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MC-17-2307Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Parcel Number Permit NO. MC-9-17-2307 Permit Type: Mechanical - Residential Work Classification: A/C Replacement mt Permit Status: APPROVED issue Date:9128/2017 1 Expiration: 03/27/2018 Applicant 338 NW 111 Terrace 1121360010560 CITI MORTGAGE INC Miami Shores, FL 33168- Block: Lot: Owner Information Address Phone Cell CITI MORTGAGE INC 1000 TECHNOLOGY Drive OFALLON MD 63368- 1000 TECHNOLOGY Drive OFALLON MD 63368- Contractor(s) Phone Cell Phone COOL AIR USA INC (954)915-1155 Eons: 3.5 4dditional Info: AC REPLACEMENT 3.5 TON classification: Residential 4pDroved: In Review Denied: nina: 3 Fees Due Amount CCF $2.40 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.80 Permit Fee $127.58 Scanning Fee $9.00 Technology Fee $3.20 Total: $146.98 Date Approved:: In Review Type of Work: Valuation: $ 3,645.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # MC-9-17-65159 09/26/2017 Credit Card $ 50.00 $ 96.98 09/28/2017 Credit Card $ 96.98 $ 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 and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named_cel�tractor to do the work stated. September 28, 2017 Authorized Signature: Owner / Applicant / Building Department Copy September 28, 2017 / Agent A r Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING Sub Permit No.. 1-Jr Nis ors � FBC 20I15M ❑ REVISION ❑ EXTENSION ❑ RENEWAL PLUMBING 0 MECHANICAL PUBLIC WORKS ❑ CHANGE OF 0 CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 338 NW 111th Terr City: Miami Shores County: Miami Dade Zip: 33 ! 0 Folio/Parcel#:11-2136-001-0560 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): CITIMORTGAGE INC Phone#: Address: City: Tenant/Lessee Name: Email State: Zip: CONTRACTOR: Company Name: Cool Air USA Phone#: 954-915-115N Address: 3901 NW 16 ST City: Lauderhill State: FL Zip: 33311 Qualifier Name: LIOr POyaStro Phone#: 954-915-1155 State Certification or Registration #: CAC1815656 Certificate of Competency M DESIGNER: Architect/Engineer: Phone#: Address: City: State: p: Value of Work for this Permit: $ 3rI } Square/Linear Footage of Work: ////4�� Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace El Description of Work: A1G Ch a n w 4it,+ e Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF S DBPR $ Co/Cc $ Notary Double Fee $ . Bond $ TOTAL FEE NOW DUE $ _ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (If applicable) Mortgage Lender's Address City State Zip 0 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 COMME RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFC YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicanffbbst 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 _ OWNER or AGENT The foregoing instrument was acknowledged before me this day of , 20 by who is personally known to me or who has produced as identification and who did take an oath. Signature r CONTRACTOR The foregoing instrument was acknowledged before me this l io day of Tcl&f-, 20 1 8 by &V 0 who is ersonal► o me or who has produced - as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: s Sign: Sign: Print: Print: ,Ai/'12?/? `lacw9rAQ4 Seal: Seal: ,;Jy ' AVIRAN TOORGEMAN 'E MY COMMISSION 0 GG086297 � EXPIRSS March 23, 2021 APPROVED BY Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk { 3901 nw 16 st, Lauderhill, FL 33311 ...P-hone- 054) 915 1455 Fax, (9 +)9475 1177 (;AC# 6 To whom it may concern, We would like to cancel permit#MC172307 due to the fact that the air conditioning units were stolen from the property 338 NW 11P Ter, Miami Shores, FL 33168.' C- Lior Poyastro Cool Air USA Owner 954-635-2850 (0 G- f m � �0�°a�f/p� tnrhv '. i !�e�f `�/la%< K�wt� J-0 MOO ;7/ "IRAN TOORGEMAN'. MY COMMISSIONS GG086297 EXPIRES Match 23,2021 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. AndrOws Ave., Rm. A-1 00, Ft. Lauderdale, i FL 33301-1895 — 954-831-4000 VALID OCT0915A 1, 201-70 THROUGH S8PTE-M8ER 30,2018 DBA: Receipt #: 18 3,2 2 5 5 IR9 COOL AIR USA INC HEA�fNG�ACONDITION CONTF Business Name: COOL Type: (CERT AIR COND CONTRACTOR) Owner Name: LIOR MOSHE POYASTRO Business Opened:10/22/2009 Business Location: 3901 NW 16 ST State/Couhty/Cert/keg:CAC1 8 15 6 5 6 LAUIjtRHILL EX6ftlptiGin Code: Business Phone: 954-3k956"' Rootris Empfoyseis'., Machines Profftsionals For Vending Busihess Ofilyp.rm her of 1171�rFinac:• Vprfrlin n- Tvn'p, Tax Amount Transfer Fee Fee,, . 41 a Penalty" PridrYears. C olledon Cost Total Paid 27.00 0. odf` 1. 60- 0.'0'6`[ 01'.'00 0.00 27.00 THIS RECEIPT MUST 9t POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You mutt meet 611 County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business lobdtion. This receipt does not indicate that the business is legal or that it.is in compliance with State or local laws and regulations. Mailing Addrtss: COOL AIR USA INC 3901 NW 16 ST LAUD8RHILL, FL 33311 2017 -* 2018 Receipt #ICP-16-00011840 PaidO7/13/2017 27.00 07/12/2017 Effective Date BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No.m UI 1— a3 i l Sub Permit No ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING r "MECHANICAL ❑PUBLIC WORKS (� CHANGE OF ❑ CANCELLATION ❑ SHOP /�j"- CONTRACTOR DRAWINGS JOB ADDRESS: J W �1 I r—� -7 City: Miami Shores County ' Miami Dade Zio: J Folio/Parcel#: r 3 6— d� —y S 6 6 Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: BFE: FF . 7[ OWNER: Name (Fee Simple Titleholder): _ 9 f , (^�•J' a �`� >^i Phone#: " 1 Address: 1 i -7 i C ,,, y,r—vuc City:. State: Zip: ( 1 Tenant/Lessee Name: ►`��/,� _ Phone#: Email: CONTRACTOR: Company Name: C UC t W t r VS 1A Phone#: ` Address: ­3 9 O 1Sk- City: �.G�d�r�,;�i State: .... E Zip: Qualifier Name: O d� 4 / Phone#:% State Certification or Registration�#: ` C5l S Certificate of Competency #: DESIGNER: Architect/Engineer: U" Phone#: t 5-5- Address: City: State: Zip: Value of Work for this Permit: $ 3C,Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration LL ❑ New P Repair/Replace ❑ Demolition Description of Work:IC k�C,F.dY1wKC ��q qd iMq3 'j t 9 it I S F-E Specify color of color thru tile: Submittal Fee $_ " n _:) _ permit Fee $ Scanning Fee $ �:� Radon Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ CCF DBPR $ CO/CC S Notary Double Fee $ Bond $ _ TOTAL FEE NOW DUE $ " Bonding company's Name (if applicable) —__........... -......... ...... Bonding Company's Address —___....____...._...... _......._...•_....—_ City State —-----.._..._..__.__.. _...__.._—._• Zip -- Mortgage Lender's Name (if applicable) NA Mortgage Lender's Address City State _ Zip Application Is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating _— construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC...., OWNER'S AFFIDAVIT, I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.„ Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise it) 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 (7J days after the building penrit is issued. In the absence of such posted notice, the Inspection will not be opproved and a reinspection fee will be charged. ,Signature -- ONINER or AGENT Andrew J. Riggle II The foregoing instru ent was acknowiedgNIVA A1119@191s — day of _),A --- 20 k -? by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: ZA�ii WRIGHT Print: _.NOta Pt h1la - aiAtsine @€ Seal: tate of Missouri, St. Charles County Commission #N 1256365 APPROVED BY \\ L I l \ 1 r-1 Pian Signature_.cr CONTRACTOR""°hmethlis � -- The foregoing instrument was acknowledged befor 2 day of .. , 20 ___)I_by who is personally known to me rwho has produced as identification and who dill take an oath. k �a NOTARY PUBLIC., PCIRt J�Qz�.aae nts3 - --r Idid Arys7�n d Seal: y r Examiner Carmisiorr # cc 2s52"t Expires Jaly 30, 02t *#.*"Thmalom 7 $Mies Zoning I Structural Review _ _--•.--__.-_--Clerk (Revisedo2/24/2014) When buying real estate property, 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 reset to full IMPORTANT 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 directly for additional information. Address Owner Name Folio SEARCH: - - ----- ---- - — -- 338 nw 111 ter Suite Q PROPERTY INFORMATION Folio: 11-2136-0 01-056 0 Sub -Division: NEW MIAMI SHORES ESTS Property Address 338 NW 111 TER Miami Shores, FL 33168-3340 Owner CITIMORTGAGE INC Mailing Address 1000 TECHNOLOGY DRIVE MS 314 OFALLON, MD 63368 PA Primary Zone 0700 SGL FAMILY - 1551-1700 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY:1 UNIT Beds I Baths I Half 2/ 2/ 0 Floors 1 Living Units 1 Actual Area 2,083 Sq. Ft Living Area 1,678 Sq.Ft Adjusted Area 1,810 Sq.Ft Lot Size 7,500 Sq.Ft Year Built 1953 Zoom I Maw Layers DIVISION OF CORPORATIONS rlrr 5 -R7 -11 +ora 9, Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Foreign Profit Corporation CITIMORTGAGE, INC. Filino Information Document Number F05000001848 FEI/EIN Number 13-3222578 Date Filed 03/23/2005 State NY Status ACTIVE Last Event NAME CHANGE AMENDMENT Event Date Filed 05/06/2005 Event Effective Date NONE Principal Address 1000 TECHNOLOGY DRIVE O-FALLON, MO 63368 Changed: 03/29/2011 Mailing Address PO BOX 30509 TAX & REPORTING TAMPA, FL 33631 Changed: 04/08/2009 Reaistered Aoent Name & Address C T CORPORATION SYSTEM 1200 SOUTH PINE ISLAND ROAD PLANTATION, FL 33324 Officer/Director Detail Name & Address Title Director, President DAVIES, CHRISTOPHER D 605 MUNN ROAD FORT MILL, SC 29715 Title Secretary BOYHER, JEFFERY L 1000 TECHNOLOGY DRIVE O'FALLON, MO 63368 Title Director KORMANEK,SHAWN 1000 TECHNOLOGY DRIVE O'FALLON, MO 63368 Title Director ROMANO, RAYMOND 399 PARK AVE NEW YORK, NY 10022 Title ASSISTANT TAX OFFICER SCHMIDT, JULIE 8800 HIDDEN RIVER PARKWAY TAMPA, FL 33637 Annual Reports Report Year Filed Date 2015 04/16/2015 2016 04/19/2016 2017 04/06/2017 Document Images 04/06/2017 —ANNUAL REPORT View image in PDF format 04/19/2016 — ANNUAL REPORT View image in PDF format 04/16/2015 —ANNUAL REPORT View image in PDF format 04/16/2014 —ANNUAL REPORT View image in PDF format 04/08/2013 —ANNUAL REPORT View image in PDF format 03/23/2012 — ANNUAL REPORT View image in PDF format 03/29/2011 —ANNUAL REPORT View image in PDF format 04/07/2010 —ANNUAL REPORT View image in PDF format 04/08/2009 — ANNUAL REPORT View image in PDF format 04/23/2008 — ANNUAL REPORT View image in PDF format 04/26/2007 — ANNUAL REPORT View image in PDF format 06/09/2006 — ANNUAL REPORT View image in PDF format 05/06/2005 — Name Change View image in PDF format 03/23/2005 — Foreign Profit View image in PDF format Florida Department of State, Division of Corporations CERTIFICATE I, JEFFERY L. BOYHER, Secretary of CITIMORTGAGE, INC., a New York corporation (hereinafter referred to as "Corporation") do hereby certify that: The following is a true, correct and complete copy of Section 3 of Article VIII of the existing By -Laws of Citimortgage, Inc. "SECTION 3. Execution of Contracts and other Instruments. The Chairman, the President, any Vice President, the Secretary and the Treasurer shall each have general authority to execute contracts, bonds, deeds and powers of attorney in the name and on behalf of the Corporation. Any contract, bond, deed or power of attorney may also be executed in the name of and on behalf of the Corporation by such other officer or such other agent as the Board of Directors may from time to time direct. The provisions of this Section 3 are supplementary to any other provision of these By -Laws." I FURTHER CERTIFY that ANDREW J. RIGGLE R is presently a Vice President of CITIMORTGAGE, INC. duly constituted as such. IN WITNESS WHEREOF, I have hereunto signed my name and affixed the corporate seal of the Corporation this 18th day of May, 2017. `mL%....... "1/11/ MI Je(Verff 6jher, S cur YOw::a� 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: MC11' 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): 338 NW 1 1 1 th TERR City: Miami Shores Village County: Miami Dade Zip Code: 33168 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means: YES ❑ NO ❑■ ARHI Sheet Attached: YES ❑■ NO ❑ Contract Attached: YES ❑■ UNIT BEING REPLACED DATA NEW UNIT N/A MANUFACTURER GOODMAN ASPT36C14AC AHU or PKG. UNIT MODEL # ASPT59C14A COND. UNIT MODEL # GSX14042 KW HEAT NOM TONS 3. 5' ton AHU J CU PKG 1) M.C.A _A U_ -.0 OKG 'AHU_'CU PKG / 2) M.O.P L _AHU ^ CU, ,f KG 'AHU_jCU PKG / 3) VOLTS TARO CU^I PKG % PKG UNIT PKG UNIT E9WSEER 14 SEER YES NO REPLACING DUCTS lyftl 111W YES NO REPLACING THERMOSTAT -,*C*l I N01 YES NO NEW 4"CONCRETE SLAB BSI I NO1 YES NO NEW ROOF STAND IYES1 l , YES NO NEW RETURN PLENUM BOX IYES3 _). 1. Minimum Circuit Ampacity (Wire Size): 2 �% -70 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: _ _ _ Contractor's Company Name. C� -AIR USA Phone: 954-915-1155 State Certificate or Regis t ation No. CAC1815656 C rtificate of Competency No. Signature - Date: 3 21 17 (Qualifier's si ature) (Revised02/24/2014) Certificate of Product Ratings AHRI Certified Reference Number: 8242069 Date: 3/2/2017 Product: Split System: Air -Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: GSX140421K* Indoor Unit Model Number: ASPT59C14A* Manufacturer: GOODMAN MANUFACTURING CO., LP. Trade/Brand name: GOODMAN; JANITROL; AMANA DISTINCTIONS; EVERREST; ONE HOUR AIR CONDITIONING AND HEATING; ENERGI AIR; FRANKLIN Region: Southeast and North (AL, AR, DC, DE, FL, GA, HI, KY, LA, MD, MS, NC, OK, SC, TN, TX, VA AK, CO, CT, ID, IL, IA, IN, KS, MA, ME, MI, MN, MO, MT, ND, NE, NH, NJ, NY, OH, OR, PA, RI, SD, UT, VT, WA, WV, WI, WY, U.S. Territories) Region Note: Central air conditioners manufactured prior to January 1, 2015, are eligible to be installed in all regions until June 30, 2016. Beginning July 1, 2016, central air conditioners can only be installed in region(s) for which they meet the regional efficiency requirement. Series name: GSX14 Manufacturer responsible for the rating of this system combination is GOODMAN MANUFACTURING CO., LP. Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air -Conditioning and Air -Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (Btuh): 38000 EER Rating (Cooling): 12.00 SEER Rating (Cooling): 14.00 IEER Rating (Cooling): ' Ratings followed by an asterisk (') indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which indicates an involuntary rerate. 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, 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. ©2014 Air -Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 131329436879408< ENGINEERING` k�71- EXPRESS E.X.P.E.R.T. (Engineering Express Product Evaluation Report) 160 SW 12TH AVE SUITE 106, DEERFIELD BEACH, FL 33442 (954) 354-0660 i ENGINEERING EXPRESS.COM REPORT HOLDER: GOODMAN MANUFACTURING COMPANY, L.P. 5151 SAN FELIPE STREET HOUSTON, TX 77056, USA 877-254-4729 1 GOODMANMFG.COM SCOPE OF EVALUATION (compliance with the following codes): 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 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 511 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 16, 2016 Subject to Renew March 15th, 2017) NOTE: GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER IN APPEARANCE UNIT CASING MATERIAL: 26ga galvanized sheet steel ASTM A653 CS cold rolled steels for side covers. 22ga galvanized sheet steel ASTM A653 cold rolled steel for bottom base pan. 20ga galvanized sheet steel ASTM A653 cold rolled steel for top panel. Removable top & side covers secured with #10-12 sheet metal screws. Knockouts provided for utility & control connections. INSTALLATION: Shall follow manufacturer specifications as well as the information provided 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 Mess Dead Load) 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 16, 2016 as Frank L. Bennardo, P.E., SECB ENGINEERING EXPRESSO PE #0046549 CA #9885 The FBC 14 defines APPROVED SOURCE (Section 2.2) as: 'An independent person, firm of 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 AC is regularly engaged in conducting and providing engineering evaluations of single -element and full-scale building systems tests. G00dMAN SPLIT SYSTEMS Engineering Express° I TER-16-3146 SECTION 2 PRODUCT INSTALLATION Condensf Roof or ground structure / subs' (concrete, steel, schedule below) TIE -DOWN STRAP & CLIP SCHEDULE vn clips. See )elow for rations Cabinet Roof Height* TiStrapsn Strap Tie -down Clips per Side Al Ground 0 NA 1 Upto60'(80') 2 300 1 Up to 120' (150') 2 300 1 Up to 200' (250') 2 400 1 81,82 Ground 0 NA 1 Up to 60' (80') 2 400 1 Up to 120' (150') 2 400 2 Up to 200' (250') 2 400 2 C1, CZ, C3, C4, CS Ground 0 NA 1 Up to 60' (80') 2 400 2 Up to 120' (150') 2 500 2 Up to 200' (250') 2 600 2 D2, 03, F,D1�D5, 06 Ground 0 NA 1 Up to 60' (80') 2 Soo 2 Up to 120' (150') 2 1000 2 Up to 200' (250') 2 1 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 B Up to 120' 150' N/A B B UD to 200' 250' N/A B B 81, 82 Ground A N/A N A U to 60' 80' N A B B Up to 120' 150' N/A B B up to 200' 250' N/A B B C1, C2, C3, C4, CS Ground A N/A N/A U to 60'(80.)N A B B Up to 120' 150' N/A B B Up to zoo' 250' B B FDE, l, DZ, D3, 34, D5, D6 Ground N A U to 60' 80' N A B B to 120' 150' ' up to 200' 25u, B 8 TIE -DOWN CLIP (GROUND APPLICATION) ASTM A653 G60 galvanized cold rolled steel 0.072" thick for all cabinets tied down at ground (Goodman Bracket); fasten cabinet using (2) anchors per clip from Anchor to Host Structure Schedule Table. Clip integrates into base pan slot. TIE -DOWN CLIP (GROUND AND ROOF APPLICATION) Miami Tech CUTD 1" ASTM A653 galvanized steel 0.07" thick for all cabinets tied down to a roof structure; fasten clip to structure using anchor from Anchor Schedule to Host Structure Table and (2) #10 x 3/8" SS 410 self - drilling screw to fasten clip to unit base pan. See Tie -down Strap & Clip Schedule Table for clip amount. For ground application use tie -down clip schedule corresponding to 60' height. Tie -down Strap & Clip Type: (for roof applications) Working Load Limit (WLL) is strap's manufacturer - specified per strap. A minimum strap width of 1" and minimum length of 15 ft. is required for all cabinets. Clips heights shall be adequate to fit SMS within base pan height. Verify height on site. Clips shall be placed at center on each side and equally spaced. 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 WILL 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 EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 2 (954) 354-0660 ENGINEERINGEXPRESS.COM GOODMAN SPLIT SYSTEMS Engineering Express° I TER-16-3146 STRAP AND CLIP LAYOUT TYPICAL 3-CLIP 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-T6ALUMINUM / 2" X ROOF STAND RAIL PER SEPARATE �13� I ENGINEERING 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 NEW MIAMI TECH CUTD SEE TIE -DOWN STRAP & CUP 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 7'X2"XY4" c CROSS MEMBER FRONT VIEW SCALE: N.T.S. SECTION VIEW STRAPS SEE TIE -DOWN STRAP & CLIP SCHEDULE HORIZONTAL STRAP SEE PANEL INTEGRITY FOR STRAP SPECIFICATION MIAMI TECH CUTD SEE TIE -DOWN STRAP & CLIP SCHEDULE ROOF STAND RAIL PER SEPARATE ENGINEERING 2 STRAP AND CLIP LAYOUT SCALE: N.T.S. ELEVATION VIEW e SCREWS AT CROSS MEMBER SCALE: N.T.S. DETAILVIEW D CROSS MEMBER SIDE VIEW SCALE: N.T.S. SECTION VIEW CROSS MEMBER 6061-T6 ALUMINUM 2"X2"Y4" UNIT (2) #14-18 STAINLESS STEEL 410 SHEET METAL SCREW ROOF STAND RAIL PER SEPARATE ENGINEERING BASE PAN (2) #10 x 38' SS 410 SMS (2) #14-18 SS 410 SMS Y4" SS 410 WITH WASHER & NUT CROSS MEMBER 6061-T6 ALUMINUM 2"X2"Xy" 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 EXPRESS® 160 SW 12TN AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 3 (954) 354-0660 ENGINEERINGEXPRESS.COM GOODMAN SPLIT SYSTEMS Engineering Express° I TER-16-3146 SECTION 4 SUPPORTING CALCULATIONS & SUMMARY 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) Al 23.0 23.0 25.7 102 Ground 42.7 1 0 175.6 2261.5 83 0 23.0 23.0 25.7 151.0 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 10216.4 655.5 343.0 Bl, 62 26.0 26.0 32.5 103-131 Ground 42.7 0 250.6 4072.4 137 0 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 18397.5 977.3 438.3 Cl, C2, C3, C4, C5 29.0 29.0 40.0 142-184 Ground 42.7 0 344.0 6880.7 209.7 0.0 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 1250.3 490.9 29.0 29.0 40.0 200' (250') 192.9 93.4 1554.2 31083.9 1398.0 545.2 D1, D2, D3, D4, D5, D6 35.5 35.5 41.8 206-306 Ground 42.7 0 439.6 9176.0 218.3 0.0 35.5 35.5 41.8 60' (80') 151.0 73 1554.6 32452.0 1273.3 639.6 35.5 35.5 41.8 0'(150') F 173.7 84.0 1787.8 37320.3 1482.3 735.6 35.5 35.5 41.8 0' (250') 192.9 93.4 1985.8 41453.3 1659.9 1 817.0 Note: Calculations performed according to the information provided by the client. Cabinets were assumed solid (0% porosity) for shear and tension calculation purposes. PANEL INTEGRITY SUMMARY Cabinet Roof Height* Horizontal Strapping Required Strap WILL (Ibs) Chassis Roof Height Horizontal Strapping Required Strap WLL (Ibs) Al 60' (80') No B1 60' (80') No 120' (150') No - 120' (150') No - 200' (250') No 200' (250') No - B2 60' (80') No - C1 60' (80') No - 120' (150') No - 120' (150') No - 200' (250') No - 200' (250') No - C2 60' (80') No - C3 60' (80') No - 120' (150') No - 120' (150') No - 200' (250') No - 200' (250') No C4 60' (80') Yes 700 C5 60' (80') No - 120' (150') Yes 700 120' (150') No 200' (250') Yes 700 200' (250') No - Dl 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 D5 60' (80') Yes 700 D6 60' (80') Yes 700 120' (150') Yes 700 120' (150') Yes 700 200' (z5o') Yes 800 200' (250') Yes 800 ENGINEERING EXPRESS" 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 4 (954) 354-0660 ENGINEERINGEXPRESS.COM GOODMAN SPLIT SYSTEMS Engineering Express® I TER-16-3146 CABINETS & DIMENSIONS Goodman Model No. W / D (in) H (in) Weight Cabinet GSX130181 23 25.75 102 Al GSX130241 26 27.5 103 B 1 GSX130301 1 26 27.5 115 B 1 GSX130361 26 27.5 118 B1 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 B 1 GSX140191 26 27.5 131 B 1 GSX140241 26 27.5 126 B 1 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 1 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 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 34.5 273 D4 VSZ140601 35.5 34.5 277 D4 GSZ160181 29 36.38 174 C3 GSZ160241 35.5 34.63 180 D4 GSZ160301 35.5 34.63 186 D4 GSZ160361 35.5 40 20 D6 GSZ160421 29 36.38 226 C3 GSZ160481 35.5 34.63 250 D4 GSZ160601 35.5 40 306 D6 DSZC160241 29 38.25 190 C5 DSZC160361 35.5 38.25 233 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 D3 DSZC180601 35.5 38.25 D3 GSZ14019 29 34.5 q143 C4 GSZ14025 29 34.5 C4 GSZ14031 35.5 34.63 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 5 (954) 354-0660 ENGINEERINGEXPRESS.COM