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MC-16-3158 Permit No. M -11-16-3158 �s °REs y Miami Shores Village Permit Type:Mechanical-Residential 10050 N.E.2nd NE 2d A 'Per � ' Work Ciassificallon:A1C Replacement Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 Issue Date: 11/22/2016 r Expiration: 05/21/2017 Project Address Parcel Number Applicant 953 NE 91 Terrace 1132060030040 Miami Shores, FL 33138- Block: Lot: S ANTHONY MARTIN Owner Information Address Phone Cell S ANTHONY MARTIN 953 NE 91 TERR (305)751-8379 MIAMI SHORES FL 33138-3219 Contractor(s) Phone Cell Phone Valuation: $ 7,800.00 UNITED BREEZE CORP (305)262-2530 Total Sq Feet: 0 Tons:5 Available Inspections: Additional Info:A/C CHANGE OUT 5 TON PACKAGE UNIT I Inspection Type: Classification:Residential Final Approved: In Review Review Mechanical Comments: Date Approved:: In Review Date Denied: Type of Work:A/C CHANGE OUT 5 TON PACKAGE Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.60 Invoice# MC-11-16-62109 DBPR Fee $4.10 DCA Fee $4.10 11/22/2016 Credit Card $253.00 $50.00 Education Surcharge $1.60 11/17/2016 Credit Card $50.00 $0.00 Permit Fee $273.00 Scanning Fee $9.00 Technology Fee $6.40 Total: $303.00 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 abov med contractor to do the work stated. November 22, 2016 Authorized Signature:Owner / Applicant / Contractor / A nt Date Building Department Copy November 22, 2016 1 Miami Shores Village "-- � Building Department N0V 17 016 ,,,1 �. 1E}4,l5t?;I�,+:E.2�Ave,�xare,.M;�mwSl�aa�es, 1=1oFiWa�_3323& ;Z' Tel:(305)795-2204 Fax:(3050<756 8972 WSPECTI'EMLINEPNONENUIVIBER:•(305)=762=4949 FBC 20144 BUILDING Master Permit No. M C K10-3 I y` s - PERMIT APPLICATION Sub Permit No. 7°BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION [:]�EXTENSION RENEWAL ❑PLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP /�/ CONTRACTOR DRAWINGS JOB ADDRESS: x 53 � v '� I� T-err City: Maori Siwes County: Miagtti Dade Zip: 1.616 Folio ftrcel#: ��--3�D(-�0.3�D� Is the,B.WldiagHistorically Designated:,Yes NO x Occupancy Type: Load: Construction Type: Flood Zone:L BFE: FFE: OWNER: Name(Fee Simple Titleholder): r 4/ 6/9 one#4% —1--5/� Address: ! /v -j�5 191 'Clty: 1,Rln/. �� State: Zip: -:55 Tenantt-Lessee Name: Phone#: Email: CONTRACTOR:Company}Name: Address: ��� / /y 9) 1?1�2 L- City- Stater- zr�— Zip: QPalifier-Name:. /� (�/� Ph�rj�#:°_ —L�-��3� State Certification or Registration MalIK1,/1-7�0 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: p City: State: Zip: V ve o#,lNox�C orches Pe�rmi#:S 7d '60 Squatre/l ear Footage.af,Wq'k: Typeof wait. ❑ Addi'tion ❑_ Alt raivan ❑ New Y,/Re{)arr/Replace ❑ Demolition Description of Work: Specify color of color thxu tile: S�ebmidtaKFee Permit Fee, 3 • CCF COhCc$- Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ X R,ev is,-W2/24/2014j Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name W,a tiicab�.e11L Kortgage Lender's AddF,ess 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 xnust.be secured.far ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNIEWS ATFMAVIT: 1 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 TC-06TAIM FINANCINGf,CONS LT W(rH YOUR LI=NDEN ORAN'ATTORNEY BEFORE REC IAbING. 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. 06 Signature Signature_ C € OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged acknowledged before me this The foregoing instrument was acknowledged before me this day of �10 V 20 �& by n��, day of��/t/�Q� /� ,20 f 1p by whoispersonally known to. cT�i�lE / -U//'/?who.is personall(-known ta, me or wkro has produced I� {��l)35+l`�t- Ll.l`�- as mei or wha has produced identification and who did take an oath. (0-6t -c) identification and who did take an oath. m. NOTARY PUBLIC: NOTARY PUBLIC: Sign:_ _ l)�)1�IY�/(�/'►�-{ l�'�� -53g;,; Print: Print: Z-1 r� Seat: �•� SUSANNE M.HERNANDEZ Seal: z z ��� MY COMMISSION#FF139986 =o`er °� _ GREIDY MARTINEZ g EXPIRES:JUL 08,2018 =N MY COMMISSION#FF153840 3 o w M C0Bonded through 1st State Insurance ' EXPIRES August 24,2018 00 No ############################## ### APPROVE0B #### 1a� Y �I ,Examiner F Zoning Structural Review Clerk (Revised02/24/2014) ,5t!oBEs Miami Shores Village Building Department N,� J_ ,,,,,� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: 305 795.2204 CORtD�' 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-.owndata sheet.Multiple,units o.n single sheets are,not acceptable. lob Address f where the work4s beW Ilam) ��3 �'� �� /•�/�/ 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_I5REQUIRED WITH ALL SUE MITALS AH RI DATA SHEET REQUI RED; Change disconnecting means:YES❑ NO dARHI Sheet Attached:YES NO ❑ Contract Attached:YES UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER AH'J,or PKG.'UNi T MODEL# C y �COND. UNIT AIIODEI,.# — 9D cdp C91 I KW HE-AT Y1 NOM TONS TQM15 AHU —CU PKG 2jq.2 1) M.C.A AHU —CU — PKG AHU —CU PKG CQ 2)M.O.P AHU — CU — PKG (017 AHU —CU —PKG akb-0 3)VOLTS AHU — CU PKG PKG URT I / PKG UNIT / EEIISEER Y S N REPLACING,DOCTS• YES NO REPLACING THERMOSTAT _ YES NO YES NO NEW 4"CONCRETE SLAB YES NO YES N NEW ROOF STAND YES NO YES NEW RETURN PLENUM BOX I YES O 1. Minimum Circuit Artipacity(Wine Size): 2. Maximum OvercurreTit-Prritection`(fuse/BTeakeT Size) (oa 3. Voltage of Circuit(208/240/480): -?—J4 1D 4. Size Disconnecting Means:// ,, __ _ Contractor's Company Name: C�1(4erJ 2r _ z e Phone: State Certificate or Registratio :.CACIC, ( 7?,ZZCertificate of Competency Not Signature Date:.--ZZ d� (Qualifier's signature) (Revised02/24/2014) 6979 N.W. 82nd Avenue, Miami, Florida 33166 United Phone: 305-262-2530 • Fax: 305-262-2532 Date: ( Ldk(o Breeze ww1-EE8-499-0385 w.unitedbreeze.com Invoice#: l 4 o iz Air Conditioning• Commercial&Residential AGREEMENT Lic.&Ins.:CAC1817220 To: E-mail: Street: Home Phone: Cell: Work: city Zip: Fax: We hereby submit specifications and estimates for:X in boxes=yes ❑Vertical A/H/Closet ❑Water Cooled Unit ❑Package Unit Mobile Home ❑Add New Supply Duct(See Plans) ❑Garage A/H ❑Condenser on Ground ❑Package Unit on Ground ❑Add New Return Duct(See Plans) ❑Attic A/H/Ceiling Mount ❑Condenser on Roof ❑Package Unit on Roof ❑Reconnect to Existing Ductwork ❑New A/H Support Bracket ❑Condenser Wall Bracket ❑Package Unit on Wall Bracket ❑UV-Light Ll New Aluminum A/H Stand New Concrete Slab g ❑New Refrigerant Lines ❑Balance Air Flow ❑Filter Rack ❑Hurricane Strap to Code ❑Reconnect to Existing Lines ❑Return Air Type RH_RHF_ ❑New A/H Platform(Wood Box) ❑Vibration Pads ❑Liquid Line Size ❑New Return Grill ❑Insulate Return Air Base ❑New Roof Stand ❑Suction Line Size Ll New 3/4 Plywood Base Top ❑Seal Roof Stand LI Replace All Supply Air Riser(Plenum) ❑Insulate Suction Line(Armaflex) Ll Drop Cloths Used ❑Smoke Detector to Code ❑New Steel Wall Bracket ❑New Drain Line ❑New Emergency Drain Pan ❑Crane Service g y Ll Unit on Existing Mount El Drain Line(Armafiex) ❑Permit Included � ❑Reconnect Heat Recovery C3 New Float Switch �Oeconnect to Existing Drain Line ❑Permit Not Included i1 .New Thermostat H✓,V_ ❑System Start Up and Test Reconnect to Existing Electrical ❑Remove Old Equipment from Premises ❑New Humidistat ❑NewAMP Disconnect at A/H ❑Line Cover El New De-Humidistat Ll Duct Cleaning ❑NewAMP Disconnect at condenser New Duct System(See Plans) ❑Duct Sanitizing ❑Condensate Pump 110_220_ ❑Whip ❑Box of Filters ❑Condenser Cage Electric Permit Not Included. See Electrical Contractor. EXISTING CONDITIONS MAKE MODEL DIMENSIONS(H x W x D) Condenser HSF1 Air Handler OPTION#1 OPTION#2 OPTION#3 (Initials) (Initials) (Initials) MANUFACTURER TONNAGE c] rtn S.E.E.R. CONDENSER UNIT AIR HANDLER UNIT HEATER PACKAGE UNIT PRICE YEARS OF WARRANTY Labor �= sj•P(3,( S Parts Y C). ( `) Compressor TO BE INSTALLED: DATE: ❑ A.M. ❑ P.M. RECOMENDATIONS/NOTES _)u o� 1 cam, 6•�.� �: . i p TYPE OF PAYMENT _ t Job Price: $ -I soo ❑ Check No. Name on Check: ABA Routing: FPL Discount: $ taxa..$ Check Account No. Job Total: $ 'fl ❑ Credit Card No. Exp.Date: CW: Zip Code: Deposit: $ ❑ FINANCING Authorization No. ❑ CASH: Balance Due: $ jam- Service&Warranties:All equipment and materials installed by Seller shall be guaranteed by the manufacturer for the period of one year from date of installation unless otherwise specified. Labor required for replacement of defective parts of workmanship shall be furnished by Seller free of charge for a period of one year from the date of installation,unless otherwise specified above.Failure by lack of maintenance is not covered under warranty. Any alteration or deviation from the above specifications involving extra cost will be executed only upor.written order and will include an extra charge over and above this estimate. Acceptance of Proposal:The above Prices, Specifications,Terms and Conditions(Articles 1-4, Reverse Side)are satisfactory and are hereby accepted,you are authorized to do the work as specified.Then payment will be made at outlined above,Section 501.025.Florida Statutes(Consumer Protection)provides that...the buyer has the right to cancel a home solicitation sale until the midnight of the third business day after the day on which the buyer signs an agreement... Please go to manufacturers website to insure proper registration and compliance for all warranties. Z �`'� �� ��t� a mss -o Owner's Name(Print) , Date United Breeze Representative Date Article 1-Allowances Where allowances are given the Contractor will only provide for services and/or materials and/or labor up the allowances amount.The Owner is responsible for any amount of exceeding the allowance. Article -Notes and Exceptions 1. This Agreement does not include any fees imposed by any jurisdiction in obtaining permits for the construction of the named structure,nor does it include,any fees associated with processing the permits which will be reinbursed to United Breeze,Corp,a rate of$350.00 per permit. 2. Owner is solely responsible for sewer and water connections beyond the property boundaries and for all electrical power fees imposed by the local Electric Power Company,Also shall pay for all fees and deposits required by the local Water&Power Companies. 3. Owner shall pay for all Surveys needed in connection with the construction of the named structure. 4. Landscaping and Grading,Septic Tank and Drain Field,Driveways and Walkways are not part of this Agreement. 5. Repair or replacement of existing imigation system is excluded.Removal,replacement of existing fences is excluded,Removal,relocation,and replacement of existing trees'are excluded.Sod ding and Processed Topsoil are excluded,Soils/density testing is excluded. 6. Electrical fixture(Fans,lamps,etc)is not part of this Agreement.A/C units,if any,are not part of this Agree-zent. 7. Excavation of footings,pads,elevator pits,and for other trades is excluded. 8. Before commencing the work,the Owner will provide a CAD File compatible with Auto CAD 14 with:ne State Plane Coordinates for Contractor use in laying out the work and As Bunt drawings. 9. Agreement based on(1)crew mobilization at 51.800,001 each. 10. Permit fees and permit processing is excluded,Processing fees to be reimbursed a()$350,00. Payment and Performance Bond premium is exeluded 11. Plans,Drawings and Designs made by United Breeze,Corp. for the construction of this Agreement will remain under United Breeze,Corp.property until all construction work is completed andpaid in full.All drawings and plans are preliminaries to estimate the cost of projects.Once the construction job is accepted by the customer and a deposit is rendered, United Breese,Corp.will produce engineered drawings required for construction.Engineering costs as weal as"measure+layout"costs will be reimbursed to United Breeza,Corp. Article 3-Time of Completion It shall be commenced and completed on date undetermined. Article 4-General Provision This document is the full Agreement between us,regardless of any prior proposals of communications.Any deviations from the specifications or modification of the terms of this Agreement and any extra or incidental work,or reductions in work,shall be set ford in writing and signed by both parties prior to the making of such change. We will be compensated for any increase in our cosis caused by such change,on the bais of the increase plus ten percent(101/6)profit.If a time is set for the performance of work, and if,in our judgment,such change or other circumstances beyond our reasonable control will increase the time necessary for our performance,we will be granted a reasonable extension of time. We will provide and pay for Workers'Compensation covering our employees,as well as General Liability and Property Damage Insurance.You agree to carry General Liability and Property Damage Insurance sufficient to protect yourself against any and all claims and liabilities arising from the performance of the work,including but not limited to claims arising under your Agreement to indemnify and hold us harmless under this contract. We shall be provided with suitable access to the work area. If our work is dependent upon or must be undertaken in conjunction with the work of others,such works shall be so performed and completed as to permit us to perform our work hereunder in a normal uninterrupted single shift operation, Untess a time for the performance of our work is specified,we shall undertake it in the course of our normal operating schedule,We shall not be liable for any failure to undertake or complete the work for causes beyond our control,and we mayh suspend the work for causes beyond our control,including but not limited to fire,flood or other casualty;the presence on or beneath the work site of utilities,facilities,substances,or objects,including but not limited to any substance that in our opinion is hazardous or toxic or the reporting,remediation, or clean-up of which is required by any law or regulation(together"subsurface conditions");klabor disputes or other disagreements;and accidents or other mishaps,whether affecting this work or other operations in which we are involved,directly or indirectly. Payment in full for all work performed hereunder shall be made upon completion.Final and complete payment for all work performed hereunder shall be made upon completion of such work. Interest at the highest rate allowabel under the laws of the in state which the work is done,or one and one half percent(I-n a/a)per month,whichever is greater,shall be charged and paid on all unpaid balances from the due date to the date we receive payment.You agree to pay in full all-costs and expenses incurred by Contractor,in collecting the amounts owed by you under the Agreement,including any and all Court costs and attorneys'fees. Payments received will be applied against open items on unpaid invoices in an order and sequence determined by Contractor in its sale discretion.Any monies paid by you for our work shall be held in trust for our benefit. We shall not become obligated to perform the work called for under this Agreement until we check and approve your credit.The contractor under this Agreement in their sale discretion has the right to require additional monies or not to move forward with the project and in no way will the contractors decisions or right's under this Agreement void the 30%cancellation fee. If payments is not made when duc,Contractor may suspend work on the job until such time as all payments due have been made,A failure to make payment for a period in excess of 3 days from the due date shall be deemed a material branch of this Agreement, Right of cancellation;Owner has the right to cancel this Agreement without any penalty of obligation by informing UMA Brae,Corp.in writing,via certified return receipt letter before midnight of the third business day after signing Agreement.If there is any cancellation of this Agreement by the Owner prior to the being performed,the Owner shall bear 30%of the Owners contract withUmW Breeze,Cap.as cancellation fee.If there is any cancellation of this Agreement by the Owner after work has commenced,the Owner shall bear subcontractors contract with United Breeze,Coro.plus 30°/a of the Owners contract with Unitrd Breeze,Cmp cancellation fee. All bounce checks and NSF checks shall be subject to a$100.00 processing fee in addition to any bank charges incurred as a result of the insufficiency of the check. In addition,the following General Provisions apply: 1. All work shall be completed in a work-man like manner and in a compliance with all building codes and other applicable laws. 2. To the extent required by law works shall be performed by individuals duty licensed and authorized by law to perform said work. 3. Contractor may at his discretion engage subcontractors to perform work hereunder,provided Contractor shall fully paid subcontractor and in all instances remain responsible for the proper completion of this Agreement. 4. Contractor shall furnish Owner appropriate releases of waivers of lien for all works performed or materials provided at the time the next periodic payment shall be due. 5. All Change Orders shall be in writing and signed both by Owner and Contractor,and shall be incorporated in,and become a part of this Agreement. 6. Contractor shall obtain all the permits for the work to be performed. 7. Contractor agrees to remove all debris and leave premises in broom clean condition. 8. In the event Owner shall fail to pay any periodic or installment payment due hereunder,Contractor may cease work without brench pending payment or resolution of any dispute, 9. All disputes hereunder shall be resolved by binding arbitration in accordance with rules of the american Arbitration Association.We,Contractror and Owner agree that the proper jurisdiction and venue for adjudication concerning this Agreement is florida,and we waive any right to jurisdiction and venue in any other place, 10. Contractor shall not be liable for any delay due to circumstance beyond its control including strikes,casuaity or general unavailability of materials. 11. Where a coinpletion date is given,Contractor will make every effort in completing the job by a completion date given above,however,due to many factors inherent in construction the Contractor makes no guarantees,written or implied as to the completion date. 12. Contractor warants all work for the period of 3 months following completion. 13. Measurements:The measurements appearing on the estimate of Agreement are for the purpose of preliminary pricing.A final measurement shall be taken and may be modified to. match with the actual work done.This measurement will be used to ealculate the final payment. 14. Unforeseen: Should any unforeseen site conditions exist(debris buried,unstable soil,unstable wall or rotten,termites,muck,illegal installations,plumbing clogged or rotten,etc.) corrections will be the sole responsibility of Owner. 15. Customer shall be personally liable for any and all terms I 1' � o Certificate ®f Product RatjR AHRI Certified Reference Number: 8338092 Date: 11/17/20 Product::Sindie-Packa,§iD-,Air-Conditioner,Air-Cooled (� Model Number. PCE4B60* I.! Manufacturer:YORK BY JOHNSON CONTROLS- Trade/Brand name: LX SERIES Region: All (AK,AL,AR,AZ, CA, CO, CT, DC, DE, FL, GA, Hl, 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, UTI VA,VT,INA,WV,WI,WY, ua fifr%fo'amAl Regiarr Nate:,Central,air canMloriem manafactared prior to Jamiary 1, 2045, are e♦igible 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: Manufacturer responsible for the rating of this system combination is YORK BY JOHNSON CONTROLS ',Rated,as follows'in accordance wvith AHRI Standard 210/240-2006 for Unitaryry A-mConditioning,and Air-Source -Heat Pump Equipment and subject to verification of rating accuracy-'by A '-sponsored,independent,tlliira party testing: Cooling Capacity(Btuh): 55500 2 Q� EER Rating (Cooling): 11.00 l J UU SLEA bating(Coaling).- 14.00 Miami Shores Village DAT_F- IEIER Rating(Eookng): BY APPROVED ZONING DEPT BLDG DEPT C1MPl IANC WITH SUf3.ICCT TOC n STATE_AND COUNTY m11 I-S AN •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 representaticipvy wdrtlotigs of gr:3jtteSs as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly dlscialms all liability for damages of any kind arlsina out o the use or performance of the product(s),or the unauthorized aheizVo&of data,listed on,this Certl�tcate:Certlf ed ratings arevafid etlyf&?ntdela itd erhffgu%t&,&mI&ted In'tfie directory at.www.ahridirectory.org. TERMS is Af�D CONDITIONS This Certificate and its contents are proprietary products of AHRI.This CertificatC shalt Orly be used4orinidividual,Qeosoneiand _� confidential reference purposes.The contents of this Certificate may not,in w&l�or i4art,be reptpdut,td;copied:disser nated; entered into a computer database;or otherwise utilized,In any form or manner er• rty by ameans,except for the user's individual, personal and confidential reference. ••• 0• %• :• • :• AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.alirldlrectory.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. • • 0 • •`• •' - �' • • • QERT1.� E NO.: 131238771126848356 02014 Air-Conditioning, ;a Heatin nd Ref ri eraton'Institute . ENGINEERING Technical Evaluation Report EXPRESS`-' 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 April 20,2016 Subject to Renew March 30th,2017) • • - • TER-16-3089 REPORT HOLDER: JOHNSON CONTROLS, INC 3110 NORTH MEAD STREET Johnson WICHITA, KS 67204, USA Controls ==_=1=515 � .._ - 414-524-1200 1 JOHNSON CONT ROLS.COM == SCOPE OF EVALUATION (compliance with the following codes): THIS IS A STRUCTURAL (WIND) PERFORMANCE EVALUATION ONLY. NO ELECTRICAL OR TEMPERATURE PERFORMANCE E RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED HEREIN. ® � This Product Evaluation Report is being issued in accordance with the ►. requirements of the 51" Edition Florida Building Code (2014) per FBC Section 104.11, FMC 301.15, FBC Building Ch. 16, ASCE-7-10, FBC NOTE:GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR -Existing-Building sections 701.1. 706.6.1, FBC Building 1522:2, and-FBC ILLUSTRATIVE PURPOSES ONLY ANDMAY_DIFFER IN APPEARANCE Residential M1202.1, M1301.1, FS 471.025, including Broward County Administrative Provisions 107.3.4. The product noted on this report has UNIT CASING MATERIAL: been tested and/or evaluated as summarized herein. 23ga galvanized sheet steel ASTM A653 cold rolled steel for side covers. IN ACCORDANCE WITH THESE CODES EACH OF THESE 19ga galvanized sheet steel ASTM A653 cold rolled steel for bottom base REPORTS MUST BEAR THE ORIGINAL SIGNATURE&RAISED pan. 20ga galvanized sheet steel ASTM A653 cold ro::ed steel for middle SEAL OF THE EVALUATING ENGINEER. base and 20ga galvanized sheet steel ASTM A653 cold rolled steel for top panel Removable top&side covers secured with#10 sheet metal screws. SUBSTANTIATING DATA: Knockouts provided for utility&control connections •Product Evaluation Documents Substantiating documentation has been submitted to provide this TER and INSTALLATION: is summarized in the sections below. Shall follow manufacturer specifications as well as the information provided •Structural Engineering Calculations herein. Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the STRUCTURAL PERFORMANCE: following design criteria: Models referenced herein are subject to the following design limitations: ASCE-710 Exposure Category C • Maximum allowable unit panel wind pressure connection Up to and including 175mph(Vult)for up to 200 MRH". HVHZ"` integrity Up to and including 170mph(Vult)for up to 250'MRH'". HVHZ""' • Maximum allowable uplift,sliding,&overturning moment Up to and including 200mph(Vult)for up to 200'MRH". Non-HVHZ"' for ground and roof-applications Ground or Roof Application per installation instructions "Mean Roof Height' High Velocity Hurricane Zone Calculation summary is included in this TER and appears below. Vaso= 0 6 x V,,,, NOTE: No 33% increase in allowable stress has been used in the design of this product. Microsoft Excel was used to carry out the Maximum Rated Wind Pressure: calculations present in this report. 200psf Lateral 100pSf Uplift(less Dead Load; INSTALLATION: Site specific wind analysis may produce alternate limitations provided The product(s)listed above shall be installed in strict compliance with this maximum rated wind pressure is not exceeded. TER&manufacturer-provided model specifications. The product components shall be of the material specified in the ORIGINAL SIGNATURE AND RAISED SEAL manufactures-provided product specifications.All Screws must be installed REQUIRED TO BE VALID PER CODE: 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*, • �• • • • ,�pri{20, 206 herem. See final page for complete limitations and conditions of use. ••• •• • ,� .1_.� OPTIONS: This evaluation is valid for all JOHNSON CONTROLS models present in •.• Fill L. Be nnevdo , P.E.,SECS the table located on the final page •• • • ENGIN6ERIII:G EXQRESS© FINISH: •• •• •• P4#0046349 Ct4#9885 Baked enamel. The FBC 14 defines APPROVED SOURCE(section 2.2)as.'All mdeoendxtl oerw.,tir-t or corw.0,: !0iroved•y tk-tEdc""five aho"•compelent and expene^ced m the app'Caron of erg:nee^.ng pr,ndp'es io matrafs methods or systerrs analyses'Engineering Excresst)profess orals mee-ire clpp e-&y rea*reJ,?,+:as(?hneoln ih C and can seal their v,07%.Engmeenng E �essJ,_regus3dy engaged in conducting and Crowding engineer ng evaluat!ons of single-elemer:and fuel-state bu..ding systems Imis• • • • • • e • • •• •• • • • •• •• ••• • • • ••• • • JOHNSON CONTROLS RESPAC Engineering Express° TER-16-3089 r • SECTION 2 PRODUCT INSTALLATION n Package Unit TIE-DOWN CLIP(1) TIE-DOWN CLIP(2) Roof or ground (GROUND APPLICATION) (GROUND APPLICATION) structure/substrate i (concrete,steel, Miami Tech CUTD 1" ASTM A653 1.5" Johnson Controls bracket G-60 aluminum see galvanized steel 0.07" thick galvanized steel 0.066"thick, for all �U schedule below) (FL19731.2) or equivalent, for all cabinets tied down at ground.Fasten cabinets tied down at ground.Fasten clip to structure using anchor from clip to structure using anchor from Anchor Schedule to Host Structure ub° Anchor Schedule to Host Structure Table and(4)#10 SS 410 self-drilling Table and(4)#10 SS 410 self-drilling screw to fasten clip to unit base rail. �. Tie-down clips(1)or screw to fasten clip to unit base rail. Install 3"away from each unit comer (2).See tables below Install 3"away from the unit corners and additional clips 3"from previous for specifications and additional clips evenly distributed with quantities shown in table. with quantity as shown in table. (Farad in Hurricane Kit UPG Sl-11-11<0601,Gip AI TIE-DOWN CABLE&CLIP SCHEDULE Cable Bolts to Screw to Min. Tie-down Tie-down Tie-down Cable Type: Ground or Roof Tie-down Cable (for roof_applications) Cabinet Height' Cable Diameter WLL Stand per Curb per -Curb Ceps(1)per Clips(2)per (lbs) long side long side gage long side long side - 7x7 Galvanized cable for industrial Ground NA NA NA NA NA NA 3 4 application. Up to 60'(80') 2 7/32" 960 3 5 14 NA NA - Minimum edge distance 3" from the A24,A30 unit comers. A36,A42 Up to 120'(150') 2 1/4" 1220 3 6 11 NA NA -Use minimum two tie-down cables per Up to 200'(250') 2 1/4" 1220 3 7 11 NA NA unit equally spaced. Ground NA NA NA NA NA NA 3 4 Note: Up to 60'(8U) 2 1/4" 1220 3 5 14 NA NA Tie-down cable shall be wrapped around 636,B42 Up to 120'(150') 2 1/4" 1220 3 6 11 NA NA roof stand post,and shall be tightened to U to 200'(250' 2 5/16" 1840 3 7 11 NA NA a snug fit around the unit using the P ) turnbuckle. Provide two cables per unit Ground NA NA NA NA NA NA 3 4 and one turnbuckle per cable. Neoprene Up to 60'(80') 2 1/4" 1220 3 5 14 NA NA pad shall be placed under the cable to B48,BW prevent distortion to the cabinet. Up to 120'(150') 2 1/4" 1220 3 6 11 NA NA Equivalent cable is permitted, using the Up to 200'(250') 2 5/16" r 1840 3 7 11 NA NA minimum WLL per roof height. ANCHOR TO HOST STRUCTURE SCHEDULE The value shown in parentheses indicates the allowable Anchor Type roof height in 170mph conditions. i.e. 60' (80') indicates 1/8" Min an allowable roof height of 60' for 175mph or 80' for Ground or 1/8" Min A36 170mph Vult. (Exposure Category C, site specific Cabinet * Concrete 6061-T6 adjustments to be made for other exposure categories) Roof Height 3,000 Psi Steel Aluminu Steel Curb M Anchor Types to Host Structure: Ground A NA NA NA A24,A30 Up to 60'(80'1 NA B B C A.—1/4"ELCO ULTRACON SS4 Anchor embedded 3"in 3,000 psi A36,A42 Up to 120' 150' -NA B B C concrete.2 1/2"from edge minimum.NOA No. 15-0226.11.or Up to 200 250' NA B B C equivalent. Ground A NA NA NA B.—5/16"SAE Grade 5 screw,minimum 1/2"from edges with nut Up to 60'(80') NA B B C and washer OD 0.75" B36,B42 U to 120' 150' NA B B C C.—3/8"Sheet metal screw,Grade 5. •• ••_e • tn200' 58' • NA B B C NA. No anchors apply. • .• • • . .Grivid . A NA NA NA . •�� • 0 NA B B C Note: Un to 120'(150') NA B B C Screw length to tie-cabinet to curb shall be verified onsite. Installer shall U t0 200' 250' NA B B C validate that the screw penetrates the supporting sheet metal of the roof curb. • • • At Tembers in dbntEA Nith dist"ariiirne/els shall be insulated to prevent electrolysis. IN ALL CONDITIONS IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER-T-1011,ENIbRE TWHOtf 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 INOURR61)BY•THilS WN&T•• • • ENGINEERING EXPRESSe 160 SW 12t"4E.LITE 10WEERZIE4 BEA:H,FL 33442 'Page 2 of 5 • • • • • • • • • • (954)354-0660"N: RIM4EX*PASS.(QN:"' •. JOHNSON CONTROLS RESPAC Engineering Express° I TER-16-3089 CABLE AND BOLT LAYOUT a^^oa moa IaCeea—+T�ocoe NEOPRENE PAD PACKAGE UNIT SHELL ENCLOSURE c�-roc-,rte.-- r�rr�aa� �o eeaoemeeeoo eeaee®eoad aoaac oaoa TIF DOWN CABLES CCOOCCmp^'--"�C 000:�ooaooaoo SEE TIE DOWN 000000mocoo SCHEDULE O SEE ANCHOR TO HOST STRUCTURE SCHEDULE TABLE TURNBUCKLE ROOF STAND A UNIT BASE RAIL PER SEPARATE ENGINEERING TIE DOWN CABLES SEE TIE DOWN SCHEDULE ROOF STAND PER SEPARATE ENGINEERING I I SEE ANCHOR TO HOST STRUCTURE E A STAND ATTACHMENT DETAIL SCHEDULE TABLE SCALE n:T.s S«TKNV[Ew 1 TYPICAL ROOF MOUNT ON STAND SG4F.NTS Hi�iTiO.\'iBY PACKAGE UNIT SHELL ENCLOSURE NEOPRENE PAD om000a0000 OO��I�O�COOCI OCCCCO=��00 amaommoo TIE DOWN CABLES o20ommoo SEF TIE DOWN TYPICIF SCRETIE DOWN CABLES SEE TIE DOWN emeemeeee TURNBUCKLE SCHEDULE ANTI PAD UNIT BASE RAIL s CURMACHIIJERY EYEBOLT SAE MACHINERY EYEBOLT SAE PER GRADE 5 WITH SHOULDER GRADE5WITH SHOULDER ENGI �V{ r • i ROOF CURB — — — — — — —— \c ! I PER SEPARATE ENGINEERING B CURB ATTACHMENT_DETAIL saw-hT.s. sECIDM1'VEx 2 TYPICAL ROOF MOUNT ON CURB r - _ _ _ _ _ — SERF:HT.S F,E1.'R•Ip.''1M1E`: I PROVIDE 1!i"ODO SAE PROVIDE 1i 0 SAE GRADE 5 WASHER GRADE 5 WASHER 7, � AITTACOHMENTCURBIAOUNTTO HOST OPTION-DETAIL 8 �, PROVIDE!j'BEAD UNIT BASE RAIL � WATERPROOFING ROOF STANDAIOUNT i --� SEALANT OPTIO11-DETAIL A � 1r ROOF STAND RAIL I ` MACHINERY EYEBOLT SAE CABLE ATTACHMENTTO HOST I I •• •'• • PROVIDE 5%&0 SAG GXIJ GRADE 5 WITH SHOULDER • • • • , 5/e" 11 I SEE DETA'LS A AND B I SCREW QUANTITY • • •� • �4D5UT x I /I N9LL VARY BY • •• • • • • ••• • CURB FRAME PER SEPARATE I TTT • • • •j • • • • • \ T— — — — — — — ROOF HEIGHT •• ••• ••' • • • •• ENGINEERING SEE THICKNESS , L _ _ _ _ REQUIREMENTS IN REPORT J • ••• • ••• ••• ••• • • • • • • • YA4EE Y�RES \�• VA4E5 YMES •• •• C• �1 BASE RAIL ATTACHING TO HOST(FIELD INSTALLATION1 •••l •E4 i5jeel5ETAIL scak v-,S _ ___ na 1pl SCALE:A:T.S- DETAILS ew ••• • • • • ••• • • ENGINEERING EXPRESSO 160 SW 12T"AVE.t UITF 10�64EE.AFIELo BFPCH,FL 33442 Page 3 of 5 (954)354-0660 WGIN:ERIR4ERQRESSUNj• •; JOHNSON CONTROLS RESPAC Engineering Express° I TER-16-3089 • SECTION 4 SUPPORTING CALCULATIONS&SUMMARY FORCES SUMMARY Weight Ground or Lateral Uplift Max Side Max Side Max Max Outside Dimensions -Side -Uplift Cabinet range Roof Pressure Pressure Force Overturn W(in) D(in) H(in) (lbs) Height* (Psf) (Psf) (lbs) (lbs in) Tension Force (lbs) (lbs) 51.25 35.75 49.00 Ground 42.2 0 736.0 18042.0 352.0 0.0 A24,A30 51.25 35.75 49.00 394 to 453 60' (80') 151.4 73.2 2639.0 82486.2 1893.0 932.0 A36,A42 51.25 35.75 49.00 120(150') 173.9 84.1 3032.0 95667.7 2198.0 1071.0 51.25 35.75 49.00 200'(250') 200.0 100.0 3582.0 114114.0 2625.0 1265.0 51.25 45.75 55.00 Ground 42.2 0 829.0 22731.0 443.5 0.0 B36,B42, 51.25 45.75 55.00 60' (80') 151.4 73.2 2963.0 104372.4 2396.0 1192.0 B48,1360 51.25 45.75 55.00 498 to 588 120(150') 173.9 84.1 3404.0 121050.3 2783.0 1370.0 51.25 45.75 55.00 200'(250') 200.0 100.0 4021.0 144389.2 3323.0 1618.0 PANEL INTEGRITY SUMMARY Add'F Add'l AddT Add'l Ground or Rqrd Wind Force on Screw screws Force on Screw screws Cabinet Roof Height Panel(lbs)Panel Name Pressure Panel Qty required Cabinet Qty required (Ib/ft=) (lbs) Required for original Required for original a cabinet cs) cabinet TOP PANEL 0.00 0.00 0 0.00 0 PANEL A 42.23 255.81 0 255.81 0 PANEL B 42.23 218.10 0 218.10 0 PANEL C 42.23 102.77 0 102.77 0 PANEL D 42.23 157. 4 0 157.94 0 Ground PANELE 42.23 106.47 0 NO 106.47 0 NO PANEL F 42.23 81.51 0 81.51 0 PANELG 42.23 238.83 0 238.83 0 SIDE LOUVER 42.23 196.86- 0 196.86 0 LOUVER 42.23 194.41 0 194.41 0 TOP PANEL 73.23 931.74 0 1192.37 0 PANEL A 151.35 900.38 0 1 900.38 1 0 PANEL B 151.35 496.24 0 767.68 1 PANEL C 1 151.35 361.74 0 361.74 Up to 60' PANEL D 151.35 '555.90 0 555.90 0 (801) PANELE 151.35 374.76 0 No 374.76 0 Yes PANEL F 151.35 286.90 0 286.90 0 PANEL G 151.35 565.66 0 840.63 1 SI DE LOUVER 151.35 275.36 0 692.92 0 LOUVER 151.35 420.81 0 684.28 0 A24,A30 CORNER 7 836,B42, 152,12 A36,A42 TOP PANEL 1 84.14 1070.56 0 B48,860 1370.01 0 PANELA 173.88 1034.42 0 1034.42 0 PANEL B 173.88 570.12 0 881. 7 2 PANEL C 173.88 4649-.87- 0 415.59 0 Up to 120' PANEL D 173. 8 1 638.66 1 (150') PANELE 173.88 0 Yes 430.5 0 Yes PANEL F 173.88 0 329.61 0 PANEL G -173:88 -0 96577 "2 SIDE LOUVER 173.88 0 796.08 0 LOUVER 173.88 . 0 786.15 0 CORNER POST 173,88 81.24 n 174.76 0 TOP PANEL 100.00 1272.35 0 1628.26 0 PANEL A 200.00 1189.79 0 1189.79 0 PANELB 1 200.00 6 5.7 •+ • 41014.44 3 PANEL C 200.00 478.02 0 • ••: • • 478.02 0 PANEL D 200.00 734.58 • 1 • • • • • • •734.58 1 Up to 200' PANELE 200.00 495.2 '4es • • • ' 495.22 0 Yes (250') PANEL F -200.00 379.12 0 379.12 0 PANEL G 200.00 747.48 1 1110.83 2 SIDE LOUVER 200.00 36ii.83 • i •i• •i• *21t.65 0 LOUVER 200.00 SS •0 •• • 904.23 0 • • •• •• Note:Calculations performed according to the information provided by the client.Cabinets were assumed solid(O%,porosity)for shear and tension calculation purposes.Screw quantities were checked to reinforce unit panels as needed.They shall be spaced evenly throughout the panel bottom part,validating that the screw joins the panel with the supporting element. Screw sizes,quantities on panel,and panel charactemstics are according to client's de=4i&% 500%ou%of A%TD4•8 tl7 are required with zero red rust for any additional screw. ENGINEERING EXPRESSO 164 SW 12'"+E.SUITE•1OGkE4FIEL6*)-BEkH,fL 33442 Page 4 of 5 (954)354-0660 64G1491114ER6RE4jj04• •; JOHNSON CONTROLS RESPAC Engineering Express° I TER-16-3089 • MODEL,CABINET AND DIMENSIONS Cabinet W D H Weight 14 SEER Respac 16 SEER Respac (in) (in) (in) (Ibs) Model Numbers Cabinet Model Numbers Cabinet A24 51.25 35.75 47 394 to 404 PC(E,G)4A24- A24 PC(E,G)6A24• A24 A30 51.25 35.75 49 449 to 453 PC(E,G)4A30' A30 PC(E,G)6A30' A30 A36 51.25 35.75 49 449 to 453 PC(E,G)4A36- A36 PC(E,G)6B36' B36 A42 51.25 35.75 49 449 to 453 PC(E,G)4A42' A42 PC(E,G)6B42' 842 B36 51.25 45.75 49 498 to 505 PC(E,G)4B48- 848 PC(E,G)6B48' B48 B42 51.25 45.75 49 _532 to 534 PC(E,G)4B60' B60 PC(E,G)6B60- B60 -848 51:25- 4575 53 551 to 559 PH(EG)4A240 A24 PH(E,G)6A24' -A24 B60 51.25 45.75 55 577 to 588 PH(E,G)4A30' A30 PH(E,G)6A30' A30 PH(E,G)4B36- B36 PH(E,G)6836' B36 PH(E,G)4B42- B42 PH(E,G)6B42' B42 PH(E,G)4B48' B48 PH(E,G)6B48' 648 PH(E,G)4B60' B60 PH(E,G)6B60` B60 Note: Installer must verify that the panel distribution is equal to the panel distribution shown in this evaluation report. Corner Post Louver Side Louver p _E H , B C; -� r •• ••• • • • • • •• LIMITATIONS 8 CONDITIONS OF USE: • • •• • • • • • Use of this product shall be in strict accordance with this TER as noted herein. •• • o•a •• The supporting host structure shall be designed to resist all superimposed loads as deterMloed blotters•r•a sitibspejo6c•7aysas maybe requtred 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 offeree 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 yorro;iinecontamination,and other such damage at all times. Fasteners must penetrate the supporting members such that the full length of the thr•ad•d pcotion is embc:dedrvtthtn the at<,.n}t�•Riber This evaluation does not offer any evalLaticr, to meet large rrissite impact debris requirements which typically are not required for%sryperf pr%duct•• 0 • • • All of the wind resisting exterior panels:individually meet or exceed their capacity to r esrat thaoesion wind load:4is statec:%the=4culations as required by the Florida State Building Code of 2014. Due to the indeterminate nature of these units,distortion and deflectian cannotbe accutz!Aty evSluated,bufwdh diaphragm action of external components and internal stiffeners,the tase unit has the capacityto-withstandthese forces with individual-external parts being contained. Yearly inspections.during equipment maintenance or-after named storm,all tech screws.cabiret components,clips and anchor bolls are to be verified by the A/C contractor All damaged cabinet components,loose,corroded.broken tech screws or anchor bolts shall be replaced to ensure structural integrity for hurricane wind forces. ••• • • • • ••• • • ENGINEERING EXPRESS"160 SW 12'"gvE.iU1TE;1(3CiEE*FIEL�BEkH, FL 33442 Page 5 of 5 (954)354-0660 iN** fERIT1ft0ESbL0V '; UC IAl:m-HLKt RICKC GOVERNOR KSI LSON,SECRETARY s � QTT, Aa ,. ��H:- -• ';S�'�TE O,E 1=LflRl©�# / DE�'ARTMENT FOUSIMEsSS'A'NL�f�ROF�S. !i� L REG.ULATIt?N IQNSTRUCT�O1JdDl7,STRLI Y CE�VS,_1N�$OARi ; .... ' T cL s s rR c NN, INs�Cotv-�RAc ,.. RTt IJ -rag J TIM t l)Apak •A 31 2a7$ .. " ' , ^ . w� • h* y.•� It f... `.J� ` s fC) ,�M1tI ~ •`1�y _ rA � �' r JAIME i UNIT 10,'BR,EEZE CORE $�7 02 A1(Er ti y ' + 1N sea# L1�D8070001791 IssUED: O=7/2010 DISPLAY A$ REQUIRED BY LAW 005338 Lo a l Busine Tax Receipt Miariii-Dade County, $tate of Fiol ida —THIS IS NOT A BILL-00 NOT PAY LBT I 7046295 BUSIiVESS NAME/LOCATION RECEIMf Nb: EXPIRES UNITED BREEZE CORP RENEWAL SEPTEMBER '30, 2017 6979 NW 82 AVE 7322795 Must be disployed of place of business MIAMI EL M 166 Pursuant to Codrtty Code Chapter$A—Art,9&.10 OWNER SEC.TYPE OF BUSINE5& ECEIVED UNITED BREEZE CORP 196 SPEC MECHANICAL CONTRACTOR By TAX COILLECTOR CAC1817220 Workr(s) 1 $7 .00 Q9/07/2016 CRE.DITCARD-16-051765 This`Local Business Tax Recgipt oply confirms payment of the I:bcal business Tax.The Receipt js nol 9 Ilcepse, peilnit,or a certification of thm holdgt{quahhcations,to do buhines9: Nolder must comply with any 9@verhtnental 6r ilondovernmental regulatory layrc and requirements which apply to the business. The RECEIPT N0.abovr lnu§t lie displayed on all commercial vehicles—Miami—Dade Coda Sec pa-276. For mole information,visit www.mialmidade.gdvhaxcollector