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MC-18-2074ygoRes Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. MC-8-18-2074 Permit Type: Mechanical - Residential Perlill't Work Classification: A/C Replacement Permit Status APPROVED Parcel Number Issue Date: 8/10/2018 1 Expiration: 02/06/2019 Annlicant 1070 NE 91 Terrace 1132050010350 Miami Shores, FL 33138- Block: Lot: LISE GALARNEAU Owner Information Address Phone Cell USE GALARNEAU 1070 NE 91 Terrace MIAMI SHORES FL 33138-3468 Contractor(s) Phone Cell Phone WEATHERSHIELD AC (954)985-9900 ons Additional Info: A/C CHANGE OUT Classification: Residential Approved: In Review Denied: nning: 1 Fees Due Amount CCF $3.60 DBPR Fee $2.77 DCA Fee $2.00 Education Surcharge $1.20 Permit Fee $184.80 Scanning Fee $3.00 Technology Fee $4.80 Total: $202.17 Date Approved:: In Review Type of Work: A/C CHANGE OUT Valuation: $ 5,280.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # MC-8-18-68441 08/10/2018 Credit Card $ 152.17 $ 50.00 08/03/2018 Credit Card $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final Review Mechanical 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 an that all ork will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor tg di the wo ted. August 10, 2018 Authorized Signature: Owner / Applicant / Contractor / Building Department Copy 1 Inspection Worksheet Miami Shores Village V,3 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-309680 Permit Number: MC-8-18-2074 Scheduled Inspection Date: August 23, 2018 Inspector: Perez, JanPierre Owner: GALARNEAU, LISE Job Address:1070 NE 91 Terrace Miami Shores, FL 33138- Project: <NONE> Contractor: WEATHERSHIELD AC 5unaing Department comments A/C CHANGE OUT Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number Parcel Number INSPECTOR COMMENTS False 1132050010350 Phone: (954)985-9900 Inspector Comments Passed UX Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. August 22, 2018 For Inspections please call: (305)762-4949 Page 9 of 23 Scanning Fee $ Radon Fee $ 2— C1-3 DBPR $ Z- Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ L) ivilaml Snores wiage FR-r-1� �\\g Department artment �� 32 �� 18 p 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 .BY: _ Tel: (30S) 795-2204 Fax: (30S) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 11 BUILDING Master Permit No. M C 9 - 2014 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING Q MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1070 NE 91 Ter. Miami Shore, FL 33138 City: Miami Shores County: Miami Dade _ Zip: Folio/Parcel#:11-3205-001-0350 Is the Building Historically Designated: Yes ! NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Use Galarneau Phone#: 305-968-2336 Address:1070 NE 91 Ter City: Miami Shores State: FL Tenant/Lessee Name: Phone#: Email: p: 33138 - - CONTRACTOR: Company Name: Weathershield Air Conditioning Phone#: 954-985-9900 Address: 3121 SW 21 St. STE 673 City: Pembroke Park State: FL Zip: 33009 Qualifier Name: Jhon Alvarez Phone#: 954-985-9900 State Certification or Registration #: CAC1814695 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 5280.00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolitior Description of Work: A/C changeout - a CO/CC $ TOTAL FEE NOW DUE $ (Revisedo2/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC...., OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure 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 44--, OWNER or AGENT The foregoing instrument was acknowledged before me this a� day of 20 1� by I C�C CY-rlQQa[ t` , who is personally known to me or who has produced I ic&5` -e as identification and who did take an oath. NOTARY PUBLIC: Sign:_ Print: Signature ---'` CONTRACTOR The foregoing instrument was acknowledged before me this —1 day of 20 by U fl 4\iyr12Z who is personally known to me or who has produced —br) 1 ICI fC<9 as identification and who did take an oath. NOTARY PUBLIC: Sign: 1111018ry Fulft • $W# of Florid Seal: Commission N FF 978692e =? My Comm. Expires Apr S, 2020 �°F• Bonded through National Notary Assn. MOM Public •!hats of Florida Coannlssion * FF 978692 ll/tl Cow. Expires Apr S. 2020 Bonded MUM National Notary Assn. ************************* **** ********* *************************************************************** APPROVED BY PI n Exbfhiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 nFFICE OF THE p"nnrnTY 'APPRAISER Summary Report Property Information Folio: 11-3205-001-0350 Property Address: 1070 NE 91 TER Miami Shores, FL 33138-3468 Owner USE GALARNEALI Mailing Address ......_... 1070 NE 91 TERR MIAMI SHORES, FL 33138-3468 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/3/0 Floors 1 Living Units 1 Actual Area 2,583 Sq.Ft Living Area 1,864 Sq.Ft Adjusted Area 2,156 Sq.Ft Lot Size 9,375 Sq.Ft Year Built 1957 Assessment Information Year 2018 2017I 2016 Land Value $337,500 $337,500 $314,250 Building Value $145,530 $135,052 $135,052 XF Value $17,489 $17,489 $17,489 Market Value .............._................... ..�...._.... _._._�. Assessed Value $500,519 $168,637 $490,041 $165,1691 $466,791 $161,772 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment Cap Reduction $331,882 $324,872 $305,019 Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description WATERSEDGE PB 9-141 E1/2 LOT 9 & LOT 10 BLK 2 LOT SIZE 75.000 X 125 OR 14648-2271 0890 1 Generated On : 8/3/2018 Taxable Value Information County 2018, 2017 2016 Exemption Value $50,000 $50,000 $50,000 Taxable Value $118,637 $115,169 $111,772 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value _ $143,637 $140,169 $136,772 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $ 118,6 77 $115,169 $111,772 Regional ................ .... _....... .. Exemption Value Taxable Value $50,000 $116,637 $50,000 $50,000 $115,169' $111,772 Sales Information Previous Sale Price OR Book -Page s Qualification Description 08/01/1990 $115,000 14648-2271 Sales which are qualified 07/01/1987 $105,000 13349-0170 1 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/ 8/3/2018 "-E 1*1n buying real estate properly, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the assessed value of the property may IMPORTANT reset to full market value which could result in higher property taxes. Please use our Tax Estimator to approximate your new property taxes. MESSAGE The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website drectiy for additional information. Address Owner Name Subdivision Name Folio SEARCH: 1070 NE 91 Ter PROPERTY INFORMATION O Folio: II -.- -. Sub4)Ivl.lon: WATERSEDGE `,... Property Address 1070 NE 91 TER Miami Shores. FL 33138-3468 Owner LISE GALARNEAU killing Address 1070 NE 91 TERR MIAMI SHORES, FL 33138-3468 PA Primary Zone 1 1100 SG FAM IL - 2 301- 2500 SO Prim anyLand Uu 0101 RESIDENTIALSINGLEFAMILY 1Ur, It Bads l Ba te, Half 31310 Floor 1 Living Unlb 1 Actual Area 2.583 So Ft Llving Area 1,864 SR Ft E'4ff Adjil.ted Anne 2, 156 Sd Ft �e Lot Site 9.375 Sa F1 Year Built 1957 f Suite Q le"Iretl Orillne Tools Compsante Select Glossary Non -Ad Valomm Assessments PAAdditlonal—perty R—od Cards Property Sea th Help Property Totes Report[". Report Homestead Fraud Tax CompaTRIM Nodce Value Adluslment Board ASSESSMENT INFORMATION O Year 2018 201T 2016 Land Value $337,500 $337.500 $314.1511 Bullchng Value $145.530 $135.052 $135.052 Extra Feature Value $1718'i $17489 $17489 Market Value $500.519 $490,041 $466, 791 Aeeeeeed Value $168637 $165, 169 $151,772 TAXABLE VALUE INFORMATION O 'the 2017 2016 COUNTY Exemption V.I.. $50000 $50000 $50.000 Taxable Value $118.637 $115.169 $111772 SCHOOLSOARD Exemption Value $25.000 $25.000 $25.000 Taxable Value $143.637 $140,169 $136.772 CITY Exemption V.I.. $50.000 $5n 000 $50.000 Taxable Value $118.637 $115,169 $111 772 REGIONAL Exemption Value $50.000 $50000 $50.000 T...III. Value $118.637 $115.169 $111772 SALES INFORMATION O Previous Sale Price BENEFITS INFORMATION O Benefit Type 2018 2017 2016 Save Our Home. Cap Assessment Reduaien $331,882 $324,872 $305, 019 Homestead Exemption $25000 $25.000 $25, 000 Second Homestead Exemption $25000 $25.000 $25, 000 Note Not all benefits are applicable to ail Taxable Values li a County. School 6-ra. City. Regional) FULL LEGAL DESCRIPTION O WATERS E DGE PB 9-141 El LOT 9 6 LOT 10 BLK 2 LOT SIZE 75 000 X 125 OR 14648-2271 0890 1 OR Bo bMFage Q.0ile.tion Description 07/01/1987 $105000 13349-0170 Sales N. are ouaAded Farmers irkrn,abon ahout the Department of Royal Sales OualiAcalion Codes 2018 2017 2016 LAND INFORMATION O Land Use Muni Zone PA Zane Unit Type Units Cal, Vaue GENERAL R-20 1100-SGL FAM ILY-23012500 SO Front Ft 7500 $337,500 BUILDING INFORMATION O Building Number Sub Ares Year Built Actual Sct Pt Llving SA.Ft Adj Scil Cal, Value 1 1 1957 2583 1,884 2,156 $145.530 11 Building Sketches Avail EXTRA FEATURES O Description Year Built units Colic Value Patio - Concrete Slab 1958 425 $918 Pool 6' ms AVG 3-8' dpm, plain feat 250-li 5f 1958 1 $13 500 Screen Enclosure Avg Dometype 1958 875 $3071 ADDITIONAL INFORMATION 'The information listed below is nut denved hem the Property Appraiser's OffiCe records Ills provided for canvenlencs and is derived from other goven,—N agencies LAND USE AND RESTRICTIONS Community Development District: NONE Community Redevelopment Area: NONE Empb--.nt Zone: NONE Enterprise Zone: NONE Urban Development: INSIDE URBAN DEVELOPMENT BOUNDARY Zoning Code: R20- Eslsting Land Use: 10-SINGLE-FAMILY,MED-DENSITY (2-5 DU/GROSS ACRE) Government Agencies and Commurvly Services OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Childress Trust City of Miami Shores Environmental Considerations Florida Department Of Revenue Florida In land Navigation C,,tnct PA Bulletin Seem Non -Ad Valorem Assessments Srnoof Board South Florida Water Mgmt DistnCt Taz Collector The OfAce of the Property Appraiser is continually editing and updating the tas roll This websde may not reflect the most Cumentinformation on record The Property Appraiser and Miami -Dada County assumes no liability. see loll disclaimer and User Agreement at http 7hvww mer made gay/inb/disclaimer asp For mgumas and suggesbons email us at http:/eYew rmammade govlPAPonaVConlaclFomlConiactForm Man asp version 2 0 3 EXEMPTIONS 6 BENEFITS REAL ESTATE TANGIBLE PERSONAL PUBLIC RECORDS ONLINE TOOLS TAX ROLL ADMINISTRATION PROPERTY Deployed Military 40 Yr Building Appealing your Assessment Address Blocking Properly Search Appealing your Assessment Re -Certification Disability Exemptions Assessment Information Change of No— Properly Sales Reports Appeal Your Assessment Search Homestead Change Of Address Tax Estimator Detective Drywall ElcenVb-a Institutional Change of Ownership & Tale Tax Corrpadson Folio Numbers Extension Requests Senior Citizens Declaration of Condominium Homestead Exemption and Mortgage Fraud Filing Returns Portability Moe > More > Mae > More > More > More > aging Privacy Statenwnt Disdainful Abcal AAA Notice Contact Us 01:1. 02014 Miami. Dods County. All rights reserved. Browa rd: 954-985-9900 Dade: 305-989-5447 WjWL:jA7f "EJUR�H=Rn 1D Fax:954-985-9901 info@weathershieldairconditioning.com AIR CONDITIONING www•weathershieldairconditioning.com www.l-lovemyac.com A/C SERVICE & INSTALLATION - RESIDENTIAL SI COMMERCIAL 24 Hour Service Hablamos Espanol INSTALLATIONS EMERGENCY SERVICE CONTRACTS Residential/Commercial 24 Hours Maintenance Customer Name: {. 2 l i phone: � jQ33c. Fe.; Job Location: J0%c) N "1 /� I :Ter, . _ Email: WW hereby submit Specifications and estimate for. X In boxes = Yea 4rl`y^,1 Vertical A/H / Closet Garage A/H ❑ Attic A/H / Ceiling Mount 10% New A/H Stand 0 Filter Rack ❑ Indoor ❑ Outdoor ❑ New A/H Platform ❑ Insulate Return Air Base .R New Return Box ❑ Smoke Detector to Code ❑ Reconnect Heat Recovery: ❑ Yes ❑ No ❑ New Emergency Drain Pan - Horizontal kNew Emergency Drain Pan - Vertical �i Install Float Switch ❑ New Thermostat: M# VP New Digital Thermostat M# ❑ WIFI Thermostat M# New De-Humidistat:...M# Condenser on Ground ❑ Condenser on Roof Condenser Wall Bracket New Concrete Slab Hurricane Strap to Code ❑ New Roof Stand ❑ Seal Roof Stand Cl New Steel Wall Bracket ❑ New Unit on Existing Mount ❑ Package Unit on Ground ❑ Package Unit on Roof ❑ Package Unit on Wall Bracket ❑ New Refrigerant Lines �r U Reconnect to Existing Ref. LinesL"rh' ] SA ❑ Liquid Line Size ❑ Suction Line Size Ig Insulate Suction Line ! ❑ Braided Hoses ❑ Attic insulation City:Aniom)1ams % ❑ New Drain Line ❑ New Water Lines ❑ Insulate Drain Line J9 Reconnect to-ORMft Drain Line Pu ^fa ❑ New Duct System (See Plans) ❑ Add New Supply Duct (See Plans) ❑ Add New Return Duct (See Plans) % Reconnect to Existing Ductwork ❑ UV Lights: 1 ❑ 2 ❑ ❑ Balance Air Flow ❑ Return Air Type: ❑ RH ❑ RHF tX New Return Grill • N A �q ❑ Replace All Supply Air Grills ❑ Replace Supply Air Riser 59 Drop Cloths Used Remove Existing Equipment from Premises System Start Up and Test ❑ New Condensate Pump 115 V 240 V Reconnect to Existing Electrical New AMP Disconnect at Air Handler ❑ New AMP Disconnect or Breaker at Condenser ❑ Permit Included 1 k Permit Fee Not Included ❑ Crane Service ❑ New Pleated Fitters Standard SIZE eUANTItY Nl Duct Cleaning ; Q- %*NTS a arm INSTALL DATES: = Packa # 1 INITIALS = Package # 2 INITIALS S.E.E.R. / ARI/ MANUFACTURER TONNAGE / BTU's CONDENSER UNIT AIR HANDLER UNIT PACKAGE UNIT WATER SOURCE UNIT HEAT WATER HEATER INITIAL INVESTMENT ADDITIONAL DISCOUNTS FINAL INVESTMENT FPL ACCTd WARRANTY: *Yearparts 1 Year Labor tear Compressor Part WARRANTY: _Year Parts _ Year Labor _ Year Compressor Part 4aa -40 wct�rtta�y a'n ! - a o to - years, W4 4o i Y1Sc.S.1a:I'% or, SERVICE & WARRANTIES: All equipment and materials installed by Seller shall be guaranteed by the manufacturer for a period of one year from date of installation, unless otherwise specified. labor required for replacement of defective parts or workmanship shall be furnished by Seller free of charge fora period of one year, from the date of installation, unless otherwise specified above. Labor provided by Seller in this one year period is from 8:00 A.M. to 5:00 P.M. Monday through Friday, holidays excluded. Failure by lack of maintenance is not covered under warranty. Any Alteration or Deviation from Above Specifications involving extra costs will be executed only upon written orders, and vrill become anXchsa,',ueflover and above this estimate. ACCEPTANCE OF PROP SALThe abo pri s, specifications a ondltlo 4 are satisfactory and are hereby accepted. You are authorized to do the work as sp ed yment will bined above. P PURCHASER SIGNATURE ATE Weathershield Air Conditioning resentative DATE Certificate of Product Ratinas AHRI Certified Reference Number: 201520122 Date : 08-02-2018 Model Status : Active Old AHRI Reference Number : 10492006 i— AHRI Type: RCU-A-CB Series: GSXC16 I U G 0 3 2;18Outdoor Unit Brand Name: GOODMAN i3YOutdoor Unit Model Number (Condenser or Single Package): GSXC160481C* Indoor Unit Model Number (Evaporator and/or Air Handler) : AVPTC49C14A* 0000 • Region All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, MD,'f AE,.MI, MN, Md, W,, • • • •: • MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VA, VT, WA, WV, WI, WN'. S. • • Territories) • ••.... •••• ...• Region Note : Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed in Alhlbtjions • • • • • • . • • • • • • • until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed in44&1(1) for • • • : • • • • • which they meet the regional efficiency requirement. •• •••• • • •0 0 The manufacturer of this GOODMAN product is responsible for the rating of this system combination. . • : • • • • • • . .•.••. . • •••••• • • • • • • Rated as follows in accordance with the latest edition of ANSI/AHRI 21=40 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), btuh46000 SEER: 16.00 EEFj i 5F) : 12.50 A APB__ BY I DATE ZONING DEFT BLDG DEPT SUBJECT I'O CGNIPLIANCE WI FH ALL FEDERAL STATE ANv LC Ulv",'f rqL i :S AND REGULATIONS t"Aclive" 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. Rai nos that are acoomoanied by WAS Indicate an involuntary re -rate. The new Dublished rating is shown alona with the Drevious (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 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, A= personal and confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION A REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.ahridIrectory.org, click on "Verity 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. ©2018Air-Conditioning, Heating, and Refrigeration Institute I CERTIFICATE NO.: "'7772o9996103496 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. Tn,�. Job Address (where the work is being done): I Q-70 NR q 1 1-L/iI City: Miami Shores Village County: Miami Dade Zip Code: 3�J1 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID d-ONCRETESI.AB • • • ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVpt I •• • A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS• • • • •••• AHRI DATA SHEET REQUIRED • Change disconnecting means: YES ❑ NO ['ARHI Sheet Attached: YES ❑ NO ❑ .... .... ..... ...... . . ... .. V rntact Attach ed!: YES ; • UNIT BEING REPLACED DATA • NEW UPVTO • • • MANUFACTURER •• • • AHU or PKG. UNIT MODEL # 1 COND. UNIT MODEL # ►el KW HEAT 44on NOM TONS AHU 1,00 CU PKG 1) M.C.A AHU tOCU PKG AHU jt0CU PKG 2) M.O.P AHU (0(5CUtAjSPKG AHU CU qffi PKG 3) VOLTS AHU CU qZCPKG PKG UNIT / / PKG UNIT EER/SEER YES NO REPLACING DUCTS YES YES NO REPLACING THERMOSTAT iS NO YES NO NEW 4"CONCRETE SLAB 5P NO YES NO NEW ROOF STAND YES O YES NO NEW RETURN PLENUM BOX -I'E'SD NO 1. Minimum Circuit Ampacity (Wire Size): A 2. Maximum Overcurrent Protectio rliA5Breaker Size): 3. Voltage of Circuit (208/�9480): 4. Size Disconnecting Means: Contractor's Company Name: State Certificate or Regis traY n No. q Certificate of Competency No. Signature Date: ( ualifier's signature) • 6V i ' •ter• (Revised02/24/2014) W / CINIJIINE�h�IN( . EXPRESS 01 E.X.P.E.R.T. (Engineering Express Product Evaluation Report) ti 160 SW 12TH AVE SUITE 106, DEERFIELD BEACH, FL 33442 (954) 354-0660 1 ENGINEERING EXPRESS. COM REPORT HOLDER: GOODMAN MANUFACTURING COMPANY, L.P. (ED 5151 SAN FELIPE STREET HOUSTON, TX 77056, USA 877-254-4729 1 GOODMANMFG.COM SCOPE OF EVALUATION (compliance with the following codes): echnicai Evaluation Repor DIVISION: 23 08 00—COMMISSIONING OF HVA THIS DOCUMENT CONTAINS (5) PAGES: THE FIRST PAGE MUST BEAR AN ORIGINAL SIGNATURE & SEAL OF THE CERTIFYING PE TO BE VALID FOR USI 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 5th Edition Florida Building Code (2014) per FBC Section 104.11, FMC 301.15, FBC Building Ch. 16, ASCE-7-10, FBC Existing Building sections 701.1, 706.6.1, 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 provide this TER and is summarized in the sections below. • 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 is included in this TER and appears below. NOTE: 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 above 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 GOODMAN models present in the table located on the final page. FINISH: Baked enamel. (Issued March 161h, 2016 Subject to Renew March 151h, 2017) TER-16-3146.z NOTE: GRAPHICAL DEPTCjION� IN THI$�2FFORT ARE FCIR ILLUSTRATIVE PURPOSES ONLY AND MAYPfff 4IN AP•P•F� 14NCE UNIT CASING MATERIAL: •••••• • ;•••.: 26ga galvanized sheet steel A4,W %653 C�*Cdlc%olled steels f8r side covers. 22ga galvanized sheet•steel ASTM A658 cold r01naftel fo bottom base pan. 20ga galvanized•Sil steel ASTM A653 c@W4r@lled stee for top panel. Removable top"9WQ*covers secuceid withA14e1&shee metal screws. • Knockouts provided for utility &Ocontrotconneptions• • • ••; • INSTALLATION: ' 0 0 0: Shall follow manufacturer specifiCstiong as wel t941fe�inform8tion prbvidec herein. • • • STRUCTURAL PERFORMANCE: Models referenced herein are subject to the following design limitations. ASCE-710 Exposure Categories C Up to and including 175mph (Vult) for up to 200' MRH**. HVHZ*** Up to and including 170mph (Vult) for up to 260' MRH**. HVHZ*** Up to and including 200mph (Vult) for up to 200' 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(lessDeadLoad) Site specific wind analysis may produce alternate limitations provided maximum rated wind pressure is not exceeded. ORIGINAL SIGNATURE AND RAISED SEAL REQUIRED TO BE VALID PER CODE: March 161h, 20 Frank L. Bennardo, P.E., SECB ENGINEERING EXPRESS® PE #0046549 CA #9885 The FBC 14 defines APPROVED SOURCE (Section 2.2) 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.' Engineering 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 tests. SECTION 2 PRODUCT INSTALLATION LIIIJ. IIICt:I Illy. L"::XI,11tr��' I 1 CIS- IU-.J 144U. Condense Roof or ground structure / substr (concrete, steel, schedule below) TIE -DOWN STRAP & CLIP SCHEDULE in clips. See lelow for ations Cabinet * Roof Height Tie -down Straps Strap WILL (Ibs) Tie -down Clips per Side Al Ground 0 NA 1 Up to 60' (80') Up to 120' (150'Ifle Up to200' (250'Ground 81,B2 Up to60'(80')U to 120'(150' Up to 200' (250') 2 400 2 C1, C2, 0, C4, CS Ground 0 NA 1 Upto 60' (801) 2 000 2 Up to 120' (1501) 2 Soo 2 Up to 200' (250') 2 600 2 D1, D2, D3, LD DS, D6 Ground 0 NA 1 Upto 60' (8V) 2 800 2 Up to 120' (1501) 2 1000 2 Up to 200' (250') 2 1000 3 ANCHOR TO HOST STRUCTURE SCHEDULE Cabinet Ground or Roof Height* Anchor Type Concrete 3,000 Psi 1/8" Min A36 Steel 1/8" Min 6061-T6 Aluminu m Al Ground A N A N A u to 60' 80' N/A B g .Up to 120' 150' N A B B Up to 200' 2 501 N A B B 61, 62—Up Ground A N A N A to 60' 80' N A 8 B Up to 120' 150' N/A B B U to 200' 250' NA A g g C1, C2, C3, C4, C5 Ground N/A N A U to 60 18011 N A B B U to 120' 150' N A B g Unto200' 250-L g D1, D2, D3, D4, D5, D6 U to 60, 80' N04A B B U to 120' 150' NIA I U to 200' 250 g g TIE -DOWN CLIP (GROUND APPLICATION) TIE -DOWN CLIP ASTM A653 G60 galvanized cold (GROUND AND ROOF APPLICATIO rolled steel down thick for all Miami Tech CUTD 1" wide and an cabinets tied down at ground Y (Goodman Bracket); fasten cabinet length ASTM A653 galvanized steel using (2) anchors per clip from 0.07 thick for all cabinets tied down tc Anchor to Host Structure Schedule roof structgq; jgsten clip to structure Table. Clip integrates into base pan using ancino rfrom Anchor,§�f eoule tc slot. J-Tost Structure Fable and (2) M0 x 3/£ " S9'410 self-arJl Ag screw to ?a6ten clil • • •:C Qnit basc?parL See Tig-MItt Strap • • • Vlip Schedule'rable for (rl"4rp }unt. F • • ground apjAeaition use tie-dowrtclip .. r rAdule c'smaapondinglo 60'• height. •••••• • • ••••• Tie -down Strap & Clip Tvpe: (for roof applications) — •...•• • Working Load Limit (WILL) is strap's manufacturer - sp(NfjN.%.er strap"A'filhlmum strap width of 1" and minimum length of.15 ft.4s required for all cabinei!s • Clips heights shall be adequate to fit SMj v/fthia base pan height. Ver' +height on sit Clips shall be placed at center on each side and equal1y,pgSgpb. Cross member shall be added and fixed to roof stand see detail A. 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. Note: Tie -down straps shall be wrapped around unit and roof stand rail, and shall be tightened using the buckle. Provide two straps per unit. Strap material shall be high strength webbing and shall be compliant for exterior grade use if they contain plastic components, per FBC chapter 26. Select strap from table based on WLL requirements. For Non-HVHZ, use (2) straps with minimum WLL of 500lbs each, up to 200' MRH. Anchor Types to Host Structure; A. — 1/4" ELCO ULTRACON SS4 Anchor embedded 3" in 3,000 psi concrete. 2 1/2" from edge minimum. NOA No. 15-0226.11 B. — 1/4" -20 UNC SAE Grade 5 screw min. 1/2" from edges with nut and washer OD 0.75" 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 EXPRESSO 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 2 (954) 354-0660 ENGINEERING EXPRESS.COM STRAP AND CLIP LAYOUT �..�iytii�cCii�iy cnNiCaa- � inn-IV-JI�+v. 7 YPICACLIP SEE ANCHOR TO HOST CONFIGURATION STRUCTURE SCHEDULE OR SEE DETAIL A �. STRAPS SEE TIE -DOWN STRAP & CLIP SCHEDULE MIAMI TECH CUTD SEE TIE -DOWN STRAP & CLIP SCHEDULE CROSS MEMBER 6061-T6 ALUMINUM / 2"X2"ya' ROOF STAND RAIL PER SEPARATE B I ENGINEERING 1 STRAP AND CLIP LAYOUT SCALE: N.T.S. PLAN VIEW UNIT ROOF STAND RAIL PER SEPARATE ENGINEERING UNIT ROOF STAND RAIL PER SEPARATE ENGINEERING A 1 AND 2 CLIP CONFIGURATIONS SCALE: N.T.S. DETAIL VIEW MIAMI TECH CUTD SEE TIE -DOWN STRAP & CLIP SCHEDULE BASE PAN (2) #10 x %" SS 410 SMS (2) #14-18 SS 410 SMS %" SS 410 WITH WASHER & NUT CROSS MEMBER 6061-T6 ALUMINUM 2"X2"X%" CROSS MEMBER FRONT VIEW SCALE: N.T.S. SECTION VIEW STRAPS SEE TIE-DOWI STRAP & CLIP SCHEDU HORIZONTAL STRAP BE PANEL INTEGRITY FOR STRAP SPECIFICATION MIAMI TECH CUTD SEE TIE -DOWN STRAP & CLI SCHEDULE ROOF STAND RAIL DER SEPARATE ENGINEERING 2 STRAP AND CLUyLAYOU?•••• •'••:• SCALE: N.T.S. • • ft ATION \11 • • • • • • • • • • • • • • • • • • ••• ••• • • • • • • �o • CROSBtu EW R • 6061-T5.ALIM LIM • UNIT • • • • • • • • • • •••—�•�•(2)#14.18STAINLESS STEE4A8 SA6ET • ••••METAL SCREW • /'8N SCREWS AT CROSS MEMBER SCALE: N.T.S. DETAILVIEW D CROSS MEMBER SIDE VIEW SCALE: N.T.S. SECTON VIEW ROOF STAND RAIL PER SEPARATE ENGINEERING BASE PAN (2) #10 x %" SS 410 SMS (2) #14-18 SS 410 SMS '/a" SS 410 WITH WASHER & NUT CROSS MEMBER 6061-T6 ALUMINUM 2"X2"X%" ROOF STAND RAIL PER SEPARATE ENGINEERING Note: Installers must ensure that screws used to fasten the tie -down clips with the unit base pan do not touch the coil preventing any damage. ENGINEERING EXPRESSO 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 (954) 354-0660 ENGINEERINGEXPRESS. COM Page 3 SECTION 4 SUPPORTING CALCULATIONS & SUMMARY I FORCES SUMMARY Cabinet Outside Dimensions Weight Range (Ibs) Ground or Roof Height* Lateral Pressure (Psf) Uplift Pressure (Psf) Max Force (Ibs) Max Overturn (Ibs-in) Max Tension (Ibs) Uplift Force (Ibs) D (in) W (in) H (in) Al 23.0 23.0 25.7 102 Ground 42.7 0 175.6 2261.5 83 0 23.0 23.0 25.7 60' (80' 151.o 73 621.2 7998.0 503.2 268.5 23.0 23.0 25.7 120' (150') 173.7 84.0 714.4 9197.8 585.6 308.8 23.0 23.0 25.7 200' (250') 192.9 93.4 793.5 10216.4 4072.4 655.5 137 343.0 0 131, B2 26.0 26.0 32.5 103-131 Ground 42.7 0 250.6 26.0 26.0 32.5 60' (80') 151.0 73 886.3 14402.6 752.3 343.1 26.0 26.0 32.5 120' (150') 173.7 84.0 1019.3 16563.2 874.0 394.6 26.0 26.0 32.5 200' (250') 192.9 93.4 1132.2 18397.5 6880.7 977.3 209.7 438.3 0.0 Cl, C2, C3, C4, CS D1, D2, D3, D4, D5, D6 Note' 29.0 29.0 40.0 142-184 206 -3065s�i.li Ground 42.7 0 344.0 29.0 29.0 40.0 60' (80') 151.0 73 1216.7 24334.3 1076.4 426.8 29.0 29.0 40.0 120' (150') 173.7 84.0 1399.2 27984.8 2250.3 490.9 29.0 35.5 29.0 35.5 40.0 41.8 200' (250') Ground 192.9 42.7 93.4 0 15 4.2 439%* 1083.9 4Z3S8.0 t�s.1 '9176.0 ` Zi$3 • 0.0 s 35.5 35.5 41.8 60' (80') 151.0 73 1 � •32452.0 �1273.3 639.6 35.5 35.5 41,8 120' (150') 173.7 84.0 17P. 37320.3 1482.3 '/�9S • 35.5 35.5 41.8 200' f9rn-il 192.9 93.4 19e5.8 %1453.3• 6 �.9 Calculations performed according to the information provided by the client. Cabinets were assumed sol' •(15 • orosit S • r and • * • • • tension calculation purposes. l�• %� YifDi • • • • •. • PANEL INTEGRITY SUMMARY • • Cabinet Roof Height* HorizontalStrap Strapping t app nHeight WLL (Ibs) Chassis Roof Horizontal Strapping Required StrapWLL Ibs) ( Al 60' (80') No - 60' (80') No 120' (150') NoNB1 120' (150')S 200' (250') No 200' (250') 60' (80') No 60' (80')62 120' (150') NOC1 120' (150')200' (250') No 200' (250')60' (80') No C3 60' (80')C2 120' (150') No 120' (150')200' (250') No 200' (250')60' C4 (80') Yes 700 CS 60' (80') No - 120' (150') Yes 700 120' (150') No - 200' (250') Yes 700 200' (250') No - D1 60' (80') Yes 700 D2 60' (80') Yes 700 120' (150') Yes 700 120' (150') Yes 700 200' (250') Yes 700 200' (250') Yes 700 D3 60' (80') Yes 700 D4 60' (80') Yes 700 120' (150') Yes 700 120' (150') Yes 700 200' (250') Yes 700 200' (250') Yes 700 DS 60' (80') Yes 700 D6 L 60' (80') Yes 700 120' (150') Yes 700 120' (150') Yes 700 200' (250') Yes 800 200' (250') Yes 800 ENGINEERING EXPRESS° 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 4 (954) 354-0660 ENGINEERING EXPRESS.COM CABINETS & DIMENSIONS Goodman Model No. W / D (in) H (in) Weight Cabinet GSX130181 23 25.75 102 Al GSX130241 26 27.5 103 B1 GSX130301 26 27.5 115 B1 GSX130361 26 27.5 118 131 GSX130421 29 36.25 171 C2 GSX130481 29 36.25 175 C2 GSX130601 29 40 184 C3 GSX130611 35.5 38.25 211 D2 GSX140181 26 27.5 126 B1 GSX140191 26 27.5 131 B1 GSX140241 26 27.5 126 B1 GSX140251 26 32.5 131 B1 GSX140301 29 32.5 162 C1 GSX140311 29 32.5 162 C1 GSX140361 29 32.5 162 C1 GSX140371 29 32.5 162 C1 GSX140421 29 36.25 189 C2 GSX140431 29 36.25 189 C2 GSX140481 35.5 36.25 220 D1 GSX140601 35.5 38.25 260 D2 DSXC160241 29 32.25 181 C1 DSXC160361 29 38.25 184 C3 DSXC160481 35.5 36.25 219 D1 DSXC160601 35.5 38.25 279 D2 GSX160181 29 32.25 145 C1 GSX160241 29 32.25 142 C1 GSX160301 29 36.25 149 C2 GSX160361 29 38.25 162 C3 GSX160421 35.5 36.25 206 D1 GSX160481 35.5 36.25 219 D1 GSX160601 35.5 38.25 279 D2 GSX160611 35.5 38.25 291 D2 DSXC180361 35.5 38.25 206 D2 DSXC180481 35.5 38.25 268 D2 DSXC180601 1 35.5 38.25 274 D2 Note: Illustration selected for dimensional purposes Goodman Model No. W / D (in) H (in) Weight Cabinet GSZ140181 29 34.5 143 C4 GSZ140241 29 34.5 143 C4 GSZ140301 29 36.25 171 C3 GSZ140361 29 36.25 173 C3 GSZ140421 35.5 39.75 191 D5 GSZ140481 29 36.25 226 C3 GSZ140491 35.5 34.5 273 D4 GSZ140601 35.5 34.5 277 D4 VSZ140181 29 34.5 143 C4 VSZ140241 29 34.5 143 C4 VSZ140301 29 36.25 171 C3 VSZ140361 29 36.25 173 C3 VSZ140421 35.5 39.75 191 D5 VSZ140481 29 36.25 226 C3 VSZ140491 35,5 34.1 • • • • 273 . • ...D4 VSZ140601 355. 334.5.. . 277 w D4 GSZ160181 2®••• . 36.3'8& • • 174 •• ••C3 GSZ160241 35!"1•• • 34.63 180 ;. ..p4 GSZ160301 35.9 34.0 .186 4 GSZ160361 35 5 40 . 20 • • 96 GSZ160421 2$.e. ' 367.OP. 226 .. 9.N3 G SZ160481 35.5 • • . 34.63 250 • D4 GSZ160601 35l5 • 40;.. ;.306 .•••0ID6 DS ZC 160241 20 38.2B 190 .. .. 5 DSZC160361 35T 38.26 •233 D2 DSZC160481 35.5 38.25 305 D2 DSZC160601 35.5 38.25 309 D2 DSZC180361 35.5 38.25 246 D3 DSZC180481 35.5 38.25 308 D3 DSZC180601 35.5 38.25 314 D3 GSZ14019 29 34.5 143 C4 GSZ14025 29 34.5 143 C4 GSZ14031 35.5 34.63 186 D4 GSZ14037 35.5 40 20 D6 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 for 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. This evaluation does not offer any evaluation to meet large missile impact debris requirements which typically are not required for this type of product. ENGINEERING EXPRESS 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page (954) 354-0660 ENGINEERING EXPRESS.COM