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MC-18-1204Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Parcel Number Permit NO. MC-5-18- 2©4 Permit Type: Mechanical - Commercial Work Classification: NC Replacement Permit Status: APPROVED Issue Date: 6/26/2018 Expiration: 12/23/2018 Applicant 9037 NE 4 Avenue Miami Shores, FL 1132060460190 Block: Lot: ESTHER LAFFERTY Owner Information Address Phone Cell ESTHER LAFFERTY 9037 NE 4 AVE RD MIAMI SHORES FL 33138-3184 Contractor(s) Phone HILL YORK SERVICE CORPORATION (866)525-4200 Cell Phone Valuation: Total Sq Feet: $ 4,945.00 0 Tons: Additional Info: EXACT AC CHANGE OUT 2.5 TON Classification: Commercial Approved: In Review Comments: Date Denied: Scanning: 3 Date Approved: : In Review Type of Work: EXACT AC CHANGE OUT 2.5 TON Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.00 $2.60 $2.00 $1.00 $173.07 $9.00 $4.00 $194.67 Pay Date Pay Type Invoice # MC-5-18-67448 05/07/2018 Check #: 1525 06/26/2018 Check #: 1569 Amt Paid Amt Due $ 50.00 $ 144.67 $ 144.67 $ 0.00 Available Inspections: Inspection Type: Final Review Mechanical Review Mechanical In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFID • IT: I certify that al construction aning. Futhermore, oing information is accurate and that all work will be done in compliance with all applicable laws regulating e the above -named ntractor to do the work stated. Auth ed Signature: I ' ne W / A'...licant / Contractor / Agent June 26, 2018 Date Buildi "g Department Copy June 26, 2018 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING Q MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 9037 NE 4th Ave Rd #9037 City: Master Permit No. Sub Permit No. ❑ REVISION ❑ CHANGE OF CONTRACTOR MA 018 BY: — FBC 2011 brn M�.18 -1 o4 ❑ EXTENSION ITIRENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS Miami Shores County: Folio/Parcel#:11-3206-046-0190 Occupancy Type: Load: Miami Dade Zip: Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee. Simple Titleholder): Esther Lafferty Phone#: Address:9037 NE 4th Ave Rd City: Miami Shores- - - State: FL Tenant/Lessee Name: I Phone#: Email: Zip: 33138 CONTRACTOR: Company Name: Hill York Service Corporation Address: 2125 S Andrews Ave Phone#: 866-525-4200 City: Fort Lauderdale State: FL Zip: 33316 Qualifier Name: Michael Senecal Phone#:866-525-4200 CMC1250643 State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 4945.00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Description of Work: Exact AC Change out, 2.5 Ton ❑■ Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $,SOpcit Ck Permit Fee $ n '22I D 1 Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ easy Nal Bonding Company's Name (if applicable) Bonding Company's Address City State Zip 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 YOURIENDER 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 abs nce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or))AGENT The foregoing instrumej t was a knowledged before • e this VJO/) day or ���: _ i tip`' me or who has produced identification and who did take an oa NOTARY PUBLIC: Sig • Print: Seal: by y known to as Signature The foregoing ins umen day of 4/C /7 me or who has produced identification and who did take an oath. NOTARY PUBLIC: CONTRACTOR was acknowledged before , 20 )� Sign: Print: Seal: this by nto� as r.. ********************************* *** **** ►**************************►.*s********************************* APPROVED BY l['JVI Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk so THE SHORES VILLAS CONDOMINIUM ASSOCIATION, INC. c/o Florida Advanced Properties, Inc. P.O. Box 771566 Miami, FL 33177 Tel: (305) 233-5959 Fax: 1 (305) 517-3417 UNIT MODIFICATION & CONTRACTOR REQUEST FORM To: The Board of Directors From: Unit Owners Name`' W Unit Number: 03-1- Telephone Number (Day) 5 ? 1 "4D4 D (Evening) Approval is hereby being requested to make the following modification(s), alteration(s), or addition(s) as described below, or on additional attached pages necessary. In order for the Association to properly review your request, you must include such details as the materials, location, pictures and any other pertinent data needed for your approval. Refin- - f/.u)j-. Please attach a detailed description of your modification along with drawings and permit. All major repairs and/or.alterations to the unit must be approved by the association including but not limited to electrical, plumbing, flooring and air conditioning units. Ceramic tiles. and/or hardwood floors require installation of adequate sound proofing material underneath being a minimum of a inch in thickness. I agree: 1. Not to perform any changes, improvements, modifications or proceed with request until I/We receive the prior written consent by the Association Board of Directors. 2. That if the modification is not completed as approved, said approval can be revoked and the modification removed at owners' expense. Last Rev March 2016 INITIALS: Page 1 of 3 THE SHORES VILLAS CONDOMINIUM ASSOCIATION, INC. c/o Florida Advanced Properties, Inc. P.O. Box 771566 Miami, FL 33177 Tel: (305) 233-5959 Fax: 1 (305) 517-3417 3. I will in no way alter, modify, or cause damage to any common areas or common structures; I agree that I shall be wholly and fully liable as well as responsible for any and all damage caused to common areas as a result of the installation especially to those living underneath my unit. 4. To abide by the decision of the Board of Directors. 5. To comply with State, County and City building and electrical codes. 6. To obtain all necessary permits (if applicable) and provide the same to the Board of Directors. I have rea Request d rstood n4 a to all terms and conditions of the above Unit Modification vName in Print 1 ,t ci)C (_ CONTRAC ORS' INSURANCE & LICENSES Date of Request OnikV\- • To protect yourself and Shores Villas Condominium Association. from liability exposure, ALL CONTRACTORS doing work in your apartment (i.e. decorators, flooring companies, etc.) must be licensed and insured. Any damage caused by a contractor to the common areas of the association will be billed to the unit owner. • A copy of each of the following must, be on file with the Association prior to the contractor commencing work: 1. Current Certificate of Insurance for General Liability Insurance with limits of at least $300,000 Certificate Holder: Shores Villas Condominium Association . 2. Occupational or Business License. 3. Valid Workers Compensation Insurance. 4. Sample of the Soundproofing material and the specifications of such underlayment. • No contractors are allowed on the premises without proper identification. Last Rev March 2016 INITIALS: Page2of3 THE SHORES VILLAS CONDOMINIUM ASSOCIATION, INC. c/o Florida Advanced Properties, Inc. P.O. Box 771566 Miami, FL 33177 Tel: (305) 233-5959 Fax: 1 (305) 517-3417 • No contractor can be given access to your unit without prior submittal of these documents. • No construction work is permitted on Sundays. Work can be done on Monday through Friday from 8:00 a.m. to 6:00 p.m., and Saturday from 10:00 a.m. to 6:00 p.m. • All work including cutting, painting, carpentry, etc. must be performed inside the apartment or off the premises. Foyers, hallways, and any other common area are not available to be used as a work area. If you have a problem with limited spacing for any of these types of work, please advice the Board of Directors in order to help you come up with a solution. • Owners and their contractors are responsible for protecting and cleaning the hallways when working. FOR OFFICE USE ONLY -PLEASE DO NOT WRITE BELOW THIS LINE Date v r//ve By: 0-ix_ 6 Title: lcz Nl Approved: Disapproved: h2.✓ u:¢ yx,4 8:„; JODI PEPE !i, •K MY COMMISSION 4 FF 965704 0 :. EXPIRES: June 27, 2020 y Fovo?o Bonded "Mu ,Notary Public Undenmteni i Date:._ By: Title: Approved: Disapproved: Date: By: Title: Approved: Disapproved: Last Rev March 2016 INITIALS: Page 3 of 3 Air Conditioning Services & Energy Solutions 2125 S. Andrews Avenue Fort Lauderdale, FL 33316 P: 954.52529121V 954,525,2973 www.hitiyork.com Project Proposal Customer Name: Esther Lafferty lob Name: Ester Lafferty Unit Replacement Customer Address: 9037 Park Drive Job Address: 9037 NE 4th Rd City, State, Zip: Miami Shores, FL 33138 Phone Number: City, State, Zip: Miami Shores, FL 33138 Phone Number: SCOPE OF WORK: proposal for the installation at the above referenced facility. The proposed scope of work consists existing York Alr Handler and condensing unit on roof. Remove old equipment from site 14 SEER Air Handler and condensing unit to match the existing unit capacity and specifications to existing refrigerant lines, electrical power wiring, condensate drain line and supply plenum lifted to roof by means of a crane installed a and tied down to existing stand non -programmable thermostat fees included operation Replacement of refrigerant lines. Smoke detectors air plenum. normal business hours 5 year compressor warranty 1 year parts warranty. Hill York Service Corporation will provide 1 inclusive of this contract and does not apply to any other part of the system. Hill York is pleased to present this of the following: • Remove and replace the • Install new Ruud 2.5 ton • New unit will be reconnected • Condensing unit will be • Includes Honeywell digital • City permit and associated • Startup system verify proper EXCLUSIONS: • Building code upgrades Ductwork beyond supply Roof patching painting Work to be performed during WARRANTY: Warranty: Manufacturer provides year labor warranty on all workmanship We propose to furnish material and labor required In accordance with the above specifications for: $4,945.00 • This price will only be valid for thirty days from the proposed date. • Payment terms to be made as follows: S0% Deposit with balance due at completion Acceptance of Proposal: The above price and specifications are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Signature: Hill York Authorized Representative Brendan Morrin Bmorrin@hillyork.com Date 2/16/2018 NOTE: This proposal may be withdrawn ro p by us If not accepted within 30 days. c, Date: -'.&:)lit a General Conditions: I have authority to order the work as outlined above. It is agreed that the sellerwil I retain titteto anyeq ulpment or materials that may be furnished until final payment is made. In case the total charges are collected by suitor upon demand of an attorney, the pur chaser hereby agrees to pay reasonable attorneys fees for the making of such collection. All matters are guaranteed to be as specified. All work to be completed in a skillful manner according to standard practices. Any alteration or devi at' on from above specifications involvingextra costs will be executed only upon written orders, and wil I become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents, or delays beyond the control of Our Company. Owner is to carry necessary insurance.Our Company workers are fully covered by Workman's Compensation Insurance. State License # CACO29360 A� L1 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DomrrY) 5/7/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(g. PRODUCER Keyes Coverage Insurance 5900 Hiatus Road Tamarac FL 33321 CONTACT_AgE: Kristin Purcell _ PHONE....___ FAX tuc xa Fait954-724-7000 1(A/C, No): EAD'`''DREss: kpurcell@keyescoverage.com .. _:. INSURER(S) AFFORDING COVERAGE NAIC N INSURER A : National Trust Insurance Co. 20141 INSURED 12653 Hill York Service Corporation 2125 S. Andrews Avenue Fort Lauderdale FL 33316 __ .... -INSURER 8: FCCI Ins. CompanX........ 10178 20281 ,,,,.. ,,,,,, INSURER C: Federal Ins. Co..: INSURER 0 : INSURERS :. ...... INSURER F:._.....:: :.. COVERAGES CERTIFICATE NUMBER: 184944292 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR ...,,.,..._._..._.._......._........................_, ......_.._._ . _ _m..-WA'USE'SUBR TYPE OF INSURANCE SD.l$At4 ...: ......_ . ,...,..........�...... . POLICY NUMBER POLICY EFF `:. POLICY EXP... JMM/DD/YYYY)i.(MM/DO%YYYY1d _.......,._,,.„„...,1, ,,... LIMITS A X COMMERCIAL GENERAL LABILITY I" Y CLAIMS -MADE n OCCUR ` Y GL 0013212.07 4/1/2018 4/1/2019 € EACH OCCURRENCE ._.._.... PREMISES (Ea occurrence). - $1,000,000 __...............w.my.. . $300,000 X Contractual Llab i MED EXP (Any one person) $ 10,000 X $10,000 PD Dad ,._ PERSONAL & ADV INJURY # $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE I S 2,000 000 POLICY X LOC ': 'PRODUCTS - COMP/OP AGG i $2,000,000 OTHER: _ ... _ ...... .. ._' ,. ..,., ,. I $ A AUTOMOBILE LIABILITY Y Y CA10001221902 4/1/2018 4/1/2019 ,COMBINED SINGES LIMIT _ X - ANY AUTO ? ` BODILY INJURY (Per person) $ ALL OWNED AUTOS ^ SCHEDULED AUTOS BODILY INJURY Per accident ( ) $ X _ .HIRED AUTOS x_ NON -OWNED ,AUTOS ;: I • PROPERTYDAMAGE -(Per accident): $ X WOS by X Endorsement..... _. ._ _ ' I Comp/Collision Dad $ 1,000 / 1,000 A -- X r..-.._ UMBRELLA LIAB EXCESS LIAR X ....... -' OCCUR ", CLAIMS -MADE; Y UMB 0013997 7 4/1/2018 4/1/2019 EACH OCCURRENCE -1 $10 000,000 ,.....1.,..., .,._. ._ _. AGGREGATE -.. 'I $10,00,0_,000 DED X I RETENTIONS 1040D. ! .... .. .._ ... �. $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY - Y 001-WC18A-72278 4/1/2018 4/1/2019 ... X I PLR I i OTH- . STATUTE - I ER ANY PROPRIETOR/PARTNEWEXECUTIVE Yui N / A i , E.L. EACH ACCIDENT $I 1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) + E.L. DISEASE .lEA EMPLOYE. $1,000,000 If yes, es under DES OF OPERATIONS below DESCRIPTION - ..:. .. .E.L. DISEASE - POLICY UMIT $1 000,000 ....... C Crime 8225-8687 4/1/2018 4/1/2019 Employee Theft $1,000,000 Premises/Transit $1000,000 Deductible $10,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more apace Is required) PROFESSIONAL LIABILITY - CONTRACTOR'S POLLUTION LIABILITY - Policy #: CM002335-01-2018, CARRIER D: Axis Professional Insurance., Eff 4/1/2018 - 4/1/2019 / Limits: $2,000,000 Aggregate; $2,000,000 Each Claim; Deductible: $50,000. Shores Villas Condominium Association, Inc. is named ad Additional Insured as respects General Liability, as required per written contract. CERTIFICATE HOLDER The Shores Villas Condominium Association, Inc. do Florida Advanced Properties Inc. PO BOX 771566 Miami FL 33177 ACORD 25 (2014/01) CANCELLATION 30 Days Notice / 10 Days for Non -Pay .. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988.2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Air Conditioning Services. & Energy*Solutions 2125 S. Andrews Avenue Fort Lauderdale, FL 33316 P: 954.525.2912 F: 954.525.2973 www.hillyork.com May 4, 2018 Miami Shores Village 10050 N.E. 2nd Ave Miami Shores, FL 33138 To Whom It May Concern, Hill York Service Corporation has a new State License and License Holder that we will be using starting January 1, 2018. We have attached the following information for the change of License: 1. State of Florida Dept of Business and Professional Regulation License Holder- Michael J. Senecal Jr. License Number - CMC 1250643 2. Certificate of Insurance 3. Business Tax Receipt- Broward County Hill York authorizes Jodi Pepe and Alex Pepe to register Michael Senecal. Please contact me if there is anything further needed in order to activate our new license with your municipality. Thank you, Crysta,Montfort Project Administrator Hill York Service Corporation cmontfort@hillyork.com (866) 525-4200 ext. 2291 , Q STATE OF FLORIDA, COUNTY OF uJO/L v( Swocryp and subscribed before me this day of 20 /IS - NOTARY FOR OWNER OR AGENT Michael Senecal Executive Vice President, Construction Hill York Service Corporation msenecal@hillyork.com d/� � C STATE OF FLORIDA, COUNTY OF 'F�w. i _ 20Sworn jg and subs bed r> e ` of \� :E!�i ���� 0 I NOTARY FO Personally Known ✓ Oil Produced Identification Personally K a — — """P� "�.,, JACLYN D. HOXIE a� a�� —•1B` Notary Public - State of Florida r Commission # FF 903263 o�Ea�, „ My Comm. Expires Nov 19, 2019 Bonded through National Notary Assn. tication I. Business Name: HILL YORK SERVICE CORPORATION BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1,2017 THROUGH SEPTEMBER 30, 2018 Receipt#:L OTHER1TYPES CONTRACTOR Business Type: (CERTIFIED MECHANICAL. CONTRACTOR 1 Business Opened:03/03/2011 State/County/Cert/Reg:CMC12 5 064 3 Exemption Code: DBA: Owner Name: MICHAEL SENECAL Business Location: 2125 S ANDREWS AVE FT LAUDERDALE Business Phone:954-525-4200 Rooms Seats Employees 10 Machines Professionals For Vending Business Only VendlnType: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 3.00 0.00 0.00' 0.00 0.00 30.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED 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 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: HILL YORK SERVICE CORPORATION PO BOX 22838 FORT LAUDERDALE, FL 33335 Receipt #30B-17-00004582 Paid 01/10/2018 3.00 2017 - 2018 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 SENECAL,MICHAEL J JR HILL YORK SERVICE CORPORATION 2125 SOUTH ANDREWS AVENUE FORT LAUDERDALE FL 33316 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every daywe work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR r • STATE OF FLORIDA DEPARTMENT OF..BUSINESS AND -PROFESSIONAL -REGULATION ` MC12506434 `ISSUE 12/12/2017 CERTIFIED MEC, ANICALCONTRACTOR �- SENECAL,,'MICHi4ELJ5JR;, `- HILL YORK SERVICEaCORPORATION .�+� — y. IS CERTIFIED under the provisions'of Ch.489 FS. Expiration date AUG 31. 2018 -' ` 11712120000685 DETACH. HERE JONATHAN ZACHEM, SECRETARY z STATE OF FLORIDA DEPARTMENT OF BUSINESS AND'PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD `� LICENSE NUMBER , = ;' CMC1250643 - The MECHANICAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 SENECAL-MICHAELJ•JR.- HILL YORK SERVICE CORPORATION 2125,SOUTH•ANDREWS;AVENUE FORT LAUDERDALE AFL 33316 DISPLAY AS REQUIRED BY LAW SEQ # L1712120000685 R LIC NSE C S524-550-81-049-0 micKAEL40.0, EHECA, JA p•94 SE ASHLEY OAKS *IAN STUART FL 341114000 OOP 0: almost it 11_1..2(14w (Ali 01,4* 202E IIMAKIIROL • ••••••• wooto olorOOMO. Air Conditioning Services Energy Solutions 2125 S. Andrews Avenue Fort Lauderdale, FL 333 I P: 954.525.2912 I F: 954.525.2973 www.hillyork.com Project Proposal Customer Name: Esther Lafferty Customer Address: 9037 Park Drive Job Name: Ester Lafferty Unit Replacement Job Address: 9037 NE 4th Rd City, State, Zip: Miami Shores, FL 33138 Phone Number: City, State, Zip: Miami Shores, FL 33138 Phone Number: •..• SCOPE OF WORK: . . '••••' • . • • Hill York is pleased to present this proposal for the installation at the above referenced facility. The RrpppSed scope,,(. irk convicts.: of the following: • • • • Remove and replace the existing York Air Handler and condensing unit on roof. Remove oldetitfilhjent fro/h'sif% • Install new Ruud 2.5 ton 14 SEER Air Handler and condensing unit to match the existing uni .a•pnip and pecifirations • New unit will be reconnected to existing refrigerant lines, electrical power wiring, condensate drain line and supply plellttrtt•; • Condensing unit will be lifted to roof by means of a crane installed a and tied down to existiai?tancl • • Includes Honeywell digital non -programmable thermostat • • City permit and associated fees included • Startup system verify proper operation EXCLUSIONS: • Building code upgrades Replacement of refrigerant lines. Smoke detectors Ductwork beyond supply air plenum. Roof patching painting Work to be performed during normal business hours WARRANTY: Warranty: Manufacturer provides 5 year compressor warranty 1 year parts warranty. Hill York Service Corporation will provide 1 year labor warranty on all workmanship inclusive of this contract and does not applyto any other part of the system. • • • • ••••I • • • • .• • •• • • . • .• • • • We propose to furnish material and labor required in accordance with the above specifications for: • This price will only be valid for thirty days from the proposed date. • Payment terms to be made as follows: 50% Deposit with balance due at completion $4,945.00 Acceptance of Proposal: The above price and specifications are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Signature: Date: #0/./ Hill York Authorized Representative: Brendan Morrin Bmorrin@hillyork.com Date 2/16/2018 NOTE: This proposal may be withdrawn by us if not accepted within 30 days. General Conditions: I have authority to order the work as outlined above. It is agreed that the sellerwi II reta in titleto any eq uipment or materials that may be furnished until final.paymentis made. In casethe total charges are collected by suit or upon demand of an attorney, the pur chaser hereby agrees to pay reasonable attorney's fees for the making of such collection. All matters are guaranteed to be as specified. All work to be completed in a skillful manner according to standard practices. Any alteration or deviation from above specifications i nvolving extra costs will be executed only upon written ord ers, and wi l l become an extra charge over and above the estimate. All agreements contingent upon strikes,accidents, or delays beyond the control of Our Company. Owner is to carry necessary insurance. Our Company workers are fully covered by W orkma n's Compensation I nsu ra nce. State License # CACO29360 • • • • • 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): 9cO(.T? /" ik. TX.) City: Miami Shores Village County: Miami Dade Zip Code: a. /3 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means: YES ❑ NO[( ARHI Sheet Attached: YES LJ NO ❑ Contract Attached: YES Pi U IT BEING REPLACED DATA NEW UNIT MANUFACTURER Al le AHU or PKG. UNIT MODEL # ligonr ItAiy 3g COND. UNIT MODEL # :5" KW HEAT Z. NOM TONS ZS . 4 AHLFZl7PKG 1) M.C.A AHU CUZY PKG AHU3DC PKG 2) M.O.P AHUJDCU PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT / / PKG UNIT / / EER/SEER Re YES NO REPLACING DUCTS YES (6) YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4"CONCRETE SLAB YES fi YES NO NEW ROOF STAND YES YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size)l b 2. Maximum Overcurrent Protection (Fusq/Breaker Size): ZZ 3. Voltage of Circuit 0/480). 4. Size Disconnecting Means: Contractor's Company Name:7l/ 1,eJL State Certificate o ' egistra on Noeg /01661075 Certificate of Competency No. Signature ,` Date: (• alifier's signature) Phone: MO ;?2J"YODO (Revised02/24/2014) i.a/CERTIFIED° www.ahridirectory.org This combination qualifies for a Federal Energy Efficiency tax Credit when placed in service between Feb 17,2009 and Dec 31, 2016. Certificate of Product Ratings AHRI Certified Reference Number : 201176267 Date : 05-04-2018 Model Status : Active Old AHRI Reference Number : 7493633 AHRI Type : RCU-A-CB Outdoor Unit Brand Name : RUUD Outdoor Unit Model Number (Condenser or Single Package) : RA1430AJ1 Indoor Unit Model Number (Evaporator and/or Air Handler) : RBHP-21 Region : Region Note : • •••• • • •,• • Southeast and North (AL, AR, DC, DE, FL, GA, HI, KY, LA, MD, MS, NC, OK, SC, TN, TX, VAS ll,CO•, CT, ID, ?1, • IA, IN, KS, MA, ME, MI, MN, MO, MT, ND, NE, NH, NJ, NY, OH, OR, PA, RI, SD, UT, VT, WA, N•y111, WY, U.S. • •••• Territories) • • • • • • •••• • • • • •• •••••• Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed in alrrrgiMrts until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed in regiorUrfbr which they meet the regional efficiency •requirement. • • The manufacturer of this RUUD product is responsible for the rating of this system combination. tir Rated as follows in accordance with the latest edition of ANSWAHRI 210/240 with Addenda 1 and 2, Performance Rating of Unitary t ► A .J L _ i '^. a� r. '\ l J Ij �, JI11- .f.I t,.--1 "�{g',ji Air -Conditioning &.Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity )`= Single or High S Stage (95F), btuhfi 29800 NA j urit it SEER : 16.00 EER (A2) - Single or High Stage (95F) : 13.00 ••• • • • • •000000 • • • • • •• • • • • • •• • ' ••• ••• • •••1411111 • r ••••• • 00000 ••••• • i • • , 1-"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 along 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.ahrldlrectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI. Thls 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. CERTIFICATE VERIFICATION The information for the model cited on this certificate can be verified at www.ahridlrectory.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. ©2018Air-Conditioning, Heating, and Refrigeration Institute AIR-CONDITIONING, HEATING, & REFRIGERATION INSTITUTE we make life better'" CERTIFICATE NO.: 131699142450384395 39 for 2014 FB U- V 0. Cn C F, a V cse -J C 0 0 I0 BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS tCENTER OF GRAVITY ASSUMED TO ACT AT THE GEOMETRIC CENTER OF THE MECHANICAL UNIT. MECHANICAL UNIT MUST BE SQUARE OR RECTANGULAR, NO IRREGULAR SHAPES. HOST STRUCTURE DESIGN BY OTHERS. SEE DESIGN SCHEDULES FOR ALLOWABLE SUBSTRATES 111 75LB MIN. WEIGHT, MECHANICAL UNIT PER SEPARATE CERTIFICATION, TYP. SEE DESIGN SCHEDULE FOR MAXIMUM SURFACE AREA AND DESIGN PRESSURE, TYP. STEEL TIE -DOWN CUPS. SEE DETAIL 1/3 & 2/3 FOR CLIP INFORMATION, TYP. 0\" MECHANICAL UNIT TIE -DOWN ISOMETRIC ISOMETRIC TIE -DOWN CLIP DIRECTIVE EXAMPLE TYPE OF CLIP AND NUMBER OF CLIPS PER CORNER WILL VARY PER CONNECTION TYPES C1-C4 ON SHEET 2 (THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE ROOF -TOP INSTALLATION HEIGHT, H, FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION RESTRICTIONS AND DESIGN CRITERIA LISTED HEREIN. SEE SHEETS 4-5 FOR DESIGN SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (1) MECHANICAL UNIT WITH THE FOLLOWING CRITERIA= • Vult=170 MPH, EXPOSURE 'B' • 48" TALL x 48" DEEP x 48" WIDE, 100 LB (WEIGHT AS VERIFIED BY OTHERS) • INSTALLED TO 3000 PSI MIN CONCRETE WITH (1)-2" CLIP AT EACH CORNER OF UNIT (TOTAL OF (4) CLIPS) PROCEDURE: PROCEDURE STEP RESULT 1 DETERMINE THE CONNECTION TYPE BASED ON THE DIAGRAMS ON SHEET 2 CONNECTION TYPE 3 2 DETERMINE WHICH DESIGN SCHEDULE TABLE TO USE , THIS INSTALLATION IS INTENDED FOR A Vult=170 MPH, EXPOSURE 'B'. THIS DESIGN CRITERIA CORRESPONDS TO TABLE 5 3 DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO BE INSTALLED 48"x48"=16FT' 4 CHECK MAXIMUM UNIT HEIGHT RESTRICTION THIS UJVIT HEIGHT OF 48" IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF 48". NOTE: THIS PRODUCT APPROVAL ALLOWS THE UNIT TO BE INSTALLED ON TOP OF AN A/C STAND THAT IS A MAXIMUM 30" TALL. IF AN A/C STAND IS UTILIZED, CHECK TO SEE THAT THE STAND DOES NOT EXCEED 30" IN HEIGHT 5 CHECK MINIMUM UNIT WIDTH RESTRICTION UNIT WIDTH IS 48" WHICH IS GREATER THAN THE MINIMUM ALLOWABLE WIDTH' =- "F 6 DETERMINE THE ALLOWABLE ROOF TOP HEIGHT OF THE INSTALLATION THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO 15 �- ADDITIONALLY, THIS UNIT, MAY BE INSTALLED ON ROOF -TOP HEIGHTS GREATER Sa . THAN 60FT AND LESS THAN 100 FT. SEE (*) ON TABLE 5 FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE - DESIGN NOTES: THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND THE FLORIDA BUILDING CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE AS INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DESIGN CRITERIA USED TO CALCULATE THE ALLOWABLE ROOF -TOP HEIGHTS CONSIDERS ASCE 7-10 SECTION 29.5.1 FOR ROOF TOP HEIGHTS (H) <_60 FT AND SECTION 29.5 FOR ROOF TOP HEIGHTS (H)>60 FT & SECTION 29.4.1 FOR INSTALLATIONS AT GRADE. (GCf)Lateral=3.10 WITHIN THE HVHZ, (GCf)Laterai=1.90 OUTSIDE THE HVHZ, (GCf) a =1.5 FOR ALL LOCATIONS (CONCURRENT). ALL OTHER DESIGN VARIABLES ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26 & 29. THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30" TALL A/C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IN THE DESIGN SCHEDULES. GENERAL NOTES: • • • • • 1 THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WIT11. THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & ASCE 7-10. THIS PRODUCT MA' • BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. • 2. NO 33=1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS • a SYSTEM. 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST �• • REPORTS #TEL 01970387A, #TEL 01970387B BY TESTING EVALUATION LABORATORIES., • INC.. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE• • • 4 PERMITTED. • 4. MAXIMUM & MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS • (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONT • AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 5. FASTENERS TO BE #12 X 3/4" OR GREATER SAE GRADE 5 UNLESS NOTED OTHERWISE. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND, CARBON STEEL ONLY, INSTALLED TO 3000 PSI MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 6. ALL STEEL CUPS SHALL BE ASTM A283 STEEL (GRADE D) WITH Fy=33 KSI OR BETTER. ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION. G90-RATED COATING REQUIRED FOR ALL COASTAL INSTALLATIONS. 7. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4" MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE. 8. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 9. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 10. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 11. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 12. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 13. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE Vult WIND SPEEDS USED IN THIS APPROVAL, SEE SECTION 26.7.3 OF ASCE 7-10. FRANK L. BENNARDO, P.E. --•IFFEQ046549 PERMIT#: Miami APPROVED Shores Village BY DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITHALLFEDERAL STATE AND COUNTY RULES AND REGULATIONS • • • • _Z Oto wW� oj ztc Q. WW 000000000000 40 4• • LL • I I !Lj • •• Q • • • •• 1J i 2 • • •J • z • O L1J d •••• ••• ••• y� . •••• j� J • _I U. 000000 • U J • Q • • ••:3 c� 1•• gDi• O CL OP tL 4 _ N J 'n w r` U a a z O 2 r U w w X m •• • • 000000 o,i • M fV •••• • . • • J U 7 r, N < -, 7 9 , O N c g 0 Y m CO J o B X J CO CO II 0 U. 1-0 y+E W CO en a : o re , Atli al a = 111 zU le w B .I = o 0 COPYRIGHT FRANK L. BENNARDO P.E. 15-2378 SCALE: N.T.S. PAGE DESCRIPTION: OF •• • •• 08/25/2016 -10: CONNECTION TYPE Cl 1" CUP - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT CONNECTION TYPE C3 2" CLIPS - UTILIZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT ANCHOR SCHEDULE: 1" CLIPS SUBSTRATE DESCRIPTION CONCRETE: (4" THICK MIN, 3000 PSI MIN.) (1)-5/16"0 CARBON STEEL ITW BUILDEX TAPCON, 21/4" FULL EMBED TO CONCRETE, 3Y/e" MIN. EDGE DISTANCE, 33/4" MIN. SPACING TO ANY ADJACENT ANCHOR. ALUMINUM: (0.125" MIN. THICK, 6061 T6 MIN. ALUMINUM) (1)-#14 SAE GRADE 5 SHEET METAL SCREW TO ALUMINUM, PROVIDE (5) PITCHES MIN. PAST THREAD PLANE STEEL: (0.125" MIN. THICK, 33 KSI MIN. STEEL) (1)-#14 SAE GRADE 5 SHEET METAL SCREW TO STEEL, PROVIDE (5) PITCHES MIN. PAST THREAD PLANE CONNECTION TYPE C2 1" CLIP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT CONNECTION TYPE C4 2" CLIPS SUBSTRATE DESCRIPTION CONCRETE: (4" THICK MIN, 3000 PSI MIN.) (1)-5/16"0 CARBON STEEL ITW BUILDEX TAPCON, 2Y/4" FULL EMBED TO CONCRETE, 3'/e" MIN. EDGE DISTANCE, 33/4" MIN. SPACING TO ANY ADJACENT ANCHOR. ALUMINUM: (0.125" MIN. THICK, 6061-T6 MIN. ALUMINUM) (2)-#14 SAE GRADE 5 SHEET METAL SCREWS TO ALUMINUM, PROVIDE (5) PITCHES MIN. PAST • THREAD PLANE • • STEEL: (0.125" MIN. THICK, 33 KSI MIN. STEEL) •• •• (2)-#14 SAE GRADE 5 SHEET METAL SCREWS i0• STEEL, PROVIDE (5) • • PITCHES MIN. PAST • • • THREAD PLANE • • • ••• 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 3. SEE DETAILS ON SHEET 3 FOR ANCHORS ATTACHING TO MECHANICAL UNIT. 2" CLIPS - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT 6" MAX CLIP OFFSET UNIT WIDTH CUP PAIR SPACING 3" TYP CLIP -CLIP SPACING UTILIZE (4) CLIPS EA SIDE OF UNIT FOR A TOTAL OF (8) PER UNIT u_ 6" MAX CUP OFFSET MECHANICAL UNIT PER SEPARATE CERTIFICATION ALTERNATE (8) CLIP DETAIL N.T.S. - PLAN VIEW THIS DETAIL MAY BE USED AS AN ALTERNATE GEOMETRIC, PATTERN FOR ALL CONNECTION TYPES THAT UTILIZE (2) CLIPS AT EACH CORNER FOR A TOTAL OF (8) CLIPS PER UNIT. • • • 1I • • • • • • •• • • 0i • M N • v I J c. 0 a •w 4• w 0 a Z J • 0 < Z z 0 E x U 0 w • w x U m w COPYRIGHT FRANK L BENNARDO P.E. 15-2378 SCALE: N.T.S. PAGE DESCRIPTION: OF 3 • • • • •••••• • • • •••• • • •••• ••••• •• • ••••• • • •••• • a a, 08/25/2016 - 10:12am 0.068" THICK ASTM A283 STEEL, TYP. (3)-#12 SAE GRADE 5 SHEET METAL SCREWS FOR CLIPS UP TO 5" LONG. UTILIZE (5)-#12 SHEET METAL SCREWS FOR CUPS LONGER THAN 5", TYP. N ri 0.75" 0.19" 0.375" TYP. *FOR ANY CLIP LONGER THAN 10" UTILIZE (5)-#12 SAE GRADE 5 SHEET METAL SCREWS, TYP. V "0 HOLE, WITH ANCHOR FROM 1" CLIP ANCHOR SCHEDULE, TYP. 1" CLIP ISOMETRIC DETAIL N.T.S. 0.072" OR 0.113" THICK ASTM A283 STEEL, TYP. 0.125" in N 0.75" FACTORY -MILLED V" O HOLES; UTILIZE (1) OR (2) ANCHORS FROM 2" CLIP ANCHOR SCHEDULE, TYP. 0.50" 2" CLIP ISOMETRIC DETAIL 4",6",8" MAX (OTHER DIMENSIONS SIMILAR) (3)-#12 SAE GRADE 5 SHEET METAL SCREWS FOR CUPS 4" LONG. UTILIZE (4)-#12 SHEET METAL SCREWS FOR CLIPS LONGER THAN 4", TYP. 1/4"0 HOLES, NOT TO BE USED FOR ANCHORS, TYP. .375" \>0.50" 0.50" N.T.S. ISOMETRIC ISOMETRIC MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH Fty=30 KSI, 0.125" MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE ASTM A653 Fy=33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t=0.0299"). 0.068" THICK ASTM A283 STEEL CLIP, TYP. BASE OF UNIT SHALL BE FLUSH WITH BASE OF CLIP, NO SPACE PERMITTED, TYP. (3)-#12 SAE GRADE 5 SHEET METAL SCREWS FOR CLIPS UP TO 5" LONG. UTILIZE (5)-#12 SHEET METAL SCREWS FOR CLIPS LONGER THAN 5". PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. 1" TIE -DOWN CLIP ANCHOR DETAIL ANCHOR PER ANCHOR SCHEDULE SUBSTRATE PER ANCHOR SCHEDULE (VARIES) ' = 1'-0" DETAIL CUP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH Fty=30 KSI, 0.125" MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE ASTM A653 Fy=33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t=0.0299"). 0.072" OR 0.113" THICK ASTM A283 STEEL CUP, TYP. BASE OF UNIT SHALL BE FLUSH WITH BASE OF CLIP, NO SPACE PERMITTED, TYP. (3)-#12 SAE GRADE 5 SHEET METAL SCREWS FOR CUPS 4" LONG. UTILIZE (4)-#12 SHEET METAL SCREWS FOR CLIPS LONGER THAN 4". PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. 2" TIE -DOWN CLIP ANCHOR DETAIL (1) OR (2)ANCHORS PER ANCHOR SCHEDULE SUBSTRATE PER ANCHOR SCHEDULE (VARIES) ' = 1'-0" DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. • ••• •••: ••• • ••• • • • • • •• • ••••4 • • • i • • •• 0 — ® Ou) W WW _ZEE o a WW LU 1:ingoo • • • ••• • • • • U ••• •11 : • • . • Q �- +w•• H Q o '• I^n Q lnm Z n o w w 0 0 a CL m ••• • • •• • •� J 0 z 0 0 J w w N z J 0 z 0 w of M N JI Ll J a• 0 0 a v 0 z 0 p 0 w I- In 0 m COPYRIGHT FRANK L BENNARDO P.E. 15-2378 SCALE: N.T.S. PAGE DESCRIPTION: OF 3 0/ •.•••• •• • • • i 000000 • ••••• • • ••••• •• • • • 0 m LL 0 N 0 M J LL m 0 0. U) LL a 0 H a c0 rn m N 0 J LL U_ U co iN 08/25/2016-10:12am TABLE 1: Vult=175 MPH, EXPOSURE C (FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE*) ALLOWABLE ROOF -TOP HEIGHT(H) TIE Cl -DOWN CONFIGURATION C2 TYPE C3 C4 MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FT2 24" MAX 12" MIN N/A AT GRADE ` AT GRADE H 5 200 FT 9 FT2 32" MAX 15" MIN N/A AT GRADE AT GRADE H <_ 60 FT 4FT2 48" MAX 24" MIN AT GRADE H5200FT H530FT H5200FT 6 FT2 AT GRADE H<_40FT AT GRADE H<_200FT 9 FT2 N/A AT GRADE AT GRADE H <_ 160 FT 12 FT2 N/A AT GRADE AT GRADE H 5 40 FT 16 FT2 N/A AT GRADE N/A AT GRADE 20 FT2 60" MAX 48" MIN N/A AT GRADE N/A AT GRADE 25 FT2 N/A AT GRADE N/A AT GRADE 30 FT2 N/A N/A N/A AT GRADE 36 FT2 ` N/A N/A N/A AT GRADE *THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND MIAMI-DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 3 : Vult=170 MPH, EXPOSURE C (FOR USE WITH A RISK CATEGORY II STRUCTURE*) Cl ALLOWABLE ROOF -TOP HEIGHT (H) C4 TIE -DOWN CONFIGURATION C2 TYPE C3 MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FT2 24" MAX 12" MIN N/A H 5200 FT AT GRADE 60FT<H5160FT H <_ 200 FT 9 FT2 32" MAX 15" MIN N/A H 515 FT 60FT<H5200FT AT GRADE H <_ 200 FT 4FT2 48" MAX 24" MIN AT GRADE 60 FT < H 5 200 FT H5200FT H<_200FT H5200FT 6 FT2 AT GRADE H 5 200 FT H <_ 40 FT 60 FT < H 5 200 FT H <_ 200 FT 9 FT2 N/A H 5200 FT AT GRADE 60FT<H580FT H <_ 200 FT 12 FT2 N/A AT GRADE 60FT<H5200FT N/A H <_ 200 FT 16 FT2 N/A AT GRADE N/A H 5 200 FT - 20 FT2 60" MAX 48" MIN N/A AT GRADE N/A H 5 200 FT 25 FT2 N/A N/A N/A H 5 30 FT 60FT<H5200FT 30 FT2 N/A N/A N/A AT GRADE 60FT<H5180FT 36 FT2 N/A N/A N/A AT GRADE *AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 2 : Vult=175 MPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE*) ALLOWABLE ROOF -TOP HEIGHT (H) TIE Cl -DOWN CONFIGURATION C2 TYPE C3 C4 MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FT2 24" MAX 12" MIN N/A AT GRADE AT GRADE H 5 200 FT 9 FT2 32" MAX 15" MIN N/A AT GRADE N/A H 5 30 FT '4 FT2 48" MAX 24" MIN AT GRADE H <_ 200 FT AT GRADE H 5 200 FT 6FT2 N/A H<_15FT AT GRADE H<_200FT 9 FT2 N/A AT GRADE AT GRADE H 5 80 FT 12 FT2 N/A AT GRADE N/A AT GRADE 16 FT2 N/A AT GRADE N/A AT GRADE 20 FT2 60" MAX 48" MIN N/A AT GRADE N/A AT GRADE 25 FT2 N/A N/A N/A AT GRADE 30 FT2 N/A N/A N/A AT GRADE 36 FT2 N/A N/A N/A AT GRADE *THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND MIAMI-DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 4 : Vult=170 MPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY II STRUCTURE*) Cl ALLOWABLE ROOF -TOP HEIGHT (H) C4 TIE -DOWN CONFIGURATION C2 TYPE C3 MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FT2 24" MAX 12" MIN N/A H 5 200 FT AT GRADE 60FT<H580FT H <_ 200 FT 9 FT2 32" MAX 15" MIN N/A AT GRADE 60FT<H5200FT N/A H 5 200 FT 4 FT2 48" MAX 24" MIN AT GRADE 60FT<H5100FT H <_ 200 FT H <_ 200 FT H <_ 200 FT 6 FT2 N/A H 5 200 FT H <_ 15 FT 60 FT < H 5200 FT H 5 200 FT 9 FT2 N/A H <_ 15 FT 60 FT°< H <_ 200 FT AT GRADE H 5200 FT 12 FT2 N/A AT GRADE 60FT<H<_120FT N/A H <_ 200 FT 16 FT2 N/A N/A N/A H 540 FT 60FT<H5200FT 20 FT2 60" MAX 48" MIN N/A AT GRADE N/A 60 FT < H 5 200 FT 25 FT2 N/A N/A N/A AT GRADE 60 FT < H 5 200 FT 30 FT2 N/A N/A N/A AT GRADE 60FT<H5100FT 36 FT2 N/A N/A N/A AT GRADE *AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. • • •.1 • • • • • • ••• •• • • • I • •• •••• • • • • • •• FRANK L. BENNARDO, P.E. 49 08/25% _ 01 U rcz®^ LLVJ Wu) WW Oil WW z 4.0 N m O o 0 # M > M M - wJ--O O W U u z a+ a - w = X Q Q a U< a .0 CD W O� O o s N . I J U2 0ls$• z to w -68 • .• I• • ` •`i • • • •z • • .21 . • •z O rC O z U -. ..•�, I Q ~ V)c w .. L.11 o a m .•• I COPYRIGHT FRANK L BENNARDO P.E. 15-2378' SCALE: N.T.S. ( PAGE DESCRIPTION: OF 5 •••••• .• •••••• • • • :••••• • ••••• • • • • • • ••••• • • ••••• ••••OO • TABLE 5 : Vult=140 MPH, EXPOSURE B (FOR USE WITH A RISK CATEGORY II STRUCTURES) Cl ALLOWABLE ROOF -TOP HEIGHT (H) C4 TIE -DOWN CONFIGURATION C2 TYPE C3 MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FT2 24" MAX 12" MIN H 5 15 FT 60FT<H5120FT H <_ 200 FT H <_ 200 FT H 5 200 FT 9 FT2 32" MAX 15" MIN AT GRADE •i <_ 200 FT H <_ 200 FT H 5 200 FT 4FT2 48" MAX 24" MIN H5200FT H<_200FT H5200FT H5200FT 6 FT2 H S 40 FT 60FT<H5200FT H 5 200 FT H 5 200 FT H 5 200 FT 9 Fr AT GRADE 60FT<H580FT H _< 200 FT H <_ 200 FT H 5 200 FT 12 FT2 AT GRADE H 5 200 FT H <_ 40 FT 60 FT < H < 200 FT H <_ 200 FT 16FT2 N/A H5200FT H515FT 60 FT < H 5 100 FT H<_200FT 20 FT2 60" MAX -48" MIN N/A H<_200FT H515FT 60FT<H5180FT H5200FT 25 FT2 N/A H 5 40 FT 60FT<H5200FT AT GRADE 60FT<H580FT H <_ 200 FT 30 FT2 N/A H 5 15 FT 60FT<H5160FT AT GRADE H 5 200 FT 36 FT2 N/A AT GRADE 60FT<H580FT AT GRADE H 5 200 FT *AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN BREVARD COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 7 : Vult=140 MPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY II STRUCTURES) TABLE 6 : Vult=140 MPH, EXPOSURE C (FOR USE WITH A RISK CATEGORY II STRUCTURE* Cl ALLOWABLE ROOF -TOP HEIGHT (H) C4 TIE -DOWN CONFIGURATION C2 TYPE C3 MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FT2 24" MAX 12" MIN AT GRADE H <_ 200 FT H <_ 200 FT H <_ 200 FT 9 FT2 32" MAX 15" MIN N/A H <_ 200 FT H 5 15 FT 60FT<H5200FT H <_ 200 FT 4FT2 48" MAX 24" MIN H5200FT H5200FT H5200FT H5200FT 6 FT2 AT GRADE 60FT<H5180FT H <_ 200 FT H <_ 200 FT H 5 200 FT 9 FT2 AT GRADE H _< 200 FT H <_ 40 FT 60 FT < H <_ 200 FT H <_ 200 FT 12 FT2 N/A H <_ 200 FT AT 60 FT < HRS 1D40 E FT H <_ 200 FT •' •I 16FT2 N/A H515FT 60FT<H5200FT AT GRADE H5200FT •• • 20 FT2 60" MAX 48" MIN N/A H 5 30 FT 60FT<H<_200FT AT GRADE H <_ 200 FT ' • •• 25 FT2 N/A AT GRADE 60FT<H5140FT AT GRADE H <_ 200 FT • • • 30 FT2 N/A AT GRADE N/A • H <_ 200 FT• • • 36 FT2 N/A AT GRADE N/A H 5 30 FT 60FT<H5200FT Cl ALLOWABLE ROOF -TOP HEIGHT (H) C4 TIE -DOWN CONFIGURATION C2 TYPE C3 MAXIMUM SURFACE AREA OF UNITS LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FT2 24'; MAX 12" MIN N/A H <_ 200 FT H <_ 30 FT 60FT<H5200FT H <_ 200 FT 9 FT2 32" MAX 15" MIN N/A H <_ 200 FT AT GRADE 60FT<H5140FT H 5 200 FT 4 FT2 48" MAX 24" MIN H 5 40 FT 60FT<H5200FT H <_ 200 FT H <_ 200 FT H 5 200 FT 6FT2 AT 60FT<HRS1D00FT H5200FT H5200FT H5200FT 9 FT2 N/A H 5 200 FT H <_ 15 FT 60 FT < H 5 200 FT H 5 200 FT 12 FT2 N/A H <_ 40 FT 60FT<H5200FT AT GRADE 60FT<H580FT H <_ 200 FT 16 FT2 N/A AT GRADE 60FT<H5200FT N/A H <_ 200 FT 20 FT2 60" MAX 48" MIN N/A AT GRADE 60FT<H5200FT AT GRADE H <_ 200 FT 25 FT2 N/A AT GRADE 60FT<H580FT N/A H 5 200 FT 30 FT2 N/A N/A N/A H <_ 40 FT 60FT<H5200FT 36 FT2 N/A N/A N/A AT GRADE 60 FT < H 5 200 FT 8/2572.01 U Pi]LL Wo) WW _ZEE 00. 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