Model Number (Evaporator and/or Air Handler) : FV4CN(B,F)003L Region: All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, MD, ME, MI, MN, MO, MS, MT, INC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VA, VT, WA, WV, WI, WY, U.S. Territories) Region Note: Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed in all regions 0000 • until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed in iegionfsl for • • • •' • • • which they meet the regional efficiency requirement. • • • • " • . The manufacturer of this BRYANT HEATING AND COOLING SYSTEMS product is responsible for the rating of thSs system combination.• • i' ••.• •••• Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performance Re" 4bjUnitary; . • � • Air -Conditioning & Air -Source Heat Pump,Equipment and subject to rating accVacy by'AHRI-dj onsored, ihdependbht,'thlyd party testing: Cooling Capacity (A2) -Single or High Stage (95F), btuh �: 33600 ` I .� ; I L—:l • • • SEER � 16.00 T : . • • • • ; • 1 `fi{��t�T�.e1� �i � ���� .G; `;,t!`:_i_,C� �,{�U,�'��I • f • 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. Retinas that are accompanied by WAS indicate an involuntary re -rate. The new Dublished ratino is shown alona with the Drevious (i.e. WAS) rating. 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.ahrid!rectory.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 certificate can be verified at www.ahridirectory.org, click on "Verify Certificate" link m? make IiFe hewer" 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-Condition Ing, Heating, and Refrigeration Institute CERTIFICATE NO.: 132066354592763294 WENGINEERING EXPRESS c"' 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 LTHIS 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 chanoel REPORT HOLDER: BRYANT HEATING AND COOLING 2000 PARKS OAKS AVE ORLANDO, FL 33428 USA LJ=o (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 fir.. NOTE: GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR ILLUSTRATIVE PURPOSES ONLY. ACTUAL UNITS MAY DIFFER SLIGHWOWY JAPPEARANCE. • • • • • • • UNIT CASING MATERIAL: : • • • • • •• •.• 0.86mm galvanized sheet steel A31" M3 EDDS cold rolled steel foO removable top panel. 1.14mm galvar*Pdd•Sheet steel ASTM A651tWc: cold rolled steel for base pan. Sidle prod Victor s4V II- lle ASTM •9�,1A 02.03mm vertical wire and 02.68mrh"Iiiiiaontal wire""!M( lred with #10-1�0 sheet metal screws into top and base ( • • • • • •' INSTALLATION: •' " 0000 •• Shall follow manufacturer specificatio:9 tCl ill as the inforgiation prvYided • herein. • • • • • • STRUCTURAL PERFORMANCE: • ..• . • • • Models referenced herein are subject to the following tlCSign 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 specific wind analysis may produce alternate limitations Drovlded maximum rated wind pressure is not exceeded ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SEAL REQUIRED)TO BE VALID PER CODE: l is Januar 1 201 Frank L. Bennardo, P.E., SECP Signed by If Checked: ENGINEERING EXPRESS® Gordon DiBattisto, PE FL PE #0046549 FLCA #S1885 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 (D 2018 Engineering Expresso / Frank L. Bernardo PE. Inc. All Riahfs Rae —rl - - .. -- - -- • •• • i-- —) as Hn 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." Engineering ExpressD professionals meet the competency requirements as defined in the FBC and can seal their work. Engineering Expresso 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) Ground or Roof Ground NA NA 8 4 bl1 TJle Up to 60'(80') 2 Required 8 4 A36 Steel 150') 2 Required 8 4 Aluminum 50') 2 Required 8 4 Table 1 und W(250') NA NA 8 4 W'80NA (80') 2 Required 8 4 NA 50') 2 Required 8 4 50') 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 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 Table and (2) #10 SS 410 self -drilling screw to fasten clip to unit base pan. Install in unit with quantities shown in Tie -down Strap & Clip Schedule. Locate clips at 3" min away from the appropriate corner using four clips per side (two at each comer) and four clips opposite side in the same configuration. Miami Tech kit # CBCUTD4KG for ground & kit # CBCUTD4KR for roof application. O 0 Anchor Type O• Unit Ground or Roof Note: Installers must ensure 1/8" Min Model+ Height* Concrete 1/8" Min 6061-T6 3,000 Psi A36 Steel in order to prevent any damage to the coil. Aluminum • A NA NA Table 1 NA B B W'80NA NA g B ••••• •••• NA g g A Table 2 NA I B g U to 120' 150' NA B g U to 200' 250' NA B g 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 Table and (2) #10 SS 410 self -drilling screw to fasten clip to unit base pan. Install in unit with quantities shown in Tie -down Strap & Clip Schedule. Locate clips at 3" min away from the appropriate corner using four clips per side (two at each comer) and four clips opposite side in the same configuration. Miami Tech kit # CBCUTD4KG for ground & kit # CBCUTD4KR for roof application. O 0 O• Note: Installers must ensure • ••.• that screws used to fasten the . •an • • tie -down clips with the unit base pan do not touch the coil •. in order to prevent any damage to the coil. O 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 Table and (2) #10 SS 410 self -drilling screw to fasten clip to unit base pan. Install in unit with quantities shown in Tie -down Strap & Clip Schedule. Locate clips at 3" min away from the appropriate corner using four clips per side (two at each comer) and four clips opposite side in the same configuration. Miami Tech kit # CBCUTD4KG for ground & kit # CBCUTD4KR for roof application. O 0 O• O • ••.• •••••• • . •an • • •. O • • • • •••• ••••• •••• • TIE -DOWN CLIP (2) 00000 • • • • • • • • (GROUND AND ROOF APISLIG4TION) • • • • • • • • • • • •• •• • BMP Clips 2" wide ASTM A2*83 Bade D) steel 0.113" thick of varying • • length for all cabinets tied down tda Jof structyre or ground struet6r! • • • or equivalent clips; fasten clil to structure using" artbR& from Arwhor • Schedule to Host Structure *Table and (4) #12 SAE Grade 5 s*2et • • metal screw to fasten clip to dhg )fate :an. InstaN in unit with quantities shown in Tie -down Strap & Clip Schedule. Loc1t%:1" at 3" from the appropriate corner. BMP Dart number TD -042. Tie -down Strap 8r Clip: (for roof applications) - Minimum edge distance 3" from the unit corners. 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 13/4 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 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 ©2018Engineering Expresso / Frank L. Bennardo PE, Inc. All Rights Reserved BRYANT AC & HEAT PUMP UNITS Engineering Express° I TER -17-5091.2 SECTION 3 SUPPORTING CALCULATIONS & SUMMARY FORCES SUMMARY Unit Ground or Roof Lateral Up lift Large Side g Large Side � Large Short Short Short Uplift Model + Height* Pressure Pressure Force Overturn Side Side Side Side Force TOP PANEL 84.1 715.4 NO (Psf) (Psf) (lbs) (lbs -in) Tension Force Overturn Tension • TOP PANEL • 00 0.0 • • • LOUVER 1 436.6Ground (lbs) (lbs) (lbs -in) (lbs) lbs (lbs) PANEL 794.5 0LOUVER 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 U 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 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') 1930. 93.4 2155.0 1, 63393.3 1951.02155.0 63393.3 1951.0 794.0 rAIrlitntin- -fnr A �.......w�... - a�._ ._�_�_.._ - -�� �, • vcun ow W"' assumes soua (U -/o porosity) for shear and tension calculation purposes. PANEL INTEGRITY SUMMARY Unit Model + Ground or Roof Height* Panel Name Applied Wind Pressure (Ib/ftz) Force on Panel (lbs) Add'I Screw Qty Needed (PCs)op'linai. • A&Utional reinfi woment re ui q bnd 4404 manufacture g Table 1 Ground TOP PANEL 0.0 0.0 • • r�I� JU 00• • • • CONTROLCOVER 43.2 50.4 SERVICE PANEL 43.2 91.4 Up to 60'(80') TOP PANEL 73.1 621.9 0 • Np6 • CONTROL COVER 151.2 176.5 SERVICE PANEL 151.2 319.9 Up to 120'(150') TOP PANEL 84.1 715.4 NO CONTROL COVER 173.8 202.9 7 SERVICE PANEL 173.8 367M-74-3 Up to 200'(250') TOP PANEL 794.5 NO CONTROL COVER225.3 SERVICE PANEL408.4 2 • TOP PANEL • 00 0.0 • • • LOUVER 1 436.6Ground LOUVER2 362.7No LOUVER4 243.9Table CONTROLCOVER63.5TOP to 200'(250') PANEL 794.5 0LOUVER Yes 1 909.0 2Up LOUVER 2 585.8 2 LOUVER 3 193.0 3 LOUVER4 193.0 3 �277 CONTROLCOVER 193.0 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 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. 0000 0000 0000•• • • • • .• 0040•• • . 6 4444.. •000• • • 4444 4444. • 04 0000• 00:000 0046:0 •• 0 •0 0 0 0000•• •0000•• 0 • •0000• • 00 0 • • • •••• ENGINEERING EXPRESS® 160 SW 12TH AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 3 of 5 (954)354-0660 ENGINEERING EXPRESS.COM Copyright ©2018Engineering Express@ / Frank L. Bennardo PE, Inc. All Rights Reserved BRYANT AC & HEAT PUMP UNITS Engineering Express' I TER -17-5091.2 " SECTION 4 DETAILS (2) 1"x22ga GALV. ASTM A36 STEEL STRAPS IE SECURELY NED SNUG T UNIT, TYP. -11 — «© STAND RAIL (BY OTHERS), TYP. 1 MECHANICAL UNIT N.T.S. FRONT ISOMETRIC STAND RAIL (BY OTHERS), SUPPORT ANGLE TYP. SEE NOTE BELOW (2) #14 SMS AT EA7OF�'\ STRAP END TO WEB THE SUPPORT ANGLE MECHANICAL UNIT \ / N.T.S. FRONT ISOMETRIC r CONTROL GRILLE, COVER TYp - I TI EII II; TIE -DOWN' CLIP A7 SEE CLIP NOTE ZSUPPORT ANGLE, SEE NOTE UNIT BASE PAN ANCHOR PER J SCHEDULE 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 SEE NOTE BELOW 2 MECHANICAL UNIT N.T.S. BACK ISOMETRIC DATUM FACE DIM. 1 DIM. 3 IPA \_411ND RAIL d(S1."ORS), 6666 DIM.2 • •••• 6666•• •.• •9 s.••••• • • DIM. 4-j •0• 00 0 i I PO SU SUPPORT ANGLE SEE NOTE BELOW 4 TIE -DOWN CLIP LAYOUT N.T.S. PLAN (1) 1"x22ga GALV. ASTM A36 STEEL STRAP, SHALL PASS OVER THE UNIT TO I -BEAM ON OPPOSITE SIDE. (2) #14 SMS AT EACH STRAP END TO UNDERSIDE OF THE I -BEAM 6666 • • • •••• • • 6666 6666 • 6666•• • 6666 TIE -DOWN CLIP nFFSFTq• ffDIM. 5.00" MAX OFFSET FROM DATUM FACE 5.00" MAX OFFSET FROM OPPOSITE FACE 5.00" MAX OFFSET FROM DATUM FACE 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. 6666•• • • • 6006•• ••006• •••6• 0 • 6666• • • ••••1• •9000• ENGINEERING EXPRESS® 160 SW 12TH AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 4 of 5 (954) 354-0660 ENGINEERINGEXPRESS.COM Copyright C 2018 Engineering Express® / Frank L. Bennardo PE, Inc. All Rights Reserved , BRYANT AC & HAAT PUMP UNITS Engineering Express° I TER -17-5091.2 CABINETS & DIMENSIONS Note: Image is not to scale and is for illustration purposes only. Actual units may differ slightly in appearance. Cabinets CH16 Cabinets BH16 •••• 0009 To anal • • • • •• Y ylrl .il In4,y�\�fyl�ll'i �l tip.Cove t111i i 0000•• a 0000 Note: Image is not to scale and is for illustration purposes only. Actual units may differ slightly in appearance Cabinet 226CN Cabinet 126CN • • • 0000• 0000• 0000•• • • • 0000•• 0000•• 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, clips, 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, clips, 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 12TH AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 5 of 5 (954) 354-0660 ENGINEERINGEXPRESS.COM Copyright ©2018 Engineering Express@* / Frank L. Bennardo PE, Inc. All Rights Reserved TABLE 2 UNIT MODEL WIDTH (in) DEPTH (in) HEIGHT In WEIGHT (lbs) 226CN*018*** 31.19 31.19 35.50 181 226CN*024*** 35.00 35.00 32.06 192 226CN*030*** 35.00 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*** 126CN*624*** 25.75 31.19 25.75 31.19 35.50 35.50 153 174 126CN*630*** 35.00 35.00 28.68 205 126CN*636*** 35.00 35.00 28.68 207 126CN*642*** 126CN*648*** 35.00 35.00 35.00 35.00 38.88 45.69 264 294 126CN*660*** 1 35.00 1 35.00 45.69 •M• • •••• 0009 To anal • • • • •• Y ylrl .il In4,y�\�fyl�ll'i �l tip.Cove t111i i 0000•• a 0000 Note: Image is not to scale and is for illustration purposes only. Actual units may differ slightly in appearance Cabinet 226CN Cabinet 126CN • • • 0000• 0000• 0000•• • • • 0000•• 0000•• 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, clips, 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, clips, 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 12TH AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 5 of 5 (954) 354-0660 ENGINEERINGEXPRESS.COM Copyright ©2018 Engineering Express@* / Frank L. Bennardo PE, Inc. All Rights Reserved