Loading...
MC-20-577Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 IP(NcrU�r�'l Issue Date: 03/19/2020 Location Address Parcel Number 308 NE 99TH ST, Miami Shores, FL 33138 1132060135590 Contacts Permit No.: MC-03-20-577 Permit Type: Mechanical - Residential Work Classification: A/C Replacement Permit Status: Approved Expiration: 09/15/2020 HELEN YOUNGMAN Owner 308 NE 99TH ST, Miami Shores, FL 33138 Mobile: 3059042253 helen-kunde@yahoo.com COOL AIR USA Contractor KEVIN FOSTER 3901 NW 16 ST, LAUDERHILL, FL 33311 Business: 9546352842 permits@coolairusa.com Mobile: 9544714108 Description: EXACT A/C CHANGE OUT CARRIER 4 TON SYSTEM Valuation: $ 4,750.00 Inspection Requests: 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $2.49 DCA Fee $2.00 Education Surcharge $1.00 Permit Fee $116.25 Scanning Fee $9.00 Technology Fee $4.16 Total: $187.90 Building Department Copy Payments Date Paid Amt Paid Total Fees $187.90 Credit Card 03/19/2020 $187.90 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date March 19, 2020 Page 2 of 2 l�lJ �cEIVED Miami Shores Village Building Department BY; MAR 1 7 2020 1�i�- 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 �\' V FBC 20 1q BUILDING Master Permit No. �C' 03'�•��� PERMIT APPLICATION Sub Permit No. BUILDING ELECTRIC ROOFING REVISION ❑ EXTENSION RENEWAL PLUMBING MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 522 fiE -t % � 51 City: Miami Shores County: Miami Dade Zip: 77� Folio/Parcel#: 114 l- c l s- 506, Is the Building Historically Designated: Yes NO Occupancy Type: Load: ConstructionType:Type: 'n Flood Zone: BFE: FFE: OWNER: Name (Fee Sim Titleholder): /y/ Ndil ���� Q Y ' Phone#: Address: '56 3 l U City: f f [ State: -rlo�h Zip: Tenant/Lessee Name: (( Phone#: Email: YI� �(u��F, 1�(�VII� , CONTRACTOR: Company Name: I, ,' tl�� ��/1 Phone#: q5lU37 'z l Address: �l z City: 1�/If(/I �� I State: i� ` Zip: Qualifier Name: Phone#: �✓`! 3S g t State Certification or Registration #: C Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value, of Work for -this Perm t: Square/Linear Footage of,Mlork: Type' Af Work:. ❑ Addi,tA�teration ❑New ❑ ,Repai.r/Replace ~` Demolition t on Description of Work: Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Permit Fee $ CCF $_ Radon Fee $ DBPR $ Training/Education Fee $ CO/CC $ Notary $ Double Fee $ Bond $ �f TOTAL FEE NOW DUE $ 1 - 0 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature A—� OWNER or AGENT The foregoing instrument was acknowledged before me this day of NJ a rPk 20 XJ by p e lerl �40UNMOAn , whois personally known to me or who has produced K51 J1 1pQ 70- 110 ( 0.0 as identification and who did take an oath. NOTARY PUBLIC: jaiNot=StateofFloridaJos4 MY 5818 <Sign: a Exp Print: Seal Signature CONTRACTOR The foregoing instrument was acknowledged before me this 15_ day of Me& C k 20 7-0 by k �f q l t t; SAI ey , who is_personally known to —= or who has produced identification and who 11. a ce a a h NOTARY PUBLIC: Notary Public State of Florida Joseph M. Piyastro • ` My Commission C=G 21581E �a Expires 05/09/2022 Sign: as Print. �/4 Seal: **************************** ***** «« **** **i/ :r rs:sssss*s:sssss:*:*r*sus:*srs*s*r*:*e***s*sss* APPROVED BY lans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Summary Report Property Information Folio: 11-3206-013-5590 Property Address: 308 NE 99 ST Miami Shores, FL 33138-2437 Owner HELEN ISABEL YOUNGMAN Mailing Address 308 NE 99 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,377 Sq.Ft Lot Size 11,500 Sq.Ft Year Built 1949 Assessment Information Year 2019 2018 2017 Land Value $345,138 $345,138 $345,138 Building Value $165,439 $165,439 $165,439 XF Value $30,204 $30,516 $30,828 Market Value $540,781 $541,0931 $541,405 Assessed Value $397,223 $389,817 $381,800 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $143,558 $151,276 $159,605 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 9 & 10 BLK 41 LOT SIZE 100.000 X 115 DR 18992-0673 02 2000 1 COC 24970-3818 09 2006 1 Generated On : 3/16/2020 Taxable Value Information 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $347,223 $339,817 $331,800 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $372,223 $364,817 $356,800 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $347,223 $339,817 $331,800 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $347,223 $339,817 $331,800 Sales Information Previous Price OR Book- Qualification Description Sale Page 08/07/2019 $100 31579-2983 Corrective, tax or QCD; min consideration 09/01/2006 $785,000 24970-3818 Sales which are qualified 06/01/2004 $460,000 22529-2352 Sales which are qualified 02/01/2000 $208,000 18992-0673 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disciaimer.asp Version: Cool Air USA 3901 NW 16th St. Lauderhill, FL 33311, USA CAC053230 Phone 877-895-1155 Email invoice(cDcoolairusa.com Web coolairusa.com Work Location helen kunde Work Date: 3/14/2020 308 ne 99th st Miami Shores, FL 33138 Phonel: (305) 904-2253 Phone2: (305) 904-9531 Truck: Service 53 Job #293544 Item Description Price Qty Amount R410A Refrigerant + Refrigerant + Labor - No Warranty on Refrigerant $49.00 7.00 $343.00 Labor Leaks #ISOLATION LEAK Isolation Leak Test phase one Evaporator coil PSI $0.00 1.00 $0.00 TEST 616 Condensing unit PSI 380 Copper line suction side PSI 333 Phase 2 Evaporator coil 216 Copper line suction 552 Liquid line 308 Condensing unit 15 #AC Inspection Initial Inm4hmmmmmkminm4hmmmmmkmspection5 $0.00 1.00 $0.00 mmtt mm I bbg3vvv nnb 4v myn by vvv bn by spection Findings : Phase 2 of isolation test / Supply Temp: 78 / Return Temp : 78 / Pressure H Pressure L :n/a / Filter Condition : clean / Recommended Resolution: unit needs to be replaced severe leak in condenser and evaporator coil / Supply Temp : 58 / Return Temp : 72 / Pressure After H : 282 / Pressure After L : 140 / Final Notes: unit is running and Cooling #AKN Client Acknowledgement: if customers moving $0.00 1.00 $0.00 forward with replacing complete unit company will remove existing UV light system and install in new unit with Transformer and no extra cost Also we will be giving complete HEPA duct cleaning for the whole duct system with sanitizing #DISCOUNT Discount as promised by technician Anthony if leak ($343.00) ($343.00) test was performed we will give a one-time 1 of 7 This document is an invoice/receipt. complementary recharge of refrigerant #Deposit Deposit Paid By : deposit on new 4-ton carrier unit ($2,050.00) ($2,050.00) 15.5 Sears #Approved Scheduled Render Date : Services Scheduled To Be $0.00 $0.00 Contracted Services Rendered : 3/16 Installing a 4-ton carrier 15.5 complete system 9 to 12 carrier T stat will stay transferring existing UV light system to new unit HEPA cleaning and Sani for existing duct system included in job #DISCOUNT Discount authorized by Field Supervisor Anthony for ($650.00) ($650.00) valued and loyal customer New Split System New Split System + Delivery + Installation $4,750.00 1.00 :!$4t,750.00 New Split System Install a New (***) * Ton ** Seer split system Connecting to existing copper lines , electrical , drain line & duct system. New Split System Installation Include : City permit, Digital Safety Float Switch, Tie Downs, Vibration Pads. HEPA cleaning sanitizing Complete air duct systems transferring existing UV lights with Transformer to new unit New Split System Manufacture Warranty: *** 10Yrs ONLY When New System is Registered on Manufacture Website *** 1Yr Cool Air Usa Labor Warranty *-*-* Must Register System Online to Extend Warranty From 5Yrs to 10Yrs * *-* Excluding Commercial Properties *-*-* New Split System Total Installed after $150 F.P.L or any Applicable Rebate $ Option 1) $ Financed up to X months = $ Option 2) $ - $185 Cool Air USA rebate Financed up to 18 Month no interest = $ Option 3) $ - $325 Cool Air USA Cash/credit rebate $ New Split System For Additional information please contact our Installation Department Team : install@coolairusa.com 954-635-2842 Ext #112 New Split System * Any Electrical Upgrades Are The Home Owners Responsibility * Balance Due Upon AC Start -Up Price Is Only Valid 30 Days New Split System LIMITED WARRANTY AND SERVICE: Manufacturer's limited *** Year warranty on all components. Water leaks have a 30 day warranty. Seller will provide free labor for a period of one year from date of start-up. Any service work performed of a maintenance nature (changing filters, cleaning coils or clogged drain pan or water leaks) are NOT covered under this labor warranty. No carpentry is included in this Agreement. 2 of 7 This document is an invoice/receipt. Building Department After an air conditioning installation there will be an City Inspection inspection by city official. When setting up an inspection with your local municipality Cool Air USA is subject to availability and schedule of that municipality. Subtotal $2,050.00 Total $2,050.00 Payment via Credit Card, ending #9008, in the amount of $2,050.00, was received on 3/14/2020. I hereby certify that Cool Air USA has completed the aforementioned services to my satisfaction and agree to pay the costs as specified. I have read and agree to Cool Air USA's terms and conditions. I am also fully aware that any paper check payment given will be converted to an electronic payment (ACH). CUSTOMER 3 DAY RIGHT TO CANCEL: If this Agreement is the result of a "home solicitation sale" as used in Florida's "Home Solicitation Sales Act," (Sections 501.021-501.055, Florida Statutes) you have the right to cancel this Agreement if you do not want the Company to provide the goods or services related to the Project. Please consult your attorney to determine whether this Agreement is the result of a "home solicitation sale If this Agreement is the result of a "home solicitation sale' you may cancel this agreement by providing written notice to the Company in person; by telegram, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this Agreement (the Effective Date), If you cancel this Agreement, the Company may not keep all or part of any cash down payment. Customer Signature Date 3/14/2020 Customer Name Helen Kunde 3 of This document is an invoice/receipt. n. lose, ,� �<ORID E AIR CONDITIONING REPLACEMENT DATA Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 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):_ R k b- f City: Miami Shores Village County: Miami Dade Zip Code: .ALI CONDENSING UNITS MUST BE ON A 4 INCH SO CRE .E LAB :•.ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOO - L I • • •; A COPY OF THE CONTRACT IS REQUIRED WITH ALL SU • A RI DATA SHEET REQUIRED w ...... .. .. .. • • •; • {hanae i# vonnecting�Finans: YES NO ARHI Sheet Attached: YES ••..• .... r Wd:YES �A 0 V699: IT REPLACED RT DATA MANUFACTURERP AHU or PKG. UNIT MODEL # COND. UNIT MODEL # HEAT UNI' r ��) toizKW NOM TONS gj AHU. "OCUP► 35 PKG 1) M.C.A AHUUJO CU90-35 PKG AHU . CUB5�'PKG 2)M.O.P AHUt�0CUa)'36PKG AHU, UdM PKG 3) VOLTS AHU' CU. i�)PKG PKG UNIT / / PKG UNIT EER/SEER f YES REPLACING DUCTS YES YES i REPLACING THERMOSTAT YES O YES . / NEW 4"CONCRETE SLAB YES NO �. YES NEW ROOF STAND YES YES NEW RETURN PLENUM BOX YES 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: it Q; A Phone: Ij4 r4 State Certificate or Regis at' No. Certificate of Competency No. r Signature Date: i%�) (Qualiflees signature) (Revised02/24/2014) Certificate of Product Ratinas AHRI Certified Reference Number: 9194785 Date : 03-16-2020 Model Status : Active AHRI Type: RCU-A-CB Series: 14 SEER AC Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : CA14NA048*0**A* Indoor Unit Model Number (Evaporator and/or Air Handler) : FB4CNF048L Region : Southeast and North (AL, AR, DC, DE, FL, GA, HI, KY, LA, MD, MS, NC, OK, SC, TN, TX, VA, AK, CO, CT, ID, IL, IA, IN, KS, MA, ME, MI, MN, MO, MT, ND, NE, NH, NJ, NY, OH, OR, PA, RI, SD, UT, VT, WA, WV, WI, WY, U.S. Territories) 0 •: Region Wate : t0tral $ir conditioners manufactured prior to January 1, 2015 are eligible to be installed in all regions • • • • • • until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed in region(s) for ' MAGI 4ey meet the regional efficiency requirement. • The manufacturer of this 8XAAIER product is responsible for the rating of this system combination. ' Rated $s follows in ac&froM with the latest edition of AHRI 210/240_with Addendum 1, Performance Rating of Unitary Air -Conditioning & Air -Source Beal Pu p_ `qutprTtent and "subject to rabr g accuracq;by AHRitponsdred iritlependent; third party7t�sting: • • • Coolin V9pe+ty (A2)-Cindle or (High Stage (95F), btuht: 43500 SEER : 14.00 EER (A2) - Single or High Stage (95F) : 11.50 t"Active" Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale; OR new models that are being marketed but are not yet being produced "Production Stopped" Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offeg for sale. Ratinas that arerinaccompanied by WAS indicate an involuntary re -rate. The new oublished rating is shown alona with the r) vious (i.e. WASI rating DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for Individual, personal and confidential reference purposes. The contents of this Certificate may not, In whole or In part, be reproduced; copied; disseminated; entered Into a computer database; or otherwise utilized, In any form or manner or by any means, except for the user's individual, personal and confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION & REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectory.org, click on "Verify Certificate" link we make life better - and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificate No., which is listed at bottom right. ------- ----............... ----_ ©2020Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 132288381585738463 ENGINEERING . EXPRESS" 160 SW 12TH AVE SUITE 106, DEERFIELD BEACH, FL 33442 (954) 354-0660 1 ENGINEERING EXPRESS. COM REPORT HOLDER: CARRIER ENTERPRISE OF FLORIDA 2000 PARKS OAKS AVE ORLANDO, FL 33428 USA (954) 247-2003 1 FL.CARRIERENTERPRISE.COM SCOPE OF EVALUATION (compliance with the following codes): Technical Evaluation Report DIVISION: 23 08 00—COMMISSIONING OF HVAC THIS DOCUMENT CONTAINS (5) PAGES: THE FIRST PAGE MUST BEAR AN ORIGINAL SIGNATURE & SEAL OF THE CERTIFYING PE TO BE VALID FOR USE (Subject to Renew January 1, 2021 or next code cycle change) E rrier THIS IS A STRUCTURAL (WIND) PERFORMANCE EVALUATION ONLY. NO ELECTRICAL OR TEMPERATURE PERFORMANCE RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED HEREIN. This Produc�qjuation Report is being issued in accordance with the • regL rements• �f&OFlorida Building Code Sixth Edition (2017) per FBC �6ection 104.11.1, FMC 3d1.4;, FBC Building Ch. 16, ASCE-7-10, FBC • Existing Building sections A17.1,•107.2, FBC Building 1522.2, and FBC ';" sidential Al2V.1, M1301.1, PS 471.025, including Broward County ••Administrative•Provisions 907.5tI! The product noted on this report has • •'b"R testecOand/or evaluatedcas-%mmarized herein. e 4N�4,N,C�CORbA�IC�.WITH �'NELEXODES EACH OF THESE ,{ •. r IWRTS MUST BEAR TIJF. QIj21GINAL SIGNATURE & RAISED . SEAL OF 1-rr E11J1LUATffJrj j,4IGINEER. • SUBSTANTIA*TING DATA•:•: . . . Wroduct Isvaluetion Document's . •Substantiatlhg dotumentaCot-61M been submitted to support this TER and •1996mmari7.MA%e secticits thaffollow. • Structural Eflgineering Calculations Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: • Maximum allowable unit panel wind pressure connection integrity • Maximum allowable uplift, sliding, & overturning moment for ground and roof applications Calculation summary for this TER is provided in the forces summary table. No 33% increase in allowable stress has been used in the design of this product. Microsoft Excel was used to carry out the calculations present in this report. INSTALLATION: The product(s) listed in this report shall be installed in strict compliance with this TER & manufacturer -provided model specifications. The product components shall be of the material specified in the manufacturer -provided product specifications. All screws must be installed in accordance with the applicable provisions & anchor manufacturer's published installation instructions. LIMITATIONS & CONDITIONS OF USE: Use of this product shall be in strict accordance with this TER as noted herein. See final page for complete limitations and conditions of use. OPTIONS: This evaluation is valid for all CARRIER models present in the table located on the final page. FINISH: Baked enamel. Florida Building Code Sixth Edition (2017) NOTE: GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR ILLUSTRATIVE PURPOSES ONLY. ACTUAL UNITS MAY DIFFER SLIGHTLY IN APPEARANCE. UNIT CASING MATERIAL: 0.86mm galvanized sheet steel ASTM A653 EDDS cold rolled steel for removable top panel. 1.14mm galvanized sheet steel ASTM A653 EDDS cold rolled steel for base pan. Side protector steel grille ASTM A510 02.03mm vertical wire and 02.68mm horizontal wire, secured with #10-16 sheet metal screws into top and base pan. INSTALLATION: Shall follow manufacturer specifications as well as the information provided herein. STRUCTURAL PERFORMANCE: Models referenced herein are subject to the following design limitations: ASCE7-10 Exposure Category C, Risk II Up to and including 175mph (Vult) for up to 200' MRH**. HVHZ*** Up to and including 170mph (Vult) for up to 250' MRH**. HVHZ*** Up to and including 200mph (Vult) for up to 56' MRH**. Non-HVHZ*** Ground or Roof Application per installation instructions **Mean Roof Height ***High Velocity Hurricane Zone Maximum Rated Wind Pressure: 193psf Lateral, 93psf Uplift (ASD) Site specific wind analysis may produce alternate limitations provided maximum rated wind pressure is not exceeded. Find this report and all the help you need at EnclineeringExpress.com/Carrier ABOUT THIS DOCUMENT: [PAIN ENGINEER CERTIFIED ORIGINALS, VARIATIONS & HELP CAN BE FOUND BY VISITING THE WEB ADDRESS FOUND HERE BY VISITING THE WEB ADDRESS OR SCANNING THE OR CODE TO THE RIGHT > %011 VISIT ENGINEERINGEXPRESS.COM/STORE FOR MORE REPORTS ecalc.lo/1631901 ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SEAL REQUIRED rO BE VALID PER CODE: JuIv 23 19 Frank L. Bennardo, P.E., SEC OS igned by If Checked: ENGINEERING EXPRESSO Gordon DiBattisto, PE FL PE #0046549 FLCA #9 85 FL PE #82328 NOTICE: IF THIS PAGE DOES NOT CONTAIN AN ORIGINAL SIGNATURE & ENGINEER SEAL: IF THERE IS A DIGITAL SIGNATURE ON PAGE 1, THIS DOCUMENT IS PART OF A DIGITALLY SIGNED FILE, SHALL REMAIN IN DIGITAL FORMAT & PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. IF THERE IS NO DIGITAL SIGNATURE ON PAGE 1 OR THIS PAGE DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL, THIS DOCUMENT IS A COPY/DRAFT. Copyright © 2019 Engineering Express® Inc. All Rights Reserved The FBC Vh Edition (2017) defines APPROVED SOURCE (Section 202) as: "An independent person, firm or corporation, approved by the bolding offaal, who is competent and experienced in the application of engineering principles to materials, methods or systems analyses-" Engineering Express® professionals meet the competency requirements as defined in the FBC and can seal their work. Engineering Express®is regularly engaged in conducting and providing engineering evaluations of single -element and full-scale building systems. CARRIER SPLIT UNITS Engineering Express® I TER-16-3190.1 SECTION 2 PRODUCT INSTALLATION Condenser Unit • • • • 0 Note: Unit Lom fo 0 Ilustration purposes only. • • 00 SZE-DOVV; SfiiP & C41P SCHEDULE • • • ••••• Roof or ground structure / substrate (concrete, steel, aluminum see schedule below) lips 1 or 2. below for specifications Ground or Roof Tie -down Tie -down Tie -down abine iirg: *Strap Strap Clips (1) Clips (2) • • •ht* • Ground • • sNA NA 8 4 • Up to 60' (90 • • • 2 Required 8 4 Table 1 Yp to 120' (159) • • • Q Required 8 4 •P U1910 200' (259 • • • 0. Required 8 4 • • Grourxt • •NA NA 8 4 " to 60' (80') Q Required 8 4 Table 2 YPto120'(150') 2 Required 8 4 Up to 200' (25U) 2 Required 8 4 The value shown in parentheses indicates the allowable roof height in 170mph conditions. i.e. 60' (80') indicates an allowable roof height of 60' for 175mph or 80' for 170mph Vult. + See tables on last page for cabinet classification. Note: Straps shall be wrapped as shown in details on section 4. The straps shall be tightened to a snug fit around the unit. Straps shall be 1" width and 22ga galvanized metal. For Non-HVHZ, use (2) metal straps, up to 56' MRH. Values shown in table are minimum specified. Using stronger straps per each height is allowed at installers discretion. ANCHOR TO HOST STRUCTURE SCHEDULE Unit + Model Ground or Roof Height* Anchor Type Concrete 3,000 Psi 1/8" Min A36 Steel 1/8" Min 6061-T6 Aluminum Ground A NA NA Up to 60' 80' NA B B Table 1 Up to 120' 150' NA B B Up to 200' 250' NA B B Ground A NA NA Up to 60' 80' NA B B Table 2 Up to 120' 150' NA B B Up to 200' 250' NA I B I B �Q Note: Installers must ensure that screws used to fasten the fie -down clips with the unit base pan do not touch the coil in order to prevent any damage to the coil. a TIE -DOWN CLIP (1) (GROUND AND ROOF APPLICATION) Miami Tech CUTD 1" wide ASTM A653 galvanized steel 0.07" thick of varying length (FL19731.2) or equivalent for all cabinets tied down to a roof structure or ground structure; fasten clip to structure using anchor from Anchor Schedule to Host Structure Table and (2) #10 SS 410 self -drilling screw to fasten clip to unit base pan. Install in unit with quantities shown in Tie -down Strap & Clip Schedule. Locate clips at 3" min away from the appropriate comer using four clips per side (two at each comer) and four clips opposite side in the same configuration. Miami Tech kit # CBCUTD4KG for ground & kit # CBCUTD4KR for roof application. TIE -DOWN CLIP (2) (GROUND AND ROOF APPLICATION) BMP Clips 2" wide ASTM A283 (Grade D) steel 0.113" thick of varying length for all cabinets tied down to a roof structure or ground structure or equivalent clips; fasten clip to structure using (2) anchor from Anchor Schedule to Host Structure Table and (4) #12 SAE Grade 5 sheet metal screw to fasten clip to unit base pan. Install in unit with quantities shown in Tie -down Strap & Clip Schedule. Locate clips at 3" from the appropriate corner. BMP oart numberTD-042. Tie -down Strap & Clio: (for roof applications) Minimum edge distance 3" from the unit corners. Use a minimum of tie -down straps per side equally spaced. Clip height shall be adequate to fit SMS within base pan height. Verify height on site. - Place an adjacent (1) #10 SMS to avoid the straps slip off. Anchor Twes to Host Structure: A. — 1/4" ELCO ULTRACON SS4 Anchor embedded 1 3/4"" in 3,000 psi concrete. 2 1/2" from edge minimum. NOA No. 15-1205.05 B. —1/4" -20 UNC SAE Grade 5 bolt min. 1/2" from edges with nut and washer OD 1" NA. - No anchors apply IN ALL CONDITIONS IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WITHSTANDING THE RATED GRAVITY, LATERAL, AND UPLIFT FORCES BY SITE -SPECIFIC DESIGN. NO WARRANTY OF ANY KIND, EXPRESSED OR IMPLIED, IS OFFERED BY ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS INCURRED BY THIS 11NIT_ ENGINEERING EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 2 of 5 (954) 354-0660 ENGINEERINGEXPRESS.COM Copyright© Engineering Expresso. All Rights Reserved CARRIER SPLIT UNITS Engineering Express® I TER-16-3190.1 SECTION 3 SUPPORTING CALCULATIONS & SUMMARY FORCES SUMMARY Large Short Short short Lateral Uplift Large Side Large Side UpliftUnit Ground or Roof Side Side Side Side Pressure Pressure Force Overturn Force Model+ Height* Tension Force Overturn Tension (Psf) (Psf) (Ibs) (Ibs-in) (Ibs) (Ibs) (Ibs) (Ibs-in) (Ibs) Ground 43.2 0 482.0 1 11082.0 315.0 482.0 1 11082.0 315.0 0.0 Up to 60' (80') 151.2 73.1 1688.0 49656.0 1519.0 1688.0 49656.0 1519.0 622.0 Table 1 Up to 120' (150') 173.8 84.1 1940.0 57082.3 1753.0 1940.0 57082.3 1753.0 715.0 Up to 200' (250') 193.0 93.4 2155.0 63393.3 1951.0 2155.0 63393.3 1951.0 794.0 Ground 43.2 0 482.0 11082.0 1 315.0 482.0 11082.0 1 315.0 0.0 Table 2 Up to 60' (80') 151.2 73.1 1688.0 49656.0 1519.0 1688.0 49656.0 1519.0 622.0 Up to 120' (150') 173.8 84.1 1940.0 57082.3 1753.0 1940.0 57082.3 1753.0 715.0 Up to 200' (250') 193.0 93.4 2155.0 63393.3 1951.0 2155.0 63393.3 1951.0 794.0 Calculations performed according to the information provided by the client. Cabinets were assumed solid (0% porosity) for shear and tension calculation purposes. PANttll%TEGRII:Y $OAWARY •• • • • •• •. • ••. • •••••• • ""� •1fit f Moel •: 00 • ••.• Ground or Roof Height* Panel Name Applied Wind Pressure (Ib/ft2) Force on Panel (Ibs) Add'I Screw Qty Needed (Pa) Additional reinforcement required beyond original manufacturing • • ' • Table 1 Ground TOP PANEL 0.0 0.0 No CONTROL COVER 43.2 50.4 SERVICE PANEL 43.2 91.4 Up to 60' (80') TOP PANEL 73.1 621.9 No CONTROL COVER 151.2 176.5 SERVICE PANEL 151.2 319.9 Up to 120' (150') TOP PANEL 84.1 715.4 No CONTROLCOVER 173.8 202.9 SERVICE PANEL 173.8 367.7 Up to 200' (250') TOP PANEL 93.4 794.5 No CONTROLCOVER 193.0 225.3 SERVICE PANEL 193.0 408.4 Table 2 Ground TOP PANEL 0.0 0.0 No CONTROLCOVER 43.2 50.4 SERVICE PANEL 43.2 91.4 Up to 60' (80') TOP PANEL 73.1 621.9 No CONTROLCOVER 151.2 176.5 SERVICE PANEL 151.2 319.9 Up to 120' (150') TOP PANEL 84.1 715.4 No CONTROLCOVER 173.8 202.9 SERVICE PANEL 173.8 367.7 Up to 200' (250') TOP PANEL 93.4 794.5 NO CONTROL COVER 193.0 225.3 SERVICE PANEL 193.0 408.4 The value shown in parentheses indicates the allowable roof height in 170mph conditions. i.e. 60' (80') indicates an allowable roof height of 60' for 175mph or 80' for 170mph Vult. 'See tables on sheet 5 for cabinet classification. ENGINEERING EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 3 of 5 (954) 354-0660 ENGINEERINGEXPRESS.COM Copyright © Engineering Expresso. All Rights Reserved CARRIER SPLIT UNITS Engineering Express° I TER-16-3190.1 SECTION 4 DETAILS (2) 1"x22ga GALV. ASTM A36 STEEL STRAPS W SECURELY NED SNUG T UNIT, TYP. STAND RAIL (BY OTHERS), TYP. 1 MECHANICAL UNIT N.T.S. FRONT ISOMETRIC • • • • • •••••• • • • • ••••• •00000 n IIIiJ/IIn • • •••• • • • • • • • ND RAI SUPPORT ANGLE (BY OTHERS), • • • • TYW • • • SEE NOTE BELOW (2) #14 SMS AT EACH STRAP END TO WEB OF THE SUPPORT ANGLE 3 MECHANICAL UNIT N.T.S. FRONT ISOMETRIC CONTROL GRILLE, FCOVER , /— TYP, ... ��Illlllil;ll!I` SEE CUP NOTE a LL:�� UNIT BASE PAN SUPPORT ANGLE, SEE NOTE ANCHOR PER SCHEDULE STAND RAIL (I -BEAM) BY OTHERS AL BOX 5EE NOTE BELOW f'2"N MECHANICAL UNIT _ N.T.S. BACK ISOMETRIC DATUM FACE �f I\_STAND RAIL (BY OTHERS), .. TYP. 1 DIM.2 DIM.4 7 DIM. 3 CLIP n�n SUPPORT ANGLE SEE NOTE BELOW /41 TIE -DOWN CLIP LAYOUT (1) 1"x22ga GALV. ASTM A36 STEEL STRAP, SHALL PASS OVER THE UNIT TO I -BEAM 7(2),* ON OPPOSITE SIDE. SMS AT TRAP END TO UNDERSIDE OF THE I -BEAM N.T.S. PLAN TIE -DOWN CLIP OFFSETS: DIM. 1 5.00' MAX OFFSET FROM DATUM FACE DIM. 2 5.00" MAX OFFSET FROM OPPOSITE FACE DIM. 3 5.00' MAX OFFSET FROM DATUM FACE DIM. 4 10.0W MAX OFFSET FROM OPPOSITE FACE 5 TIE -DOWN CLIPS & STRAPS N.T.S. ELEVATION Note: Miami Tech support angle part number CBCAB30K, CBCAB42K, under NOA #16-0601.01 or equivalent is permitted. ENGINEERING EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 4 of 5 (954) 354-0660 ENGINEERINGEXPRESS.COM Copyright© Engineering Expresso. All Rights Reserved CARRIER SPLIT UNITS Engineering Express® I TER-16-3190.1 CABINETS 8r DIMENSIONS TABLE 1 UNIT MODEL WIDTH (in) DEPTH (in) HEIGHT (in) WEIGHT (Ibs) CH14**018 23.13 23.13 35.25 136 CH14**024 25.75 25.75 35.25 144 CH14**030 31.19 31.19 31.81 158 CH14**036 31.19 31.19 28.44 170 CH14**042 31.19 31.19 39.13 201 CH14**048 31.19 31.19 28.44 197 CH14**060 31.19 31.19 31.81 212 CA16**18 31.19 31.19 28.44 142 CA16**24 31.19 31.19 28.44 142 CA16**30 31.19 31.19 31.81 150 CA16**36 35.00 35.00 28.44 165 CA16**37 35.00 35.00 29.69 165 CAWME 35.00 35.00 39.13 213 CAIW" 55.0 • 35.00 39.13 264 C4"!Poi 38.00 35.00 45.94 272 CAf6**61* :5.i10 35.00 45.68 280 CA *024 31.19 35.75 167 CAT a►*036 61.19 31.19 35.75 191 CA17**04 3 35.00 38.88 253 CAV%tD 3§.Dg• 35.00 38.88 258 CA14*18 Q?IA1• 23.13 24.81 123 CA4P4*1Q4 29.fg • 25.75 25.00 119 CA14**30 1 9• 31.19 31.81 151 CQT4--A. 31.19 31.19 24.81 134 CAti, 4' *4*1 31.19 31.19 39.13 192 CA14**48 31.19 31.19 28.44 182 CA14**60 31.19 31.19 31.81 197 24AB*330 23.13 23.13 28.69 111 24AB*336 25.75 25.75 32.08 141 24AB*342 31.19 31.19 32.08 190 24AB*348 31.19 31.19 35.50 186 24AB*360 1 31.19 1 31.19 28.69 198 L TABLE 2 UNIT MODEL WIDTH (in) DEPTH (in) HEIGHT (in) WEIGHT (Ibs) 25HB*518 31.19 31.19 28.94 169 25HB*524 35.00 35.00 32.31 200 25HB*530 35.00 1 35.00 32.31 196 25HB*536 35.00 35.00 35.75 215 25HB*542 35.00 35.00 28.94 245 25HB*548 35.00 35.00 28.94 260 25HB*560 35.00 35.00 39.13 294 25HC*418 23.13 23.13 35.25 136 25HC*424 25.75 25.75 38.50 144 25HC*430 31.19 31.19 31.81 158 25HC*436 31.19 31.19 28.44 170 25HC*442 31.19 31.19 39.13 201 25HC*448 31.19 31.19 28.44 197 25HC*460 31.19 31.19 31.81 212 24AB*618 23.13 23.13 28.69 125 24AB*624 31.19 31.19 28.31 147 24AB*630 31.19 31.19 32.31 153 24AB*636 35.00 35.00 28.31 165 24AB*642 35.00 35.00 39.13 213 24AB*648 35.00 35.00 32.31 264 24AB*649 35.00 35.00 39.13 231 24AB*660 35.00 35.00 45.94 272 24AB*661 35.00 35.00 45.94 272 24AC*418 23.13 23.13 24.81 123 24AC*424 25.75 25.75 25.00 119 24AC*430 31.19 31.19 31.81 151 24AC*436 31.19 31.19 24.81 134 24AC*442 31.19 31.19 39.13 192 24AC*448 31.19 31.19 28.44 182 24AC*460 1 31.19 1 31.19 31.81 197 Note: Image is not to scale and is for illustration purposes only. LIMITATIONS 8r CONDITIONS OF USE: Actual units may differ slightly in appearance. Use of this product shall be in strict accordance with this TER as noted herein. The supporting host structure shall be designed to resist all superimposed loads as determined by others on a site specific basis as may be required by the Authority Having Jurisdiction. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed on a site -specific basis by a registered professional engineer. No evaluation is offered for the host supporting structure by use of this document; Adjustment factors noted herein and the applicable codes must be considered, where applicable. All supporting components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Fasteners must penetrate the supporting members such that the full length of the threaded portion is embedded within the main member. All anchors, screws, straps, clips, and attachment part can be substituted for equivalent parts, as long as the capacities of the equivalent parts are equal or stronger. Unit integrity is not mandatory; however, this TER certifies regardless. This evaluation does not offer any evaluation to meet large missile impact debris requirements which typically are not required for this type of product. All of the wind resisting exterior panels, individually meet or exceed their capacity to resist the design wind loads as stated in the calculations as required by the Florida Building Code Sixth Edition (2017). Due to the indeterminate nature of these units, distortion and deflection cannot be accurately evaluated, but with diaphragm action of external components and internal stiffeners, the base unit has the capacity to withstand these forces with individual external parts being contained. Yearly inspections, during equipment maintenance or after a named storm; all screws, cabinet components, clips, anchor, bolts, straps and cables are to be verified by the A/C contractor. All damaged cabinet components, loose, corroded, broken screws or anchor bolts shall be replaced to ensure structural integrity for hurricane wind forces. ENGINEERING EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 5 of 5 (954) 354-0660 ENGINEERINGEXPRESS.COM Copyright © Engineering Expresso. All Rights Reserved