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MC-10-20-2271, 1005 NE 92nd StLocation Address Parcel Number 1005 NE 92ND ST, Miami Shores, FL 33138 1132050150150 Contacts GWENDOLYN RENA GOODSON Owner SELTZER AC & REFRIGERATION, INC. Contractor RICHARD ALAN SELTZER 4043 NW 63 ST, COCONUT CREEK, FL 330733 Business: 9545733204 ................... _ _............ _. __.-... -..__........._...... _.... ........ I Description: AC REPLACEMENT Valuation: $ 6,480.00 N Inspection Requests:305-762-4949 TotalSq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $4.20 DBPR Fee $3.40 DCA Fee $2.27 Education Surcharge $1.40 Permit Fee $176.80 Scanning Fee $9.00 Technology Fee $5.67 Total: $252.74 Payments Date Paid Amt Paid Total Fees $252.74 Credit Card 10/19/2020 $252.74 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date October 19, 2020 Page 2 of 2 Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 1005 NE 92ND ST, Miami Shores, FL 33138 1132050150150 RITIMUM Contacts GWENDOLYN RENA GOODSON Owner SELTZER AC & REFRIGERATION, INC. Contractor RICHARD ALAN SELTZER 4043 NW 63 ST, COCONUT CREEK, FL 330733 Business: 9545733204 Description: AC REPLACEMENT Valuation: $ 6,480.00 Inspection Requests: 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $4.20 DBPR Fee $3.40 DCA Fee $2.27 Education Surcharge $1.40 Permit Fee $176.80 Scanning Fee $9.00 Technology Fee $5.67 Total: $252.74 Applicant Copy Payments Date Paid Amt Paid Total Fees $252.74 Credit Card 10/19/2020 $252.74 Amount Due: $0.00 For Inspections, Call (305) 762-4949 or Log on at https://bidg.miamishoresviIlage.com/cap/. Requests must be received by 3pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES. October 19, 2020 Page 1 of 2 Miami Shores Village �cEIVED 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 FBC 201 -�-� BUILDING Master Permit No. U(—"C— 10 - PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ENEWAL ❑PLUMBING 0 MECHANICAL ❑PUBLIC WORKS RI/CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS r e� JOB ADDRESS: - City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �tt �'p P d 7 0C I' IJ Phone#: Address:r LOOS City: 1 �C�%•1�; CrQ j State: ``�— Zip: Tenant/Lessee Name: Phone#: Email: �] CONTRACTOR: Company Name: Se. 4c -i - F'r y �Z-f o1 ` 1 r)N Phone#:()S 4 --7 3 — L Address: —log 3 Ni,j b3 City: CX' -orr J� C- ✓ P.--(k State: Zip: 3 c % 3 Qualifier Name: f ter J) P-- 14,-)- 9-r Phone#: State Certification or Registration #: /x � C) 3 S Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ �_f 90 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: 0'04- 1 ) r, WAIJ -s f-- ulni -` o-=) Specify color of color thru the: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $. Double Fee $ Bond $ TOTAL FEE NOW DUE $ 5� Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State W 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 OWNER or AGENT Signature / CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 3 day of Od-` 4& L, 20 Z by day of 6 Y 20 Z by 1401L1 00 C�� o who is personally known to ��\�r� �h wh is�cr personally known to j.�G t,1c w�'r%V3 ( AS 1A me or who has produced x rL r�i ivr"5 as me or who has produced St% 3-A' 1-4 1 - J-3`1'41- V as identification and who did take an oath. identification and who did tak aath. NOTARY PUBLIC: 1►AyPve� GABRIELCHARLES NOTARY PUBLIC: * * Commiee(on 0 HH 040610 "'> �.•` Expires September 9, 2024;•O—AISwm/ `•• ep49arnmk49(waurs.. Sign: / e $ Print: hr; L / /��/ �� r Print: // _) � V1 h �17 ^ • r C"PIPE- Seal: Seal: ############################################################################################################ APPROVED BY Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address (where the work is being done): /oo City: Miami Shores Village County: Miami Dade zip Code: 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 �RHI Sheet Attached: YES FfNOD Contract Attached: YES ❑ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER AHU or PKG. UNIT MODEL # >(L_q , COND. UNIT MODEL # I,,,) � I. & ff KW HEAT -7, L NOM TONS 4-1 AHU CU PKG 1) M.C.A 0 AHU CU PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3) VOLTS 'c, o AHU CU PKG PKG UNIT / / PKG UNIT / / EER/SEER �- ,,. YES NO REPLACING DUCTS YES N YES NO REPLACING THERMOSTAT YES YES NO NEW 4"CONCRETE SLAB YES NO YES NO NEW ROOF STAND YES YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): 4 � 2. Maximum Overcurrent Protection (Fuse/Breaker Size):aV 3. Voltage of Circuit (20 240 480): 2 !I () 4. Size Disconnecting Means: -� Contractor's Company Name: �t?Z/ .L�� �2Q�� , ii'!-� )(,') fj Phone: State Certificate or Registration No. C Certificate of Competency No. Signature T_ Date: / R —'LC) (Qualifier's signature) (Revised02/24/2014) Ron DeSantis, Governor STATE OF FLORIDA Halsey Beshears, Secretary Ems DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE CLASS A AIR CONDITIONING CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES SELTZER, RICHARD ALAN SELTZER AC & REFRIGERATION, INC. 4043 NW 63RD STREET COCONUT CREEK FL 33073 .... . LICENSE NUMBER: CAC1819315 EXPIRATION DATE: AUGUST 31, 2022 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2020 THROUGH SEPTEMBER 30, 2021 DBA: Receipt #N SELTZER AC & REFRIGERATION INC EAT NG/AIRCONDITION CONTWTR Business Name: Business Type: yp (CERTIFIED AIR CONDITIONING' Owner Name: RICHARD ALAN SELTZER Business Location: 4043 NW 63 ST COCONUT CREEK Business Phone: 954-573-3204 Rooms Seats CONTRACTOR) Business Opened:04/30/2018 State/County/Cert/Reg: CAC 1819 315 Exemption Code: Employees Machines Professionals 1 For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF THIS RECEIPT MUST BE 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 must meet all 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 location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: SELTZER AC & REFRIGERATION INC Receipt #1CP-19-00006979 4043 NW 63 ST Paid 07/28/2020 27.00 COCONUT CREEK, FL 33073 07/27/2020 Effective Date 2020 - 2021 rwr�hwa#,% r%r% I'fA• Iam"r%'r V.- 1M.1..I9T10,Ir-e%e% 'rA v r%W-^.rIn'r Fee Penalty Prior Years Collection Cost Total Paid JIMMY PATRONIS CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 7/16/2020 PERSON: RICHARD A SELTZER FEIN: 823786477 BUSINESS NAME AND ADDRESS: SELTZER AC & REFRIGERATION INC 4040 NW 63ST POMPANO BEACH, FL 33073 SCOPE OF BUSINESS OR TRADE: Heating, Ventilation, Air - Conditioning and Refrigeration Systems Installation, Service and Repair, Shop, Yard & Drivers EXPIRATION DATE: 7/16/2022 EMAIL: SELTZER473@GMAIL.COM IMPORTANT: Pursuant to subsection 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to subsection 440.05(12), F.S., Certificates of election to be exempt issued under subsection (3) shall apply only to the corporate officer named on the notice of election to be exempt and apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to subsection 440.05(13), F.S., notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 E01163729 QUESTIONS? (850) 413-1609 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to owner - worKers, compensation Insurance exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: r►r ru GABRIEL CHARLES i >�M,�'G�s`t�G.� /� ::��:� 'Y� �'•�,••4,O Commission#HH040610 Owner Expires September 9, 2024 State of Florida IM0,f"401 Bmd9dTt-NAWN0WyS"M County of Miami -Dade r The foregoing was acknowledge before me this ) t, day of , 20 c= By who is personally known to me or has produced e Notary: SEAL: as identification. Seltzer AC & Refrigeration Date: 10 1 ( ct 1-2'o *2b State o County of _ 01-je, M Before me this day personally appeared who, being duly sworn, deposes and says: That he will be the only one doing the work located at: 1005 NE 92 ST Sworn to (or affirmed) and scribed before me this cc�q- SjoiIINUPPun n4nd Amo , 'N nJ41 PaPuoa eeoe 'c jaqw"Was -s— M90 DO # N0ISS'!IAfiV0J Avy Z]ItIVAIV ViGNIS V LVAREI SINDIA A MY COMNIISSICN;`, G" 238273 EXPIRES: Sept.ember 3, 2022 Bonded Thru Notary Public Underwriters 16rdayof n01Q9L�—'20_Pby W Personally know OR Produced Identification Type of Identification ProducedT L e4 LC?-- 0\\\6� Miami Shores Village C'E E� �i Building Department A 1 2g19 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. , PERMIT APPLICATION Sub Permit No. []BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: _ City: Folio/Parcel#:_ Occupancy Type Miami Shores Cou Load: Construction Type: Miami Dade Zip: Is the Building Historically Designated: Yes Flood Zone: BFE: NO FFE: OWNER: Name (Fee Simple Titleholder):`i7(� Phone#: Address: DDL-5 NJ City: I State: �Z_ Zip: Tenant/Lessee Name: Phone#: Email: r� CONTRACTOR: Company Name: Abw wk C-- Phone#: Address: iV J) U 10VJ is CA - City: ':hY�ICR �lru(5 State: Zip: t-P Qualifier Name: P �P�' `(�'7G'Y�l�c 2 Phone#: State Certification or Registration #: q2 9 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration New E3Repair/Replace ❑ Demolition Description of Work: 0 L"�'t • - YET } Specify color of color thru tile: Submittal Fee $ -:5I Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ 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, 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. Signaturet7 ' `L' �`" �� Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 by Z�6 day of ooLx�-k 20 M by who is personally known to V-) 0-Y1 VA � \'K who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: '` Sign: R PU Notary Public -State of Florida Print: y t @ �`�- No v Pub is - State of Florida , Print: = r My Comm. Expires Dec 2B, 2019 Seal: ., :a My Comm. Expires Dec 2B, 2019 Seal: ` @OF o . 'O .. 00 Bonded through National Notary Assn. { ct ° Bonded through National Notary Assn. , '°""' APPROVED BY Plans Examiner Zoning Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address (where the work is being done): C City: Miami Shores Village County: Miami Dade Zip Code: 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 ❑:9 NO ❑]� ARHI Sheet Attached: YESP NO ❑ ] Contract Attached: YES, MA` ) 40 tP J 1-1"TD, I(D', UNIT BEING REPLACED DATA NEW UNIT jryJ L Y- MANUFACTURER r?C)0& ryJ a vi A AHU or PKG. UNIT MODEL# -5 1 (pl Q`(- COND. UNIT MODEL # C1 S 7( 1 l CJ 1 KW HEAT NOM TONS 1 AHU!: ,q CU 2'>-_ PKG 1) M.C.A AHU R,�eCU2'1-&PKG AHU 4S CU '0 PKG 2) M.O.P AHU i 5CU 5V PKG AHU. .j CU 2-08 PKG 3) VOLTS AHU LO&CU LGi PKG PKG UNIT / / PKG UNIT EER/SEER YES NO REPLACING DUCTS YES NO ' YES NO REPLACING THERMOSTAT YE NO YES NO NEW 4"CONCRETE SLAB IF-S; NO YES NO NEW ROOF STAND YES 4CO YES NO NEW RETURN PLENUM BOX YES NO ' 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size) 3. Voltage of Circuit (208/240/480): �)_0E, 5b 4. Size Disconnecting Means: dd1�N -> \,-5Q Contractor's Company Name: PhSO((k � `(C lam4 1 Phone: State Certificate or Registration No. Certificate of Competency No. Signature C�c' ►_r 0 ic'tIct,7 Date: (Qualifier's signature) (Revised02/24/2014) y� F afle No of Pages Dade:305-443-9527 Cell: 764-214-4938 11510 NW 15 COURT AIC Et DUCT REPAIR, INC. Broward: 954-438-9907 PEMBROKE PINES, FL 33026 Palm Beach:561-315-1230 CAC 1814897 STATE and ZIP CODE iI--CT- __. _ OATE OF PLANS )N£ DATE ,j t i NAME - --.. JOB LOCATION ----- -- ---_...--------- lot Cit�t hereby to furnish material and labor — complete in accordance with specifications beioW74or the sum of: f t� dolGO r _ 1_�c� Sc�. x . �� ti fr 1r>�z f Y`� vt�c:. tz. 1✓� clars ($ S� >. Payment to be made as follows: All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any elleratlon or deviation from specifications be- Authorized � �Q ,•I� I���" low involving extra costs will be executed only upon written orders, and will become an Signature extra charge over and above the estimate. All agreements contingent upon strikes, aoci- Note: This proposal may be Z dents or delays beyond our control. Owner to carry tire, tornado and other necessary Insurance. Our workers are fully covered by Workmen's Campensation Insurance. withdrawn by us if not accepted within - --days. We hereby submit specifications and estimates for — — ....... _�. ��^:�...... �.... �-:r�� �.(��..�cX......��-:..�.............. �.........0 ..� J...�� ........�.. ..... ..................... ... .... -.... 1 _ St' {' Y 1.! }.... ..... S..f....;'v.)....... .. x �.f... )c ........... ..... ..................... ........ , / .................. Arupti nre of f rnpnsttt The above prices, specifications /,, /% _, � �C{�0 oD and conditions are satisfactory and are hereby accepted. You are authorized Signature✓- l----f--••---------- -- -- ---- to do the work as specified. Payment will be made as outlined above. Date of Acceptance:,, __. _ .. - -_ .. _ _. .__. --._ _. � _ __ Signature_— EXPIRAT164 DATE U iUSt 31, 2020 Always verify licenses online at MyFloridaLicense.com {: Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. CITY OF PEMBROKE PINES 601 CIT`,;CENTER WAY, LBTR-4TH FLOOR' LOCAL BUSINESS TAX RECER PEMBROKE PINES, FL 33025 ACCOUNT -NO: 20:150339101 RECEIPT -YEAR: OCTOBER 1, 2018'thr-,-, SEPTEMBER 30, 2019 RECEIPT -NO: 183280 NOTICE BUS -NAME : ABSOLUTE A/C & DUCT REPAIR, INC. In the event the business to which this BUS-ADDR 11510 NW 15 COURT receipt was issued changes hands, the receipt PEMBROKE PINES 7L 33026 will become null and void. An application for a new receipt must: be made, BUS-DESCR `. A/C REPAIR RECEIPT -TYPE: RESTRICTED LICENSE BUSINESS -CLASSIFICATION INV/UNITSEFFECTIVE PERMIT-NUMBER/COMMENTS RCT-TYPE CAC CONTRACTOR--AIRCONDITIONINGLHEATING 0 10/01/2018 P/Pines BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2018 THROUGH SEPTEMBER 30, 2019 DBA: r Receipt#:EATING/AIRCONDITION CONTRACTR Business Name: 1568 ABSOLUTE A/C & DUCT REPAIR INC Business Type: YP (AIR CONDITIONING CONTRACTOR) Owner Name: AILEEN M MARTINEZ/QUAL Business Opened:03/01/2006 Business Location: 11510 NW 15 CT State/County/Cert/Reg:CAC1814897 PEMBROKE PINES Exemption Code: Business Phone: Rooms Seats Employees 2 For Vending Business Only Number of Machines: Machines Professionals Vendinq Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 1 0.00 0.00 1 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE 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 must meet all 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 location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: AILEEN M MARTINEZ/QUAL 11510 NW 15 CT PEMBROKE PINES, FL, 33026 Receipt #lCP-17-00024413 Paid 09/19/2018 27.00 09/18/2018 Effective Date 2018 - 2019 lit 1 T Ur rr_rA0KVllC r1r4=* 601 CITY CENTER WAY, LBTR-4TH FLOOR LOCAL BUSINESS TAX RECEIPT PEMBROKE PINES, FL 33i}25 ACCOUNT -NO: 20050838/01 RECEIPT -YEAR: OCTOBER 1, 2018 thru SEPTEMBER 30, 2019 RECEIPT -NO: 16328 G� NOTICE BUS -NAME : ABSOLUTE A/C & DUCT REPAIR, INE In the event the business to which Jiiis BUS-ADDR : 11510 NW 15 COURT :` receipt was issued changes hands, the receipt PEMBROKE PINES �,FL 33026.1 =' will become null an& -Void. An applY�at3on for a new receipt mist be made BUS-DESCR : A C REPAIR RECEIPT -TYPE: RESTRICTED LICENSE ,. BUSINESS-CLASSIFZ INV/UNITS EFFECTIVE PERMIT- COMMENTS RCT-TYPE A CON NG EATIN9' 0 10 01 2018 P Pines wff a fts;r, •»�. eW � "-�'sw'"�/rya4 �V a� a�y..�*". +.w,"°.'"„�+/';•✓.�Y / � 'P 4 k �'*tiF� .�"n '�,., "'""'a ""w� 's.- `w" r^ •.a. +� � ate'- �_, � ,-�- ��... •, p U— 'PRO : �„°�•° - - - - �.,�'`�-�..:�a--, A ,�. ��^°".�,°�� �;„:,.r�^n.� w..6 _ _ �."-, �:!^^�"^�R"• fir-° _...� `^`�"�� z Certificateof Product AHRI Certified Reference Number: 201299487 Date : 07-10-2019 Model Status : Active Old AHRI Reference Number: 7984223§ T AHRI Type: RCU-A-CB JULSeries : GSX16 s y�x '. U0 Outdoor Unit Brand Name: GOODMAN R 1 . Outdoor Unit Model Number (Condenser or Single Package) : GSX160601 F* Indoor Unit Model Number (Evaporator and/or Air Handler) : ASPT61 D14A* • • • • • ease s• Region : All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, MD, MEsftQl; MO, W, • MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VA, VT, WA,•WVoWI, WY, U.1.0; •• Territories) e •••• % Region Note: Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed in all regOns s • • •••• until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed in re •gion(sor • • • • •• • «.•• which they meet the regional efficiency requirement. ... � e � ••, • • • • • • •• • 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 210/240 with Addenda 1 and 2, Performance Rating of Unitary Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), btuh : 54000 SEER: 16.00 EER (A2) - Single or High Stage (95F) : 13.00 Vvi fH Al_L FEUFFitiI i t"Active" Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale; OR new models that are being marketed but are not yet being produced."Production Stopped" Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratinqs that are accompanied by WAS indicate an involuntary re -rate. The new published rating is shown along 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.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 and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which is listed at bottom right. ©2019Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 132072485047204146 r" ENGINEERING Technical Evaluation Repoft E/`l. PPE S' DIVISION: 23 08 00—COMMISSIONING OF HVAC E.x.P.E.R.T. (Engineering Express Product Evaluation Report) THIS DOCUMENT CONTAINS (5) PAGES: THE FIRST PAGE MUST BEAR AN 160 SW 12TH AVE SUITE 106, DEERFIELD BEACH, FL 33442 ORIGINAL SIGNATURE & SEAL OF THE CERTIFYING PE TO BE VALID FOR USE (954) 354-0660 ( ENGINEERINGEXPRESS.COM (Issued February 1, 2018 Subject to Renew August 1, 2019) (or next code cycle change) EVALUATION• • TER-16-3146.4 REPORT HOLDER: GOODMAN MANUFACTURING COMPANY, L.P. 5151 SAN FELIPE STREET Is: IHOUSTON, TX 77056, USA 877-254-4729 1 GOODMANMFG.COM 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 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. NOTE: GRAPHICAL DEPICTIONS "THIS REPORT ARE FOF10 • • • • • ILLUSTRATIVE PURPOSES ONLY %VP MAY DIFFER414 "PEARANCE UNIT CASING MATERIAL: ""' 269a galvanized sheet steel ASTNI 1453 rS cola tMbl! Steels fCioside 0 covers. 22ga galvanized sheet st8M "TM A653 •.7eld•rolled sle•lefoi: • bottom base pan. 20ga galvanized ciii"4steel ASTM.A653 cold ro%d steel for top panel. Removable too & Sidi; covert secujed with #10-12 sheet metal screws. 000000 " Knockouts provided for utility & corxrol QAaections •• • • •• • • INSTALLATION: 0 • : • • 0 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 & D Up to and including 175mph (Vult) for up to See Page 2 MRH**. HVHZ*** Up to and including 170mph (Vult) for up to See Page 2 MRH'*. HVHZ*** Up to 200mph (Vult) for up to 56' MRH**. Non-HVHZ*** EXP C Ground or Roof Application per installation instructions **Mean Roof Height ***High Velocity Hurricane Zone Maximum Rated Wind Pressure: 119psf Lateral 93psf Uplift (ASD) Site specific wind analysis may produce alternate limitations provided maximum rated wind pressure is not exceeded. ORIGINAL SIGNATURE AND RAISED SEAL OR DIGIT BE VALID PER CODE: f•eD Frank L. Bennardo, P.E., SECB ❑ Signed by If Checked: ENGINEERING EXPRESS® Gordon DiBattisto, PE FL PE #0046549 FLCA #9885 FL PE #82328 NOTICE: IF THIS PAGE DOES NOT CONTAIN AN ORIGINAL SIGNATURE & ENGINEER SEAL: IF THERE IS A DIGITAL SIGNATURE ON PAGE 1, THIS DOCUMENT IS PART OF A DIGITALLY SIGNED FILE, SHALL REMAIN IN DIGITAL FORMAT & PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. IF THERE IS NO DIGITAL SIGNATURE ON PAGE 1 OR THIS PAGE DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL, THIS DOCUMENT IS A COPY/DRAFT. Copyright @ 2018 Engineering Express(& / Frank L. Bennardo PE, Inc. All Rights Reserved The FBC 17 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. GOODMAN SPLIT SYSTEMS Engineering Express° I TER-16-3146.4 SECTION 2 PRODUCT INSTALLATION Condenst Roof or ground structure / subst (concrete, steel, schedule below) TIE -DOWN STRAP & CLIP SCHEDULE vn clips. See )elow for ations Cabinet Roof Height* ExPC Roof Height* ExpD Tie -down Straps Strap WLL (Ibs) Tie -down Clips per Side Al Ground Ground 0 NA 1 60' 80' 25' 35' 0 NA 4 12t7 (1501 60' (85') 0 300 209 (250 11V (1SV) 0 400 Bl, 82 Ground Ground 0 NA 1 60' 80' 2V (35') 0 400 4 120 (1501 61Y (85) 2 400 200'(250 115(]SO') 2 400 Cl, C2, C3, C4, CS Ground Ground 0 NA 1 60' 80' 25' 35' 2 400 4 120 150 69 SS' 2 500 200 250 115' 150' 2 600 Dl, D2, D3, D4, D5, D6 Ground Ground 0 NA 1 60' (80') 25' 35') 2 600 4 12C (1501 BY (85') 2 60D 200 (250') 1 11V (1S0'j 2 600 ANCHOR TO HOST STRUCTURE SCHEDULE Cabinet Roof Height* Exp C Roof Height* ExpD Anchor Type Concrete 3,000Psi 1/8" Min A36Steel Min 6Alum Alum Ground I Ground A N/A N/A Al 60' 80' 25 35 N/A B B 120' 150' 60 85 N/A B B 200' 250' 115 150 N/A B B Ground Ground A N/A N/A 60' 80' 25 35 N/A B B Bl, B2 120' 150' 60 85 N/A B B 200' 250' 115 150 N/A B B Ground Ground A N/A N/A Cl, C2, C31 C4, C5 60' 80' NA B B 120 150 N/A B B 200' 250' N/A B B Ground Gr nd A N/A N/A D1, D2, D3, 60' 80' N/A B B D4, D5, D6 120' 150' N A B B 200' 250' N/A B B 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 6"•vrde and any I%ngth VTM A65S 9jIYa.nTzed steel • 0807" thick for all cabinets tied downio a . roo') structure; fasfell1c p tp structure - using elwhor from Anchor46chedu144t0 • • • F"l,$tVVture Table a9d (2) #10 x.1/2" SS 410 self -drilling screw to fasteredip • . • tp uniitiate pan. $g%yf-gown Strap & • CliQSCltedule Table for clip amount,. • • • 14LKiiaws kit #DGACl1J'D36K • • ; 0 • • •• •• •••• •••••• Tie -down Strap & Clip Type: (for roof aPPICHN) • • 6 • • • • • •••••• Working Load Limit (WLL) is strap's manufacturer - specifil(f P&%eap. A minimum strap width of 1" is required for Al Mines. • • • • • • • Clips heights shall be adequate to fit SMS within base par:lejgilt. jverify height • on site. 0000 Clips should be placed at center on each side and equally spaced, for ground mounted condition. See details in page 3, for roof mounted condition. *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: (Vertical Strapping) 1. Tie -down straps shall be wrapped around unit and roof stand rail, and shall be tightened using the buckle. Provide two straps per unit. 2. Strap material shall be either high strength webbing and shall be compliant for exterior grade use if they contain plastic components, per FBC chapter 26. Or 1" wide 22ga ASTM A653 steel strap secured with (2) #14 SS sms to the bottom of the stand rail. 3. For 200 MPH Non-HVHZ, use (2) metal straps, up to 56' MRH Exposure C. Anchor Twes to Host Structure: A. — 1/4" ELCO ULTRACON SS4 Anchor embedded 3" in 3,000 psi concrete. 2 1/2" from edge minimum. 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 (9S4) 354-0660 ENGINEERINGEXPRESS.COM Copyright © 2018 Engineering Express® / Frank L. Bennardo PE, Inc. All Rights Reserved GOODMAN SPLIT SYSTEMS STRAP AND CLIP LAYOUT ROOF INSTALLATIONS MECHANICAL UNIT IC UNIT DEPTH -STAND SPREAD-� MECHANICAL UNIT ROOF MOUNTED PLAN VIEW TIE -DOWN CLIP PER SCHEDULE, SPACED AT 1" � I o TRAP iEDULE A -A' NOTES: 1. 2. 3. (2) #10 SN CLIP, TYP. 3"X2"Xl/8" ALUMINUM ANGLE, TYP. ATTACHED TO RAILS USING (2) Y." TH RU BOLT W/ NUT AND 1.0 OD WASHER SEE NOTE 3 Engineering Express® I TER-16-3146.4 3"X2'Xl/8" ALUMINUM ANGLE SHALL BE 6061-T6 AND SHALL OVERHANG 8" MAXIMUN FROM STAND RAIL PER SIDE. CONDENSER SHALL REST ON TOP OF THE STAND RAILS. CLIPS MAY NOT COINCIDE WITH RAIL BELOW, ATTACHED ANGLE USING (2) Y- THRUBOLT W/ NUT AND 1.0 OD WASHER MECHANICAL E-DOWN CLIP PER :HEDULE,SPACED T V, • • _ _ LUNi�t1.� • • STAND I -RAIL ANGLE, TYP. ATTACHED TO (BY SEPARATE • *41fiu 14ING (2) Yj Thteb1bjT CERTIFICATION) ••WAPJTAND 1.0O(OWAWER •••••• • MECHANICAL UNIT TIE-POWrN DETAIL • • (SECTION C- ') • • • • • • • • • • • • : - • • - D ]-RAIL _PARATE MECHANICAL UNIT RESTING ON STAND RAILS CERTIFICATION) SECTION A -A' TIE -DOWN CLIP PER (2) #10 SMS PER SCHEDULE, SPACED CLIP, TYP. AT 1" STAND I -RAIL RAILS USING (2) Y" THRUBOLT (1) 1/4" THRUBOLT (BY SEPARATE W/ NUT AND 1.0 OD WASHER WITH NUT AND A'ZCERTIFICATION) WASHER, PER CLIP, TYP. MECHANICAL UNIT RESTING ON STAND RAILS FRONT VIEW (SECTION B-B') ALUMINUM ANGLE, MECHANICAL UNIT RESTING ON STAND RAILS TYP. ATTACHEDTO SIDE VIEW RAILS USING (2) y,, 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. All THRUBOLT W/ NUT pieces and installation parts per Miami Tech Hurricane kit #DGACUTD36K AND 1.0 OD WASHER ENGINEERING EXPRESSO 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 3 Copyright©2018EngineeringExpress® / (954) 354-0660 ENGINEERINGEXPRESS.COM Frank L. Bennardo PE, Inc. All Rights Reserved GOODMAN SPLIT SYSTEMS Engineering Express° I TER-16-3146.4 22 GA (0.0299" MIN., Fu=SBISI MIN.) STEEL A/C HOUSING UNIT, ISOLATOR PADS BEYOND. MIN. 4 PER UNIT SECTION 4 SUPPORTING CALCULATIONS $ SUMMARY FORCES SUMMARY 1'x 22ga CONTINUOUS GALV. ASTM A653 STEEL STRAP SHALL PASS OVER UNIT TO I -BEAM ON OPPOSITE SIDE AT 3' FROM END MAX. STRAPS SHALL BE SECURELY TIGHTENED SNUG AGAINST UNIT. ANDJ (2) #14 SAE GR 2 MIN. RAIL SMS WITH WASHERS AT EACH STRAP END TO UNDERSIDE OF I -BEAM Cabinet Outside Dimensions Weight Range (Ibs) Roof Height* Exp C Roof Height* Exp D Lateral Pressure (Psf) Uplift Pressure (Psf) Max Force (Ibs) Max Overtur (Ibs-in) • Max • j"ipry a 111sl • Uplifts Force (Ibs) D (in) W (in H (in) Al 23.0 23.0 25.7 102 Ground Ground 43.0 0.0 176.5 2268.1 • t1l69 0.0 23.0 23.0 25.7 60' (SO') 25' (35') 92.6 73.1 380.0 7970.2 • • A 268.5• 23.0 23.0 25.7 120'(150') 60' (85') 106.5 84.0 437.2 9166.3 • 39�.J 9 308.6 23.0 23.0 25.7 200'(250') 115' (150') 118.3 93.4 485.6 10185.9 ! • 343.10 Bl, B2 26.0 26.0 32.5 103-131 Ground Ground 43.0 0.0 252.3 4100.3 157.7 0.0 26.0 26.0 32.5 60'(80') 25'(35') 92.6 73.1 543.2 13287.00 Sta.O• 343.1 26.0 26.0 32.5 120'(150') 60' (85') 106.5 84.0 624.9 15281.7 587.8 394. 26.0 26.0 32.5 200' (250') 115' (150') 118.3 93.4 694.2 16980.E 6 *1 438.11 C1, C2, C3, C4, CS 29.0 29.0 40.0 142-184 Ground Ground 43.0 0.0 346.4 6927.8 • l38.9• 0.0• 29.0 29.0 40.0 60' (80') 25' (35') 92.6 73.1 745.7 21102.8 727.7 426.8 • 29.0 29.0 40.0 120' (150') 60' (85') 106.5 84.0 857.9 24271.8 837.0 490.6 29.0 29.0 40.0 200'(250') 115' (150') 118.3 93.4 953.0 26968.9 930.0 545.5 D1, D2, D3, D4, D5, D6 35.5 35.5 41.8 206-306 Ground Ground 43.0 0.0 442.6 9238.8 260.2 0.0 35.5 35.5 41.8 60' (80') 25' (35') 92.E 73.1 952.8 31241.8 880.0 639.6 35.5 35.5 41.8 120' (150') 60'306.5 84.0 1096.2 35931.1 1012.1 735.1 35.5 35.5 41.8 200' (25o') 115' (150') 118.3 93.4 1217.6 39926.E 1124.7 817.4 Note: Calculations performed according to the information provided by the client. PANEL INTEGRITY SUMMARY Cabinet Roof* Height Ex C Roof* Height Ex D Horizontal Strapping Required Cabinet Roof* Height Ex C Roof* Height Ex D Horizontal Strapping Required Al 60' (80') 25' (35') No B1 60' (80') 25' (35') No 120'(150') IS&(85') No 120'(150') 60'(85') No 200' (250') 115'(150') No 200'(250') 115'(150') No B2 60' (80') 25' (35') No C1 60' (80') 25' (35') No 120'(150') 60' (85') No 120' (150') 60' (85') No 200'(250') 115'(150') No 200'(250' 115' 150') No C2 60' (80') 25' (35') No C3 60' (80') 25' (35') No 120'(150') 60' (85') No 120'(150') 60' (85') No 200' (250') 115' (150') No 200'(250') 115'(150') No C4 60' (80') 25' (35') No CS 60' (80') 25' (35') No 120'(150') 60' (85') No 120'(150') 60' (85') No 200'(250') 115'(150') No 2W(250') 115'(150') No DI 60' (80') 25' (35') No D2 60' (80') 25' (35') No 120'(150') 60' (85') No 120'(150') 60' (85') No 200'(250') 115'(150') No 200'(250') 115'(150') No D3 60' (80') 25' (35') No D4 69 (80') 25' (35') No 120'(150') 60' (85') No 120'(150') 60' (85') No 200' (250') 115'(150') No 200' (25Y) 115' (150') No DS 60' (80') 25' (35') No D6 60' (80') 25' (35') No 120'(150') 60' (85') No 120' (150') 60' (85') No 200'(250') 115' (150') No 200'(250') 115'(150') No • • • ENGINEERING EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 4 954 354-0660ENGINEERINGEXPRESS.COM Copyright©2018EngineeringExpress© Frank L. Bennardo PE, Inc. All Rights Reserved GOODMAN SPLIT SYSTEMS Engineering Express° I TER-16-3146.4 CABINETS 8, DIMENSIONS Goodman Model No. W / D (in.) H (in) Cabinet GSX130181 23.00 25.75 Al GSX130241 26.00 27.50 B1 GSX130301 26.00 27.50 61 GSX130361 26.00 27.50 B1 GSX130421 29.00 36.25 C3 GSX130481 29.00 36.25 C3 GSX130601 29.00 40.00 C6 GSX130611 35.50 38.25 D5 GSX140181 26.00 27.50 B1 GSX140191 26.00 27.50 B1 GSX140241 26.00 27.50 61 GSX140251 26.00 32.50 B2 GSX140301 29.00 32.50 C2 GSX140311 29.00 32.50 C2 GSX140361 29.00 32,50 C2 GSX140371 29.00 32.50 C2 GSX140421 29.00 36.25 C3 GSX140431 29.00 36.25 C3 GSX140481 35.50 36.25 D1 GSX140601 35.50 38.25 D5 GSX16*181A* 29.00 32.00 C2 GSX16*241A* 29.00 32.00 C2 GSX16*301A* 29.00 35.75 C3 GSX16*361A* 29.00 39.50 D6 GSX16*421A* 35.50 35.75 D1 GSX16*481A* 35.50 39.50 D6 DSXC160241 29.00 32.25 C2 DSXC160361 29.00 38.25 C2 DSXC160481 35.50 36.25 D1 DSXC160601 35.50 38.25 D3 GSX160181 29.00 32.25 C2 GSX160241 29.00 32.25 C2 GSX160301 29.00 36.25 C3 GSX160361 29.00 38.25 C6 GSX160421 35.50 36.25 D1 GSX160481 35.50 36.25 D3 GSX160601 35.50 38.25 D5 GSX160611 35.50 38.25 D5 GSXC160241 29.25 32.50 C2 GSXC160361 35.75 36.50 D1 GSXC160481 35.75 37.00 D3 GSXC160601 35.75 42.25 D6 GSXC180241 35.75 40.00 D6 GSXC180361 35.75 40.00 D6 GSXC180481 1 35.75 42.25 D6 GSXC180601 35.75 42.25 D6 Goodman Model No. W / D (in.) H (in) Cabinet GSX160311A 29.00 38.25 C3 GSX160371A 35.50 36.25 D1 DSXC180361 35.50 38.25 D3 DSXC180481 35.50 38.25 D3 DSXC180601 35.50 38.25 D3 GSZ140181 29.00 34.50 C1 GSZ140241 29.00 34.50 C1 GSZ140301 29.00 36.25 C5 GSZ140361 29.00 36.25 C5 GSZ140421 35.50 39.75 D6 GSZ140481 29.00 36.25 C5 GSZ140491 35.50 34.50 D2 GSZ140601 35.50 34.50 D2 VSZ140181 29.00 34.50 C1 VSZ140241 29.00 34.50 C1 VSZ140301 29.00 36.25 C5 VSZ140361 29.00 36.25 C5 VSZ140421 35.50 39.75 D6 VSZ140481 29.00 36.25 C5 VSZ140491 35.50 34.50 D2 VSZ140601 35.50 34.50 D2 VSX140181 26.00 27,50 B1 VSX140191 26.00 27.50 B1 VSX140241 26.00 27.50 B1 VSX140251 26.00 27.50 61 VSX140301 29.00 32.50 C1 VSX140311 29.00 32.50 C1 VSX140361 29.00 32.50 C1 VSX140371 29.00 32.50 C1 VSX140421 29.00 36.25 C2 VSX140431 29,00 1 36.25 1 C2 VSX140481 35.50 1 36.25 1D1 Goodman Model No. W / D (in.) H (in) Cabinet VSX140601 35.50 38.25 D2 GSZ160181 29.00 36.38 C5 GSZ160241 35.50 34.63 D2 GSZ160301 35.50 34.63 D2 GSZ160361 35.50 40.00 D6 GSZ160421 29.00 36.38 C5 GSZ160481 35.50 34.63 D2 GSZ160601 35.50 40.00 D6 GSZC160241 35.50 34.63 D2 GSZC160361 35.50 00 D6 GSZC46048-L 35.5d` ^ GSZCti t1 35.51[1_40.110 D6 GSZC 35.50 D6 GSZQJaWbJ 35.50 4.63 D3 GSZCldQ4Bl 35.5 40.00 "a** GSZCM 35.5 • M@11.SO D6 DSZC 29.00 38.25 64• DSZQQftl 35.55 25 13 DSZ 35.50 8.25 D3 + DSZ 606t1 • 35.5 3 .25 D3 + DSZQ80361 35.5 • 88.25 D3 D S Z Cg Q4*81• 35.50 38.25 000+0+ DSZC180601 35.5E I 38.t5 D3 GSZ14019 29.00 34.50 C1 GSZ14025 29.00 34.50 C1 GSZ14031 35.50 34.63 D2 GSZ14037 35.50 40.00 D6 Note: The model numbers on this page may be followed by up to two (2) alphanumeric characters. Those characters will not affect the structural performance, since they refer to minor/major changes not related to the cabinet structure. LIMITATIONS & CONDITIONS OF USE: Note: Illustration selected for dimensional purposes 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. All of the wind resisting exterior panels, individually meet or exceed their capacity to resist the design wind loads as staled in the calculations as required by the FBC. 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 ! (954) 354-0660 ENGINEERINGEXPRESS.COM Copyright©2018 Engineering Express® / Frank L. Bennardo PE, Inc. All Rights Reserved M = I roT. =-0 C ROM I q 9 IM'. AHRI Certified Reference Number: 201299487 Date : 07-10-2019 Model ctiva- a k' Old AHRI Reference Number: 7984223� AHRI Type: RCU-A-CB a T f 1 L O Series: GSX16 b k . "'� Outdoor Unit Brand Name: GOODMAN Outdoor Unit Model Number (Condenser or Single Package) : GSX160601 F" Indoor Unit Model Number (Evaporator and/or Air Handler) : ASPT61 D14A"" `tea K011 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, NC, 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 raglVs •' • • "• until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed in region(sl for • • • • t which they meet the regional efficiency requirement. • • • • • • • The manufacturer of this GOODMAN product is responsible for the rating of this system combination. •.... ; •' • • • • �' s •••••• •••• • •i ••• Unitary Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performance R a tii n% of • Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, indepenpent,Rhiid parry jesting; • • • •" Cooling Capacity (A2) - Single or High Stage (95F), btuh : 54000 ' •_ • • SEER:16.00 JU�� ••:••' ' • V EER (A2) - Single or High Stage (95F) : 13.00 -- -- -- --` — - t"Active" Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale; OR new models that are being marketed but are not yet being produced."Production Stopped" Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratings that are accompanied by WAS indicate an involuntary re -rate. The new published rating is shown alona with the previous (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.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, s 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 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. U2019Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 132072485047204146 ENGINEERING Technical Evaluation Report EXPPESS @ DIVISION: 23 08 00—COMMISSIONING OF HVAC E.x.P.E.R.T. (Engineering Express Product Evaluation Report) THIS DOCUMENT CONTAINS (5) PAGES: THE FIRST PAGE MUST BEAR AN 160 SW 12TH AVE SUITE 106, DEERFIELD BEACH, FL 33442 ORIGINAL SIGNATURE & SEAL OF THE CERTIFYING PE TO BE VALID FOR USE (954) 354-0660 1 ENGINEERINGExPRESS.COM (Issued February 1, 2018 Subject to Renew August 1, 2019) (or next code cycle change) -VALUATiON• • TER-16-3146.4 REPORT HOLDER: GOODMAN MANUFACTURING COMPANY, L.P. 5151 SAN FELIPE STREET Lo HOUSTON, TX 77056, USA 877-254-4729 1 GOODMANMFG.COM 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 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. Florida Building Code Sixth Edition (2017) NOTE: GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFL'RMA.PPEARANCE UNIT CASING MATERIAL: • �t•,} • • •. •. •... 26ga galvanized sheet steel ASTTvl 0;1 CS cold, *Wllecl steels for 4cle covers. 22ga galvanized sheet $j(�eji aTM A653 c81gOr oiled tg%l f2r bottom base pan. 20ga galvanized sheet steel ASTM A653 cod roMf steel for top panel. Removable top $oslde covers secured witf441,QJZ sheet metal screws. 0000 • • • • Knockouts provided for utility & conirWricennectior-10 0 • • 00000 INSTALLATION: • • • • Shall follow manufacturer speclTicat ons as weii •as the info'rmat provided herein. •"••• • • 000000 STRUCTURAL PERFORMANCE; . ;•••'• . • Models referenced herein are sul%i;tto the follo�wing.d•esign lirrAttill"� ASCE-710 Exposure Categories C & D • • • Up to and including 175mph (Vult) for up to See Pabg2'MRH**. HVHZ*** Up to and including 170mph (Vult) for up to See Page 2 MRH**. HVHZ*** Up to 200mph (Vult) for up to 56' MRH**. Non-HVHZ*** EXP C Ground or Roof Application per installation instructions **Mean Roof Height ***High Velocity Hurricane Zone Maximum Rated Wind Pressure: 119psf Lateral 93psf Uplift (ASD) Site specific wind analysis may produce alternate limitations provided maximum rated wind pressure is not exceeded. ORIGINAL SIGNATURE AND RAISED SEAL OR DIGIT BE VALID PER CODE: i-eD Frank L. Bennardo, P.E., SECB ❑ Signed by If Checked: ENGINEERING EXPRESS® Gordon DiBattisto, PE FL PE #0046549 FLCA #9885 FL PE #82328 NOTICE: IF THIS PAGE DOES NOT CONTAIN AN ORIGINAL SIGNATURE & ENGINEER SEAL: IF THERE IS A DIGITAL SIGNATURE ON PAGE 1, THIS DOCUMENT IS PART OF A DIGITALLY SIGNED FILE, SHALL REMAIN IN DIGITAL FORMAT & PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. IF THERE IS NO DIGITAL SIGNATURE ON PAGE 1 OR THIS PAGE DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL, THIS DOCUMENT 15 A COPY/DRAFT. Copyright) 2018 Engineering Express® / Frank L. Bennardo PE, Inc. All Rights Reserved The FBC 17 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 Expresso is regularly engaged in conducting and providing engineering evaluations of single -element and full-scale building systems tests. GOODMAN SPLIT SYSTEMS Engineering Express° I TER-16-3146.4 SECTION 2 PRODUCT INSTALLATION Condenso Roof or ground structure / subst (concrete, steel, schedule below) TIE -DOWN STRAP & CLIP SCHEDULE vn clips. See )elow for rations Cabinet Roof Height* rXPC Roof Height* UP Tie -down Straps Strap WLL (Ibs) Tie -down Clips per Side Al Ground Ground 0 NA 1 60' 80' 25' 35' 0 NA 4 12C (1501 60 (85) 0 300 200 (250') 115 (150') 0 4D0 Bl, 62 Ground Ground 0 NA 1 60' (W') 25' (35') 0 400 4 12C (150) 60 (ffi') 2 400 200 (250') 115' (150') 2 400 Cl, C2, C3, C4, CS Ground Ground 0 NA 1 60' 80' 25' 35' 2 400 4 120 150' 61Y 85' 2 Soo 200 250' 115' 150' 2 600 Dl, D2, D3, D4, D5, D6 Ground Ground 0 NA 1 60' (80') 25(35') 2 600 4 120 (1509 60 (85') 1 2 600 20C (250') 1115 (150') 1 2 1 600 ANCHOR TO HOST STRUCTURE SCHEDULE Cabinet Roof Height* Exp C Roof Height* Exp D Anchor Type Concrete 3,000 Psi 1/8" Min A36 Steel 1/8" Min 6061-T6 Alum Ground Ground A N/A N/A 60' 80' 25 35' N/A B B Al 120' 150' 60 85 N/A B B 200' 250' 115 150 N/A B B Ground Ground A N/A N/A 60' 80' 25 35 N/A B B Bl, B2 120' 150' 60 (85') N/A B B 200' 250' 115 150 N A B B Ground Ground A N/A N/A C1, C2, C3, 160' 80' N/A B B C4, CS 120' 150' N A B B 200' 250' N/A B B Ground Ground A N/A N A Dl, D2, D3, 60' 80' N/A B B D4, D5, D6 120' 150' N A B B 200' 250' N/A B B 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" wide and any length 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 1/2" SS 410 self -drilling screw to fasten clip to unit base pan2 fife -down Strap & Clip Sr•hedule TaIN%for clip amount.* • • • ti gftaoe kit #gQJCUID36K • • • • • • Tie -down Strap & Clip Type: (for roof aplNisAiotits) • • • •••• • • • • Working Load Limit (WILL) is strap's man8facture P- speci"4IAP9trap. A • • • • • minimum strap width of 1" is required for aR cabinets. • • Clips heights shall be adequate to fit SMS %:MIT;ase par) MACM.•Verify hdiglft• • on site. • • • • 0000 • • • • • • Clips should be placed at center on each.5d;.,p94 equally spared, for ground • • mounted condition. • • • • See details in page 3, for roof mounted condition.*; . • • ; . • • • • • • 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: (Vertical Strapoing) 1. Tie -down straps shall be wrapped around unit and roof stand rail, and shall be tightened using the buckle. Provide two straps per unit. 2. Strap material shall be either high strength webbing and shall be compliant for exterior grade use if they contain plastic components, per FBC chapter 26. Or 1" wide 22ga ASTM A653 steel strap secured with (2) #14 SS sms to the bottom of the stand rail. 3. For 200 MPH Non-HVHZ, use (2) metal straps, up to 56' MRH Exposure C. Anchor Types to Host Structure: A. — 114" ELCO ULTRACON SS4 Anchor embedded 3" in 3,000 psi concrete. 2 1/2" from edge minimum. 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)3540660ENGINEERINGEXPRESS.COM Copyright ©2018Engineering Express® / Frank L. Bennardo PE, Inc. All Rights Reserved GOODMAN SPLIT SYSTEMS Engineering Express® I TER-16-3146.4 STRAP AND CLIP LAYOUT ROOF INSTALLATIONS UNIT DEPTH }--STAND SPREAD MECHANICAL UNIT ROOF MOUNTED PLAN VIEW TIE -DOWN CLIP PER SCHEDULE, SPACED AT 1" MECHANICAL UNIT NOTES: 1. 3"X2"Xi/8" ALUMINUM ANGLE SHALL BE 6061-T6 AND SHALL OVERHANG 8" MAXIMUN FROM STAND RAIL PER SIDE. 2. CONDENSER SHALL REST ON TOP OF THE STAND RAILS. 3. CLIPS MAY NOT COINCIDE WITH RAIL BELOW, ATTACHED ANGLE USING (2) Y..- THRUBOLT W/ NUT AND 1.0 OD WASHER MECHANICAL (2) #10 SM CLIP, TYP. TRAP iEDULE A -A' 3"X2"XS/8" ALUMINUM ANGLE, TYP. ATTACHED TO RAILS USING (2) W THRUBOLT W/ NUT AND 1.0 OD WASHER SEE NOTE 3 IE-DOWN CLIP PER CHEDULE,SPACED T 1" •••• �LUWINUM • STAND I -RAIL Arj&F• TYP. ATTA1H16-rO (BYSEPARATE • ftAILStSING(2) 9.-MRUB�LT CERTIFICATION) ilt1T AND 1.0 OD WA♦ WR • MECHANICAL UNIT TIE160VA DETAIL • (SECTIONC.C't••• �•••�• •••••• •••• •••••• MECHANICA= UNIT • JL �\STAND I -RAIL (BYSEPARATE MECHANICAL UNIT RESTING ON STAND RAILS CERTIFICATION) SECTION A -A' TIE -DOWN CLIP PER (2)#105MSPER SCHEDULE, SPACED CLIP, TYP. AT 1" STAND I -RAIL RAILS USING (2) W THRUBOLT (1) 1/4" THRUBOLT (BYSEPARATE W/ NUT AND 1.0 OD WASHER WITH NUT AND ,,-'CERTIFICATION) WASHER, PER CLIP, TYP. MECHANICAL UNIT RESTING ON STAND RAILS FRONT VIEW (SECTION B-B') ALUMINUMANGLE, MECHANICAL UNIT RESTING ON STAND RAILS TYP. ATTACHED TO SIDE VIEW RAILS USING (2)'/." 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. All THRUBOLT W/ NUT pieces and installation parts per Miami Tech Hurricane kit #DGACUTD36K AND 1.0 OD WASHER ENGINEERING EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 3 (954)354-0660ENGINEERING EXPRESS.COM Copyright©2018EngineeringExpressO / Frank L. Bennardo PE, Inc. All Rights Reserved GOODMAN SPLIT SYSTEMS Engineering Express® I TER-16-3146.4 22 GA (0,0299- MIN Fu=SS SI MIN.) STEE A(C HOUSING UNI ISOLATOR PADS BEYOND. MIN. 4 PER UNIT SECTION 4 SUPPORTING CALCULATIONS & SUMMARY FORCES SUMMARY 1'x 229e CONTINUOUS GALV. ASTM A653 STEEL STRAP SHALL PASS OVER UNIT TO I -BEAM ON OPPOSITE SIDE AT 3' FROM END MAX. STRAPS SHALL BE SECURELY 17GHTENED SNUG AGAINST UNIT. RL SM WITH SAE AS 2 MIN- SMS WITH WASHERS AT EACH STRAP END TO UNDERSIDE OF I -BEAM Cabinet Outside Dimensions Weight Range (Ibs) Roof Height* ExpC Roof Height* ExpD 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 Ground 43.0 0.0 176.5 2268.1 98.6 0.0 • 23.0 23.0 25.7 60' (80') 25' (35') 92.6 73.1 380.0 7970.20 34r&.5 268.5• 23.0 23.0 25.7 120' (150') 60' (85') 106.5 84.0 4371 9166.30 Ali.t 308 23.0 23.0 25.7 200' (250') 115' (150') 118.3 93A 485.6 10185.9 442.9 343.1 81, B2 26.0 26.0 32.5 103-131 Ground Ground 43.0 0.0 252.3 4100.3 167.7 0.0 26.0 26.0 32.5 60' (80') 25' (35') 92.6 73.1 543.2 13287.0 511.0 343.1 26.0 26.0 32.5 120' (150') 60' (85') 106.5 84.0 624.9 15281. •S� 394 26.0 26.0 32.5 200' (250') 115'(150') 118.3 93.4 694.2 16980.61•959.1 438t C1, C2, C3, C4, CS 29.0 29.0 40.0 142-184 Ground Ground 43.0 0.0 346.4 6927.80 931B&.b 0.0 • 29.0 29.0 40.0 60' (80') 25' (35') 92.6 73.1 745.7 21102.>y ;22.7 426.8• 29.0 29.0 40.0 120' (150') 60' (85') 106.5 84.0 857.9 24271. 490.6 29.0 29.0 40.0 200'(250') 115'(150') 118.3 93.4 953.0 26968.90 .030.E 545.5 D1, D2, D3, D4, D5, D6 35.5 35.5 41.8 206-306 Ground Ground 43.0 0.0 442.6 9238.8 260.2 04 • 35.5 35.5 41.8 60' (80') 25' (35') 92.6 73.1 952.8 31241.WTQ 63 . 35.5 35.5 41.8 120' (150') 60' (85') 106.5 84.0 1096.2 35931.1 40 01012Z 73501 35.5 1 35.5 41.8 200' (250') 115' (150') 118.3 93.4 1217.6 39926.6 1124.7 817.40 Note: Calculations performed according to the information provided by the client. PANEL INTEGRITY SUMMARY Cabinet Roof* Height Exp C Roof* Height Exp D Horizontal Strapping Required Cabinet Roof* Height Exp C Roof* Height Exp D Horizontal Strapping Required Al 60' (80) 25' (35) No 83 60' (80') 25' (35') No 120' (150') 60' (85') No 120' (150') 60' (85') No 200' (250') 115'(150') No 200'(250') 115' (150') No B2 60' (80') 25' (35') No Cl 60' (80') 25' (35') No 120' (150') 1 60' (85') No 120' (150') 60' (85') No 200'(250') 115'(150') No 200'(250') 115'(150') No C2 60' (80') 25' (35') No C3 60' (80') 25' (35') No 120' (150) 60' (85') No 120' (150') 60' (85') No- 200'(250') 115' (150') No 200'(250') 115'(150') No C4 60' (80') 25' (35') No CS 60' (80') 25 (35') No 120' (150') 6Y (85') No 120' (150') 60' (85') No 200'(250') 115'(150') No 200'(25U) 115(15U) No D3 60' (80') 25' (35') No D2 60' (80') 25' (35') No 120' (150') 60' (85') No 12Y (150') 60' (85') No 200'(250') 115' (150') No 200'(250') 115'(150') No D3 60' (80') 25' (35') No D4 60' (80') 25' (35') No 120' (150') 60' (85') No 120' (150') 60' (85') No 200' (250') 115'(150') No 20V (250') 115'(150') No DS 60' (80') 25' (35') No D6 60(80') 25' (35') No 120' (150') 60' (85') No 120' (150') 60' (85') No 200' (250') 115' (150') No 200' (250') 115'(150') No ENGINEERING EXPRESSO 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 4 (954) 354-0660 ENGINEERINGEXPRESS.COM Copyright © 2018 Engineering Express® I Frank L. Bernardo PE, Inc. All Rights Reserved GOODMAN SPLIT SYSTEMS Engineering Express° I TER-16-3146.4 CABINETS & DIMENSIONS Goodman Model No. W / D (in.) H (in) Cabinet GSX130181 23.00 25.75 Al GSX130241 26.00 27.50 B1 GSX130301 26.00 27.50 81 GSX130361 1 26.00 27.50 1 1311 GSX130421 29.00 36.25 C3 GSX130481 29.00 36.25 C3 GSX130601 29.00 40.00 C6 GSX130611 35.50 38.25 D5 GSX140181 26.00 27.50 B1 GSX140191 26.00 27.50 131 GSX140241 26.00 27.50 81 GSX140251 26.00 32.50 B2 GSX140301 29.00 32.50 C2 GSX140311 29.00 32.50 C2 GSX140361 29.00 32.50 C2 GSX140371 29.00 32.50 C2 GSX140421 29.00 36.25 C3 GSX140431 29.00 36.25 C3 GSX140481 35.50 36.25 D1 GSX140601 35.50 38.25 D5 GSX16*181A* 29.00 32.00 C2 GSX16*241A* 29.00 32.00 C2 GSX16*301A* 29.00 35.75 C3 GSX16*361A* 29.00 39.50 D6 GSX16*421A* 35.50 35.75 D1 GSX16*481A* 35.50 39.50 D6 DSXC160241 29.00 32.25 C2 DSXC160361 29.00 38.25 C2 DSXC160481 35.50 36.25 D1 DSXC160601 35.50 38.25 D3 GSX160181 29.00 32.25 C2 GSX160241 29.00 32.25 C2 GSX160301 29.00 36.25 C3 GSX160361 29.00 38.25 C6 GSX160421 35.50 36.25 D1 GSX160481 35.50 36.25 D3 GSX160601 35.50 38.25 D5 GSX160611 35.50 38.25 D5 GSXC160241 29.25 32.50 C2 GSXC160361 35.75 36.50 D1 GSXC160481 35.75 37.00 D3 GSXC160601 35.75 42.25 D6 GSXC180241 35.75 40.00 D6 GSXC180361 35.75 40.00 D6 GSXC180481 35.75 42.25 D6 GSXCI80601 35.75 42.25 D6 Goodman Model No. W / D (in.) H (in) Cabinet GSX160311A 29.00 38.25 C3 GSX160371A 35.50 36.25 D1 DSXC180361 35.50 38.25 D3 DSXC180481 35.50 38.25 D3 DSXC180601 35.56 38.25 D3 GSZ140181 29.00 34.50 C1 GSZ140241 29.00 34.50 C1 GSZ140301 29.00 36.25 C5 GSZ140361 29.00 36.25 C5 GSZ140421 35.50 39.75 D6 GSZ140481 29.00 36.25 C5 GSZ140491 35.50 34.50 D2 GSZ140601 35.50 34.50 D2 VSZ140181 29.00 34.50 C1 VSZ140241 29.00 34.50 C1 VSZ140301 29.00 36.25 C5 VSZ140361 29.00 36.25 C5 VSZ140421 35.50 39.75 D6 VSZ140481 29.00 36.25 C5 VSZ140491 35.50 34.50 D2 VSZ140601 35.50 34.50 D2 VSX140181 26.00 27.50 B1 VSX140191 26.00 27.50 B1 VSX140241 26.00 27.50 81 VSX140251 26.00 27.50 B1 VSX140301 29.00 32.50 C1 VSX140311 29.00 32.50 C1 VSX140361 29.00 32.50 C1 VSX140371 29.00 32.50 C1 VSX140421 29.00 36.25 C2 VSX140431 29.00 36.25 C2 VSX140481 35.50 36.25 D1 Goodman Model No. W I D (in.) H (in) Cabinet VSX140601 35.50 38.25 D2 GSZ160181 29.00 36.38 C5 GSZ160241 35.50 34.63 D2 GSZ160301 35.50 34.63 D2 GSZ160361 35.50 40.00 D6 GSZ160421 29.00 36.38 C5 GSZ160481 35.50 34.63 D2 GSZ160601 35.50 40.00 D6 GSZC160241 35.50 34.63 D2 GSZC160361 35.50 40.00 D6 GSZC160481 35.50 34.63 D2 GSZC160601 35.50 40.00 D6 GSZC180241 36.50 40.00 D6 GSZC180361 35.50 34.63 D3 GSZC180481 35.5 0.00 D6 GSZC,1806Ql 35. (T.00 3 25 C4 • DSZC 4 29." DSZ 35.50 !IC25 • DSZ 35.50 38.25 D3 DSZCWQ1 35. 0 a8.25 • tl • • DSZC ? 35. • •SS!25 OQZO- DSZ 35.51 J8.25 DSZ 9b ? 35. 8125 GSZ14019 29.00 34.50 C1 • GSZ44025 • 29. 0 a4.50 • GSZ14031 35. • •W4!63 I D2 GSZ64037 •-1 35.50 40.00 1 •Ob • • • • • Note: The model numbers on this page may be followed by up to two (2) alphanumeric characters. Those characters will not affect the structural performance, since they refer to minorlmajor changes not related to the cabinet structure. LIMITATIONS & CONDITIONS OF USE: Note: Illustration selected for dimensional purposes 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. All of the wind resisting exterior panels, individually meet or exceed their capacity to resist the design wind loads as slated in the calculations as required by the FBC. 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! M Copyright©2018EngineeringExpress@ / (954)354-0660ENGINEERINGEXPRESS.00 Frank L. Bennardo PE, Inc. All Rights Reserved