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MC-16-3223Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 mit Permit NO. NC -11-16-3223 Permit Type: Mechanical - Residential Work Classification: A/C Replacement Permit<Status: APPROVED Issue Date: 12/6/2016 Expiration: 06/04/2017 Parcel Number Applicant 67 NW 92 Street Miami Shores, FL 1131010170140 Block: Lot: VERO HOMES LLC Owner Information Address Phone Cell VERO HOMES LLC 701 BRIECKELL AVE MIAMI FL 33131- (305)902-4660 701 BRIECKELL AVE MIAMI FL 33131- Contractor(s) Phone CeII Phone ALL YEAR COOLING & HEATING INC (954)566-4644 Valuation: Total Sq Feet: $ 6,500.00 0 Tons: 4 Additional Info: AC CHANGE OUT OF A YORK UNIT. Classification: Residential Approved: In Review Comments: Date Denied: Scanning: 3 Date Approved:: In Review Type of Work: AC CHANGE OUT OF A YORK UNIT. Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.20 $3.41 $3.41 $1.40 $227.50 $9.00 $5.60 $254.52 Pay Date Invoice # 11/28/2016 12/06/2016 Pay Type MC -11-16-62184 Check #: 013305 $ 50.00 $ 204.52 Check #: 015122 $ 204.52 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Final Review Mechanical In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin ore, I authorize the above-named contractor to do the work stated. December 06, 2016 Authorized Signature: Own / Applicant / Contractor / Agent Building Depart nt Copy Date December 06, 2016 1 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC 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 RECEIVED N1V 2 82016 BY. FBC 2014 Master Permit No.MQ-/ V •3 2 'v Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL PLUMBING El MECHANICAL El PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 67 NW 92 ST City: Miami Shores Folio/Parcel#: 11-3101-017-0140 County: Occupancy Type: Load: Construction Type: Miami Dade Zip: 33150 Is the Building Historically Designated: Yes NO OWNER: Name (Fee Simple Titleholder): VERO HOMES LLC Address: 67 NW 92 ST Flood Zone: BFE: FFE: Phone#: City: MIAMIState: FL Zip: 33150 Tenant/Lessee Name: Email: Phone#: CONTRACTOR: Company Name: ALL YEAR COOLING Phone#: 954-566-4644 Address: 1345 NE 4TH AVE City: FORT LAUDERDALE State: FL Zip: 33304 Qualifier Name: GRETA B SMITH Phone#: State Certification or Registration #: CAC058160 Certificate of Competency #: CMC511 DESIGNER: Architect/Engineer: Phone#: Address:City: State: Zip: Value of Work for this Permit: $ 6500 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace n Demolition Description of Work: AC CHANGE OUT OF A YORK UNIT Specify color of color thru tile: Submittal Fee $ 1.1 . W Permit Fee $ 1--2,1 4 CCF $ CO/CC $ P Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revi sed02/ 24/2014) 0 0 mg. , Banding 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 ail work will be performed to meet the standards of all laws regulating construction in thls Jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. iF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise In good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the Job site for the first Inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this �6 day N IMO ry1 /Y ,20 /L .,by -fie (47.Y.a)Ci ( CAM who Is personally known to me or who has produced }'r" • as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: CONTRACTOR The foregoing instrument was acknowledged before me this .2.3 day of _ ct _ me or who has produced identification and who did take an oath. NOTARY PUBLIC: 'lG 0 3 ,.20 __ .by as ******** Veronica Pineda NOTARY PUBLIC STATE OF FLORIDA omrn# x*94391« xpi(es 121ib/20'AJ*« Sign: e6OE QtpiB®1WWQD 1�tN s 1 gi•QL 'at a000ivO 1�a►11d;'tia • *17,a dd C %J.LIM'e A 10 �� � � yz�ec� ad li itit?ICSIWWdD i+W sy -1�INd sn ! 8llxlwia APPROVED BY f Rn ,Icnrin7I74I7 1 al P * * * aminer Zoning Structural Review Clerk 11/22/2016 Property Search Application - Miami -Dade County When buying real estate property, you should not assume that property taxes will remain the same. Whenever there is a change in ownership, the assessed value of the property may reset to full IMPORTANT market value. which could result in higher property taxes. Please use our Tax Estimator to approximate your new property taxes. MESSAGE The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collectors website directly for additional information. Address Owner Name Folio SEARCH: 67 NW 92 Back to Search Results PROPERTY INFORMATION Folio: 11-3101-017-0140 Sub -Division: CANADAY EXTENSION Property Address 67 NW 92 ST Miami Shores, FL 33150-2226 Owner VERO HOMES LLC Mailing Address 701 BRICKELL AVE STE 1550 MIAMI, FL 33131 Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY 1 UNIT Beds I Baths / Half Floors Living Units Actual Area Living Area Adjusted Area Lot Size Year Built 5/3/0 2.644 Sq.Ft 7,500 Sq.Ft 1940 Suite Map View w Layers http://www.miamidade.gov/propertysearch/#/ 1/3 Detail by Entity Name Florida Department of State r"' r org Department ofState / Division of Corporations / Search Records / Detail By „Document Number / Page 1 of 1 DIVISION OF CORPORATIONS Detail by Entity Name Foreign Limited Liability Company VERO HOMES, LLC Filing Information Document Number M16000001730 FEI/EIN Number NONE Date Filed 02/29/2016 State NV Status ACTIVE Principal Address 701 BRICKELL AVE., SUITE 1550 MIAMI, FL 33131 Mailing Address 701 BRICKELL AVE., SUITE 1550 MIAMI, FL 33131 Registered Agent Name & Address DE LA CANAL, HECTOR S 701 BRICKELL AVE., SUITE 1550 MIAMI, FL 33131 Authorized Person(s) Detail Name & Address Title MGR DE LA CANAL, HECTOR S 701 BRICKELL AVE., SUITE 1550 MIAMI, FL 33131 Annual Reports No Annual Reports Filed Document Images 02/29/2016 --Foreign Limited View image in PDF format Honda Department of State, Division of Corporations http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entit... 11/22/2016 -7 Over 150,000 Installations & Counting! d Quick Installations d Top Notch Crew & Installers Since 1973 We hereby submit specifications for. "KrEquipment Installation 41:1 -Indoor Air Quality 0 Other CaII Us (954) 566-4644 Contact Us info@allyearac.com AIIYearCooling.com 0 Estimate C Y -- g30,5 /J 23 All Year Coding will funash alt parts, tabor. and equipment necessary to facilitate the servke checked above in accordance with the conditions and specifications listed In this contract. Does not Include electrical upgrade unless stated. PURCHASER'S INFORMATION Name Or,C7 Address _. 7 -- -�✓ — ,n.. sig �_Z/Sell City�jrLs] / sf`LD �2�- ^./ Ii St -ate ._ Zip ?q) . -SCD A.S 2 212. Home Phone Email j Lam. x= ` 2_ Referred By _ ❑ I would like to receive new, updates, offers, and promotions via SMS text messaging. Message from the President Hi, my name is Tommy Smith, President of All Year Cooling. All Year Cooling is a family business founded in 1973. Since day one customerservice has been our#1 priority! Please feel free to email me at talk2tommy@aycair.com or text my cellphone at 954-610-6620. NEW EQUIPMENT 2 Split System ❑ Package Unit ❑ Heat Pump .if Straight Cool ❑ Horizontal Application ❑ Other WIRING Er Electrical Heat 'Air Handler Breaker Wire Size I -Li # Of Systems ❑ Use Existing Breaker 0 Replace Breaker 0 Attic 0 New Breaker _--� Brand Z' Vertical Application f (2rCondenser Breaker Wire Size 0 Use Existing Breaker 0 Replace Breaker 0 New Breaker ______ —_-____ Brand Electrical Disconnect Box: 122rovided by All Year Cooling p Existing Electrical to Code 1 2 3 MODEL SEER • 47m NWC-Y)-71 yorlf OTHER O New Condensation Pump Pan: 0 Auxiliary 0 Primary ❑ Second altefrigerant Copper Liquid Line, In -Line Float Switch ❑ Auxiliary Float Safety Switch r 2 Type of Thermostat (Specific) <3/ 7(6-4_792.—_ _ Weather Resistant Vibration, Isolation Pads O 1 Year 1 Visit Maintenance Agreement ❑ 5 Year Extended Warranty ❑ 10 Year Extended Warranty CONDENSATION &`COPPER PIPING Liabilities and Workers' Comp for Our Work ❑ Extend Slab Performed with Existing Codes ,Mounting Hardware of Stand for Air Handler Hurricane Code Strapping ig New Slab Crane/Genie Lift 'frigerard Copper Suction Line ith Insulation, Size —__ Le_th of Run '7' r Existing Copper e Refrigerant Line Cover ,8`Compressor _,j2 _ Years 'Condenser _1p__ Years Evap. Coil _ 10 Years 1 Year Warranty by All Year Cooling on work performed, and manufacturer's warranty on equipment unless otherwise stated below, Labor provided by seller in this period is Monday through Sunday. ,g -tabor 1 - Years Parts__ f0 Years INVESTMENT BREAKDOWN DETAILS OF WORK PERFORMED Subtotal Utility Rebate Man. Rebate Mist Credits Total Investments Extended Warranty Balance Due $_Z -S15, $ $ $ $ 912j .GY° gBl /ff/Ii- 2 .9 $--------- $ — $ ------ $ A.500. cp_ TERMS: Any finandng must be arranged 24 hours prior to starting any work. Balance Due to Technician Upon Completion of lob. ///0 All Ye r Coding Representative Signature Date /fP"(3c-ra ,4fi C'2/2r/ I/71 / z4Gc, c�v "--9 r 01A/nee-- On Call Box 0 Yes 0 No Form of Payment ❑,Cash 0 Check 0 CC 0 Finance Custo ///2///i Scanned by CamScanner STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 SMITH, GRETA B ALL YEAR COOLING & HEATING INC 1345 NE 4TH AVE FORT LAUDERDALE FL 33304 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 day we 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 (850) 487-1395 STATE OF FLORIDA DEPARTMENT'QF„BUSINESS AND PROFESSICAAAL REGULATION CAC058160 '_f,.' ISSUED.t'08/09/2016 CERTIFIED AIR0� SMITH, GRETA`B�;'.. ALL YEAR COOLING & FEA GAG IS CERTIFIED under the provisions of Ch.489 FS. Expiration date : AUG 31, 2018. L1600090001560 DETACH HERE KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CAC058160 The CLASS B AIR CONDITIONING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2018 SMITH, GRETA-B' - _ :u':} ALL YEAR COOLING &,H 1345 NE 4TH AVE -- FORT LAUDERDALE; MFL_33304 • Eintr k4u1 YMILMirg:reiE tZ!iTMIUPSSGITe's7tCllffiltilarigss'rhe?tIWOR.'i IMISMaU.OL',L3EMMIE ' xY' TeMelitiir:Trsti'1Aiil„(5:2[L4MEIZ£ifi?A?_'P:5ft;3'SdT4i9&f • • tl� BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2Q16 THROUGH SEPTEMBER 30, 2017 DBA: Business Name; ALL YEAR COOLING & HEATING Owner Name: GRETA B SMITH Business Location: 1345 NE 4 AVE FT LAUDERDALE Business Phone: 954-566-4644 Rooms Seats Employees 1 Receipt #:H4730 EAT NC /AIRCONDITION CONTRAc Business Type: Business Opened:10/01/2014 State/County/Cert/Reg:cAC058160 Exemption Code: Machines Professionals For Vending Business Only Number of Machines: Vending Typo: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: ALL YEAR COOLING & HEATING 1345 NE 4 AVE FORT LAUDERDALE, FL 33304 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. Receipt #WWW -15-00138458 Paid 07/12/2016 27.00 2016 - 2017 r1Ta;.ert iSeMu'l�'G.'fr.Mir..1e7�?'EMEi& .ismirrcai ;rar.:=5=5..EMoZ227Mtinim t't ft7;? t17 77,72 s-�. -, .s?���i'7.rri„�u..�,r'�a.t:�152:::1S-1E.7m4t;r';x37.irrr'Smi 11-28-16;03:49PM; Client*: 89031 ALLYE ACORD,. CERTIFICATE OF LIABILITY INSURANCE BATE(MM/DD/YYYY) 17J31/2015 TYPO OF INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A REPRESENTATIVE OR PRODUCER. AND THE CERTIFICATE HOLDER. CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS OR ALTER THE COVERAGE AFFORDED BY THE POLICIES CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED must bo ondorsod. If SUBROGATION IS WAIVED, subject to A statement on this cortlflcato dons not confer rights to tho POLICY NUMBER IMPORTANT: If tho cortlficate holder is an ADDITIONAL INSURED, the p011cy(Ies) tho torms and conditions of tho policy, cortain polIclos may require an ondorsomont cortlficato holdor In Ilou of such endorsomont(s). PRODUCER Adva'nced'Insurance-Und. _-....---�...___._-___ 3250 N. 29th Ave Hollywood, FL 33020 em' Certificate Department —'--- A e AX...._._ (tuC, No, Ext): 954.416-9780 (A/C, No); 95it=963=9776' " DSS: Certificateofinsurance@advancodins.com ADRE x INSURER(S) AFFORDING COVERAGE NAIC N 12/31/201. INSURER A: Indian Harbor Insurance Company 36940 HGOECCCQURRRENCE PREMISES{Eeoecurrence) INSURED All Year Cooling & Heating Inc 3530 Windmill Ranch Road Weston, FL 33331-1031 INSURER S:Technology Insurance Company 42376 MEDEXP(Ar_lyone perSdn) INSURER C: X B1/PD Ded:50,000 INSURER D: Si 000 000 INSURER E : GENERAL AGGREGATE $2,000,000 INSURER f : PRODUCTS .COMP/OP AGG 52,000,000 CERTIFICATE NUMBER: • THIS 15 TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDINt3 ANY REQUIREMENT, TERM QR 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. LTR TYPO OF INSURANCE ADDLSUER INSR WVD POLICY NUMBER POLIOy @@ (MM/DDICMIA Ppp��I Y£XP ID VYVYY) LIMITS A GENERALUADILITY X COMMERCIAL GENERAL LIABILITY X x ESG300o65501 12/31/2015 12/31/201. EAACMH 51,000,000 HGOECCCQURRRENCE PREMISES{Eeoecurrence) s50,000 I CLJMS.MADE In OCCUR MEDEXP(Ar_lyone perSdn) sExcluded X B1/PD Ded:50,000 PERSONAL BADV INJURY Si 000 000 GENERAL AGGREGATE $2,000,000 GENLAGGREGATE LIMnAPPLIES PER: POLICY X PRO • LOC PRODUCTS .COMP/OP AGG 52,000,000 S AUTOMOBILE — _ UABILnY ANY AUTO AUTOS�E0 HIRED AUTOS _ AUTOSLED AUTNoN-OOSW COMBINED SINGLE LIMIT (Ee eeeldenh BODILY INJURY (Per person) -; S BODILY INJURY (Pereeedenl) 5 PRMAGE— Perr8eddentUtlent S S UMBRELLA LIAR EXCESS UAB ___ OCCUR CLAIMS -MADE EACH OCCURRENCE S AGGREGATE 5 OED RETENTION S 5 B WORKERS COMPENSATION AND EM�P�LOYERS• LIABILITY OFFIANY CER/MEMBER EEXRCLUOEEO? ECUTiVE (Myyoens �t NH) DESG�RIPTI0N QF OPERATIONS below N /A TWC3522372 01/01/2016 01/01/201 X IwCSTATU- I IFP - TORY LIMITS E.L. EACH ACCIDENT 51,000,000 5,1., DISEASE . EA EMPLOYEE $1,000,000 E.L DISEASE. POLICY LIMIT 51 000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, l► mora cameo Is required) Named Insured: All Yoar Cooling & Heating Inc; Tom Tom Realty Holdings, Inc.; All Yoar Electric Inc. As respects General Liability, If requirod by prior written signed contract, certificate holder Is additionally Insured for both ongoing and completed operations, this insurance Is primary and non contributory, and a waiver of subrogation applies. ,seers t.ATe u.., w.... CANCELLATION Village of Miami Shores 10050 NE 2 Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE Ac/canc4z7G csi,r<u cca. C ®1988.2010 ACORD CORPORATION. All rights rosorvod. ACORD 25 (2010/05) 1 of 1 Tho ACORD namo and logo are registered marks of ACORD #S1322459/M1322335 CFA RECEINrK;,_.i1 OV282016 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�t�v%t be on itiovolata sheet. Multiple units on single sheets are not acceptable. •• •... ..• Job Address (where the work is being done): '....' : '..' City: Miami Shores Village County: Miami Dade Zip Code: 3'3150: .. .. .. . .. . . . . • ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRRTt tLAB...:. ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION: • • •• • •••• A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS ARI (AHRI) DATA SHEET REQUIRED Change Disconnecting means: YES ❑ NO ® ARHI Sheet Attached: YES ® NO ❑ Contract Attached: YES . • . • . . UNIT BEING REPLACED DATA NEW UNIT YORK MANUFACTURER YORK YCJF48S AHU or PKG. UNIT MODEL # AE48CX21 AHV60 COND. UNIT MODEL # YCG48B21 10 KW HEAT to 4 NOM TONS 4 AHU 60 CU 45 PKG 1) M.C.A AHU6O CU 45 PKG AHU 60 CU 45 PKG 2) M.O.P AHU 60 CU 45 PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT / / PKG UNIT 1 / 16.25 EER/SEER 16.25 YES NO X REPLACING DUCTS YES NO A YES NO x REPLACING THERMOSTAT YES NO X YES NO X NEW 4"CONCRETE SLAB YES NO X YES NO X NEW ROOF STAND YES NQ \ ka-Cr YES NO X NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): A/H: 6 C/U: 8 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3. Voltage of Circuit (208/240/480): 280/230 4. Size Disconnecting Means: Contractor's Company Name: ,ALL YEAR COOLING Phone: 954-566-4644 State Certificate or Registration N. CACA085160 Certificate of Competency N. CMC511 Signature (Qualifier's signature ly) Date: 10 21 6RTlFIED® www.ahrld rector .o g This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2016. Cerificate of Product Ratings AHRI Certified Reference Number: 9100276 Date: 7/26/2016 Product: Split System: Air -Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: YCG48B21 Indoor Unit Model Number: AE48CBC21 Manufacturer: YORK BY JOHNSON CONTROLS Trade/Brand name: YORK • • •••• • • • • • •••• • • •••• •••• •• • • • • • • • ••••• •• •• •••• • •••• ... • • Region: All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LW,XIA', MD, Cllr,.'. MI, MN, MO, MS, MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX, •• • UT, VA, VT, WA, WV, WI, WY, U.S. Territories) • • • Region Note: Central air conditioners manufactured prior to January 1, 2015, are eligible.to be • installed in all regions until June 30, 2016. Beginning July 1, 2016, central air condiiipliel$ •••• can only be installed in region(s) for which they meet the regional efficiency requirement. •..• Series name: LX SERIES • •••. • . • •• • Manufacturer responsible for the rating of this system combination is YORK BY JOHNSON CONTROLS Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air -Conditioning and Air -Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (Btuh): 45500 EER Rating (Cooling): 13.25 SEER Rating (Cooling): 16.25 IEER Rating (Cooling): • Ratings followed by an asterisk (') indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahrldlrectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. CERTIFICATE VERIFICATION The information for the model cited on this certificate can be verified at www.ahridirectory.org, click on "Verify Certificate" link and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which is listed at bottom right. ©2014 Air -Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: : lfi-CONDItI€SNING, HEATIN(. PURIGEPATION 131140319826096195 • • •• • • • • • • • ••• • • • ••• • • •• • •• •• • • •• •• •• • •• • •• • • ••• • • •• • •• • •• •• •• ••• • • • • • ••• [3M P INTERNATIONAL, INC. MECHANfCAL•I;NITJTtEUtIk-abWL.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. • • • • ••• ••• •••_ • •• • • • •• • • • ••• • 7SLB MIN. WEIGHT, /MECHANICAL UNIT PER SEPARATE • • • • LERTIFICATION, TSP. . • • • • • • • • • • • • • , • • • • • • • tCE.NTER OF GRAVITY 11.1‘.- HOST STRUCTURE DESIGN BY OTHERS. SEE DESIGN SCHEDULES FOR ALLOWABLE SUBSTRATES r5EE DESIGN I SCFIEDULE FOR MAXIMUM SURFACE AREA AND DESIGN PRESSURE, TYP. STEEL TIE -DOWN CUPS. SEE DETAIL 1/3 & 2/3 / 3 FOR CUP INFORMATION, TYP. 3" MAX TYP. 3" MAX JAN OSE TYP. .-'��N MECHANICAL UNIT 1 TIE -DOWN ISOMETRIC ISOMETRIC TIE -DOWN CLIP DIRECTIVE EXAMPLE TYPE OF CUP AND NUMBER OF CUPS PER CORNER WILL VARY PER CONNECTION TYPES C1-C4 ON SHEET 2J (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= • VUR=170 MPH, EXPOSURE '8' • 48" TALL x 48" DEEP x 48" WIDE, 100 LB (WEIGHT AS VERIFIED BY OTH155) • INSTALLED TO 3000 PSI MIN CONCRETE WITH (1)-2" CUP 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 Vull-170 MPH, EXPOSURE 'B'. THIS DESIGN CRITERIA CORRESPONDS TO TABLE 5 3 DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO BE INSTALLED 48"x48"=16FP 4 CHECK MAXIMUM UNIT HEIGHT RESTRICTION THIS UNIT 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 ISA 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 15 48" WHICH IS GREATER THAN THE MINIMUM ALLOWABLE WIDTH OF 24" 6 DETERMINE THE ALLOWABLE ROOF -TOP HEIGHT OF THE INSTALLATION THIS UNIT MAY OE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO 15 FT. ADDITIONALLY, THIS UNIT '101 8E INSTALLED ON ROOF -TOP HEIGHTS GREATER THAN 60FT AND LESS THAN 100 FT. SEE (•) ON TABLE 5 FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE FRANK L BENNARDO, P.E. 8 PE0046549 DESIGN NOTES: THIS PRODUCT 1105 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) 560 FT AND SECTION 29.5 FOR ROOF TOP HEIGHTS (H)1.60 FT & SECTION 29.4.1 FOR INSTALLATIONS AT GRADE, (GC,)u,•,•,=3.10 WITHIN THE HVHZ, (GC,),,,,,,,,•, -1.90 OUTSIDE TILE I1511Z, (GCI) =1.5 FOR ALL LOCATIONS (CONCURRENT). ALL OTHER DESIGN VARIABLES ARE IN ACCVYIRDANCE 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 WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & ASCE 7-10. THIS PRODUCT MAY 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 SYSTEM. 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORTS *TEL 019703875 *TEL 019703078 BY TESTING EVALUATION LABORATORIES, INC., NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE 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 RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 5. FASTENERS TO BE *12 X li," 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 CLIPS 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 101501DED. 11. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES 1400 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. TH10 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. 0 rcZrc I rn W W1i:I ZEEa. WW MECHANICAL UNIT STEEL TIE -DOWN CLIPS FBC 5TH EDITION (2014) PRODUCT APPROVAL FL#14239.1 al 4-3 CO'YRIGHT FMKKL BEN SR05P.E. 15-2378 SCALE: N.T.S. 1 PAG! D!SCRYPTION: ida Bldg C Projec MP115- r1" CLIPS �l Z - jpw XVE D 2N ti V, VLJI x 3" MAX 3" MAX TYP, 3" MAX ,A {c TYP. - iA: E51 cl CONNECTION TYPE Cl 1" CLIP - UTILIZE (1) AT EACH CORNER FORA TOTAL OF (4) PER UNIT 1" CLIPS �Ij .—.-.. AL - 3" MAXI \ i •TYP. 3" mai( MA •-TYP. TVP. - .%�•� - /O�' ANCHOR SCHEDULE: 1" CLIPS 2" CLIPS SUBSTRATE DESCRIPTION (1)-5/16"O CARBON STEEL CONCRETE: ITW BUILDEX TAPCON, 2P" FULL EMBED TO (4" THICK MIN, CONCRETE, 35)" MIN, 3000 PSI MIN.) EDGE DISTANCE, 33'.," 5114. SPACING TO ANY ADJACENT ANCHOR. A LUMINUM: LUMI UM (0.125 (1)-0 14 SAE GRADE 5 SHEET METAL SCREW TO THICK, 6061-T6 ALUMINUM, PROVIDE (5) MIN. ALUMINUM) PITCHES MIN. PAST THREAD PLANE STEEL: (1)-4 14 SAE GRADE 5 (0.125" MIN, SHEET METAL SCREW TO THICK, 33 KSI STEEL, PROVIDE (5) MIN. STEEL) PITCHES MIN. PAST THREAD PLANE Ocz CONNECTION TYPE C2 1"CLIP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT s µ, I I 3' MAX 2" CLIPS Pi 1 TYP. 4 3" MAX'„I : . t. �k �, 90- 'P!,=4) -`� 3” MA•--SIp O1� • • • • • -i.• \ ‹.TYP. r��S S •y • • • • • • .• 'k. •• • • • •• ••• •• c3 CONNECTION TYPE C3 2" CI. IPS - UTILIZE (1) AT EACH CORNER FOR•"NFOTRL•O► f4) PCR e0 T • • • • • • • • • • • • • • • • •• •• • • • • • • • • SUBSTRATE DESCRIPTION FRANK L BENNARDO, # PE0046549 CONCRETE: (4" THICK MIN, 3000 PSI MIN.) (1)-5/16"O CARBON STEEL ITW BUILDEX TAPCON, 2y" FULL EMBED TO CONCRETE, 3V." MIN. EDGE DISTANCE, 35" MIN. SPACING TO ANY ADJACENT ANCHOR. ALUMINUM: (0.125" MIN. THICK, 6061-T6 MIN. ALUMINUM) (2)-414 SAE GRADE 5 SHEET METAL SCREWS TO ALUMINUM, PROVIDE (5) PITCHES MIN. PAST THREAD PLANE STEEL: (0.125" MIN. THICK, 33 KSI '11N. STEEL) (2)-P14 SAE GRADE 5 SHEET METAL SCREWS TO 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. { cOI' NECTION TYPE C4 2" CIMS •UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8)_PER UNIT • • •• •• • • •• 6" MAX /----_1 CUP OFFSET r— CLIP PAIR SPACING UNIT WIDTH 6" MAX CLIP OFFSET 3" TYP --i- CUP—CLIP SPACING UTILIZE (4) CLIPS EA SIDE OF UNIT FOR A TOTAL OF (8) PER UNIT JL MECHANICAL UNIT PER SEPARATE CERTIFICATION 03 5 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 EACI1 CORNER FOR A TOTAL OF (8) CLIPS PER UNIT. 0 2 VJ wm WTI Z � ww MECHANICAL UNIT STEEL TIE -DOWN CLIPS FBC 5TH EDITION (2014) PRODUCT APPROVAL FL#14239 0 5 8 ti rc 1 a is COPYRIGHT FRAIL L. DENRN100 P.E 15-2378 SCALE: N.T.S. PAGE DESCRIPTION: LJ • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• 1 • • ••• • • • ••• •• • •• • • • • •• • • • • • •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• •• • • ••• • • • • • ••• FL14239 for 2014 Floods 600 C-Projecl1WP115 2378b - Mr Handler Te0own V: W rojeOs115-2318 Mr Handler sled E 0.068" TI IICK ASTM A283 STEEL, TYP. (3)-#12 SAE GRADE 5 SHEET METAL SCREWS N FOR CLIPS UP TO 5" ,.., LONG. UTILIZE (5)-#12 SHEET METAL SCREWS FOR CLIPS LONGER THAN 5", TYP. 0.19" TYP, 11 • 0.75"-� \ g � '3g„ 0IP 1" CLISOMETRIC DETAIL N.T.S. 0.375" `FOR ANY CLIP • LONCER THAN 1, • • UTII•Zi (5)-#12 LAE •` • GLADE S•SHEET• METAL:CREWS, VP. ••• ••• ••• • • • • • • • • • • • ••• • • • • • • •• • • • 11"f2I HOLE, WITII ANCHOR FROM 1" CLIP ANCHOR SCHEDULE, TIP. 00 0.125" 0.072" OR 0.113" THICK— ASTM A283 STEEL, TYP. a f • • • 1Q d u tr •L • •• R� • • f•• • •• •• • • • • • • • • • • • ••• • (OTHER DIMENSIONS SIMILAR) 0. (3)-#12 SAE A SHEET METALGRSCREWDE5S `t FOR CLIPS 4" LONG. UTILIZE (4)-#12 SHEET —fr.—METAL SCREWS FOR / CLIPS LONGER THAN 4", TYP. 0.75'. FACTORY -MILLED (L"0 HOLES; UTILIZE (1) OR (2) ANCHORS FROM 2" CLIP ANCHOR SCHEDULE, TYP. O2" CLIP 3 N.T.S. (5"O HOLES, NOT TO II BE USED FOR ANCHORS, TYP. 'll .4375" P.00, 4, / 1\" • D50" 0.50" 0.50" ISOMETRIC DETAIL ISOMETRIC ISOMETRIC •• ••w •• • 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 I SFIALL BE ASTM A653 Fy=33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t=0.0299"). 0.068" 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 CLIPS UP TO 5" LONG. UTILIZE (5)-012 SHEET METAL SCREWS FOR CUPS LONGER THAN 5". PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. 1" TIE -DOWN CLIP OANCHOR DETAIL 3 ANCHOR PER ANCHOR SCHEDULE SUBSTRATE PER ANCHOR SCHEDULE (VARIES) CLIP 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 CLIP, TYP. BASE OF UNIT SHALL BE FLUSH WITH BASE OF CLIP, NO SPACE PERMITTED, TYP. DETAIL (3)-#12 SAE GRADE 5 SHEET METAL SCREWS FOR CLIPS 4" i LONG. UTILIZE (4)-#12 SHEET / METAL SCREWS FOR CUPS LONGER THAN 4". PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. (1) OR (2)65040RS PER ANCHOR — 3/8'/ SCHEDULE //. / //2 7,/ //, / / SUBSTRATE PER . j//'. j ANC/10R SCHEDULE (VARIES) „::„/„.• 2" TIE -DOWN CLIP °ANCHOR DETAIL CUP I5 DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. DETAIL FRANK L. 665556DO, PE\ C00096549 4,/17,/2 O Z Wm WI' Zcc 00. wW MECHANICAL UNIT STEEL TIE -DOWN CLIPS FBC 5TH EDITION (2014) PRODUCT APPROVAL FL#14239.1 ,n,53 FUI R EEyy4 H � CO'YBIG4T FRANK L 4068DOP.E. 15-2378 SCALE: N.T.S. 1 PAGE DESCRIPTION: r 2014 Ronda Bldg C-FroI2t11 TABLE 1: Vult=175 MPH, EXPOSURE C (FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE') 'THIS TABLE IS PERMISSIBL F 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_ TABLE3 : vult=170 MPH, EXPOSURE C (FOR USE WITH A RISK CATEGORY 11 STRUCTURE') TABLE 2 : Vult=175 MPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY it 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 FT' 24" MAX 12" MIN N/A AT GRADE AT GRADE H 5 200 FT 9 FT' 32" MAX 15" MIN N/A AT GRADE AT GRADE I-1_ 60 FT 4 ET' 48" MAX 24" MIN Al GRADE H 5 200 FT H <_ 30 FT H <- 200 FT 6 FT' AT GRADE H 5 40 FT AT GRADE H 5 200 FT 9 FT' N/A AT GRADE 1 AT GRADE H < 160 FT 12 FT' N/A Al GRADE AT GRADE _1 H 5 40 FT 16 FT' N/A AT GRADE N/A AT GRADE 20 F1' 60" MAX 48" MIN N/A AT GRADE N/A AT GRADE 25 FT' N/A AT GRADE N/A AT GRADE 30 FT' N/A N/A N/A AT GRADE 36 FT' N/A N/A N/A AT GRADE 'THIS TABLE IS PERMISSIBL F 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_ TABLE3 : vult=170 MPH, EXPOSURE C (FOR USE WITH A RISK CATEGORY 11 STRUCTURE') TABLE 2 : Vult=175 MPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY it STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE") 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. FRANK 0 8E868900, P.E.N 8 PE0006509 0 z_ "m W� W Z Z1< WIIJ 0 C ALLOWABLE ROOF -TOP HEIGHT (H) C4 TIE Cl -DOWN CONFIGURATION TYPE C2 C3 i MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FT' 24" MAX 12" MIN N/A AT GRADE l AT GRADE H 5 200 FT 9 FT' 32" MAX 15" MIN N/A AT GRADE ! N/A 953001 4FT' 48" MAX 24" MIN AT GRADE H<_200 ET I AT GRADE H5.200 FT 6 FT' N/A H515 FT i AT GRADE H5200 FT 9 11' N/A AT GRADE 1 AT GRADE H 5 84 FT 12 FT' N/A AT GRADE l N/A AT GRADE 16 FT' N/A AT GRADE N/A AT GRADE 20 FT' MAX 60"30 48" MIN N/A AT GRADE N/A AT GRADE 25 FT' N/A N/A 1 N/A AT GRADE FT' N/A N/A l N/A AT GRADE 36 FT' N/A N/A I 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. FRANK 0 8E868900, P.E.N 8 PE0006509 0 z_ "m W� W Z Z1< WIIJ 0 C "AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BFEJSED WIjHIN PALM BE,CII COUNO Y. CHECK WIi 1 LOCAL• • AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• TABLE 4 : VuIt=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 FT' 24" MAX 12" MIN N/A 9 < 200 FT AT GRADE 60 FT < H 5 160 FT H 5 200 FT 9 FT' 32" MAX 15" MIN N/A H <_ 15 FT 60 FT< H 5200 FT AT GRADE Hs 200 ET 4 FT' 48" MAX 24" MIN AT GRADE 60 FT<H_200 FT H 0 200E1 Hs 20007 9020000 6 FT' Al GRADE 90_200 FT H<_40 FT 6001<95200FT 95200 FT 9 FT' N/A 1-15 200 FT AT GRADE 60 FT<H080 FT 9020011 12 FT' N/A AT GRADE 60 FT <11 5 200 ET N/A H <_ 200 FT 16 FT' • • • N/A : •• • —. WA • •• • —•--•-- • ••AT:RA1 : •W • • • OAT •RALE • • • •• • • • • • • • :/A •—•'• • w/A • ••• • rH 0 200 FT • 115 200 FT •• 20 FT' 60' MAX 48" MIN 25 FT' N/A N/A N/A H < 30 FT 60 FT<115200 FT 30 FT' ••uu�� fA••• 4j• N/A • ••• AT GRADE 60 F1•< H< 180 FT 36 FT' • • • N/A • • • • N/R • • • • • N/A : •--• ' A•T tRADE "AS AN EXAMPLE, THIS TABLE IS PERMISSIBLE TO BFEJSED WIjHIN PALM BE,CII COUNO Y. CHECK WIi 1 LOCAL• • AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• TABLE 4 : VuIt=170 MPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY II STRUCTURE') "AS AN EXAMPLE, THIS TABLE 15 PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. MECHANICAL UNIT STEEL TIE -DOWN CLIPS FBC STH EDITION (2014) PRODUCT APPROVAL FL#14239.1 9 0 312r i z S CCPYIOG111 !RANK L BENNNW P.E 15-2378 SCALE: N.T.S. PAGE DESCRIPTION: 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 F1' 24" MAX 12' MIN N/A H 0200 FT AT GRADE 60FT<H 080 FT 11 5 200 FT 9 FT' 32" MAX 15" MIN N/A AT GRADE 60FT<44200 FT N/A H 0 200 FT 4 FT' 48" MAX 24" MIN AT GRADE 60 FT <H00100 FT 1-10 200 FT H 5200 FT H 5 200 FT 0 FT' N/A Hs200 FT H515FT 60 FT <94200 FT H<200 FT 9 FT' N/A 9 415 FT 60FT<H 4200 FT AT GRADE H <_ 200 FT 12 FT' N/A AT GRADE 60 FT < H 5120 FT N/A 85200 FT 16 FT' N/A N/A N/A H 5 40 FT 60 FT <115 200 FT 20 FT' 60" MAX N/A AT GRADE N/A II540FT 60FT<H5200 FT 25 FT' N/A N/A N/A AT GRADE 60 FT <H_200 FT 30 FT' 48" MIN N/A N/A N/A AT GRADE 60FT<H5100 FT 36 FT' N/A N/A N/A AT GRADE "AS AN EXAMPLE, THIS TABLE 15 PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. MECHANICAL UNIT STEEL TIE -DOWN CLIPS FBC STH EDITION (2014) PRODUCT APPROVAL FL#14239.1 9 0 312r i z S CCPYIOG111 !RANK L BENNNW P.E 15-2378 SCALE: N.T.S. PAGE DESCRIPTION: • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Update FL142391or 2014 Florida Bldg C -Pr tor 2014 Honda Bldg C-ProjrcllWP'.l5-23780- Air a TABLE 5 : Vult=140 MPH, EXPOSURE B (FOR USE WITH A RISK CATEGORY II STRUCTURE`) • • • • • •• 'A5 AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN 0514ARD COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF TIIIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. • • TABLE 7 : Vult=140 MPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY II STRUCTURE') TABLE 6 : VuIt=140 MPH, EXPOSURE C (FOR USE WI'H A RISK CATEGORY II STRUCTURE') • • • ••• C1 ALLOWABLE R•0E-TOPNEIGHTli(H) • • —;1-1 • • • • ••• • 54 TIE-DSNN CONF • ••• C2 GUOATIOOI YP• •• •• •• , ••• • C3 MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FT' 24" MAX 12" MIN H < 15 FT 60 Ff5_H 5120 FT •1N 20• FT •• • •••• •i < 2C• • • • • • 4111w 200 R• • • 9 FT' 32"MAX S" MIN AT GRADE 6•20: FT: • IF: 20,:w• ••H5200F •} • 4FT' 48" MAX 24" MIN 65200 FT —• • • • 411520.FT• • • • • a'H 5 2dg FT. • • ••F* 2d Pr 6 FT' H44010 60 FT < H 5200 FT 115200 FT H 5 200 FT H520011 9 FT' AT GRADE 60FT<H580 FT 1-15 200 FT 1-15 200 FT H0 200 FT 12 FT' AT GRADE H 5 200 FT H <_ 40 FT 60 FT<H5200 FT 6 5 200 FT 16 F7' N/A H5200 FT H515FT 60 FT < H <_ 10017 65200 FT 20 FT' 60" MAX 48" MIN N/A 60_200 FT 0515 FT 60FT<H5180FT 65200 FT 25 FT' N/A H 5 40 FT 60 FT<H 020017 AT GRADE 6007<110001T H 5 200 FT 30 FT' N/A N/A 6515 FT 60 FT< 14160 FT AT GRADE H<200 FT 30 FT' N/A AT GRADE 60 FT<Fi580 FT AT GRADE H520U F7 'A5 AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN 0514ARD COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF TIIIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. • • TABLE 7 : Vult=140 MPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY II STRUCTURE') TABLE 6 : VuIt=140 MPH, EXPOSURE C (FOR USE WI'H A RISK CATEGORY II STRUCTURE') FRANK L. BENNARDO, 99100<6149 0 Fz FYrn I lJ 01 WW 0 0- W W U z J Q zom oz LL ' 1-1 22 Qh ur m n zm 'R W o0.a zP� FH d MECHANICAL UNIT STEEL TIE -DOWN CLIPS 6 FBC STH EDITION (2014) PRODUCT APPROVAL FL414239.1 CCPYPoG<I FRNRL BENPA00 PE. 15-2378 SCALE: N.T.S. J PAGE DESCRIPTION: OF Cl ALLOWABLE ROOF -TOP HEIGHT (lid CO TIE -DOWN CONFIGURATION C2 TYPE C3 MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FT' 24" MAX 12" MIN AT GRADE H 4 200 FT H 5 200 FT H 5 200 FT 9 FT' 32" MAX 15" MIN N/A H 5200 FT 0 515 FT 60 FT<H_200 FT H 0200 FT 4FT' 48" MAX 24" MIN 4520010 H5200FT H5200 FT H5200 FT 6 FT' AT GRADE 60 FT < H 5180 FT 9420011' 115 200 FT H 5 200 FT 9 FT' AT GRADE H 5_200 FT H540 FT 60 FT< H 5200 FT 65200 FT 12 FT' N/AH < 200 FT ATG RADE 60FT<H5140 FT H 5 200 FT 16 FT' N/A 6515 FT 60 FT< H 5 200 FT AT GRADE 65200 F7 20 FT' 60" MAX 48" MIN N/A H 5 30 FT 60 FT <H 0200 FT AT GRADE 9 < 200 FT 25 FT' N/A AT GRADE 60 FT<H<_ 140 FT AT GRADE 65200 FT 30 FT' N/A AT GRADE N/A 1-15 200 FT 36 FT' N/A AT GRADE N/A H 5 30 FT 60 FT<H 5200 FT FRANK L. BENNARDO, 99100<6149 0 Fz FYrn I lJ 01 WW 0 0- W W U z J Q zom oz LL ' 1-1 22 Qh ur m n zm 'R W o0.a zP� FH d MECHANICAL UNIT STEEL TIE -DOWN CLIPS 6 FBC STH EDITION (2014) PRODUCT APPROVAL FL414239.1 CCPYPoG<I FRNRL BENPA00 PE. 15-2378 SCALE: N.T.S. J PAGE DESCRIPTION: OF Cl ALLOWABI 1 ROOF -TOP HEIGHT (H) C4 TIE -DOWN CONFIGURATION 02 TYPE 03 MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH 6 FT' 24" MAX 12" MIN N/A H 5 200 FT 6 5 30 FT 60 FT< H 0200 FT H 5. 200 FT 9 FT' 32" MAX 15" MIN N/A H5200 FT A7 GRADE 60 FT<H<1401T 65200 FT 4 FT' 48" MAX 24" MIN 6540 FT 60 FT < 65200 FT 65200 FT 65200 FT H5200FT 6 FT' AT GRADE 60FT<H5100 FT 115100 FT 65200 FT H5200 FT 9 FT' N/A 4020511 601520 60 FT<H 5200 FT 65200 FT 12 FT' 0/0H040 FT 6011<6520011 AT GRADE 60FT<4380 FT H52G0 FT 16 FT' N/A AT GRADE 60FT<H5200 FT N/A 115 200 FT 20 FT' 60" MAX 48" MIN N/A AT GRADE 60FT<H5200 FT AT GRADE H 5 200 FT 25 FT' N/A AT GRADE 60 FT < H < 80 FT N/A 1-10 200 FT 30 FT' N/A N/A N/A H 5 40 FT 6017<H0200 FT 36 FT' N/A N/A N/A 41 09401 60FT<H5200FT FRANK L. BENNARDO, 99100<6149 0 Fz FYrn I lJ 01 WW 0 0- W W U z J Q zom oz LL ' 1-1 22 Qh ur m n zm 'R W o0.a zP� FH d MECHANICAL UNIT STEEL TIE -DOWN CLIPS 6 FBC STH EDITION (2014) PRODUCT APPROVAL FL414239.1 CCPYPoG<I FRNRL BENPA00 PE. 15-2378 SCALE: N.T.S. J PAGE DESCRIPTION: OF