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MC-04-22-1064Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: MC-04-22-1064 Permit Type: Mechanical - Residential Work Classification: A/C Replacement Permit Status: Approved Issue Date:05/05/2022 Expiration: 11/07/2022 Parcel Number 340 NE 94TH ST, Miami Shores, FL 33138 1132060136160 Contacts DOUGLAS STEIN Owner KOOL FLOW INC Contractor 1165 NE 97th Street, Miami Shores, FL 33138 GERVAISE HYLTON Mobile: 8132054536 DOUGLASSTEIN@HOTMAIL.COM 7021 SW 30 ST, MIRAMAR, FL 33023 Other: 3057562002 Business: 9549629843 service@koolflowair.com Description: AC REPLACEMENT Valuation: $ 4,200.00 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $2.21 DCA Fee $2.00 Education Surcharge $1.00 Permit Fee $97.00 Scanning Fee $9.00 Technology Fee $3.68 Total: $167.89 Inspection Requests: 305-762-4949 Payments Date Paid Amt Paid Total Fees $167.89 Credit Card 04/27/2022 $50.00 Check# 10786 05/05/2022 $117.89 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERSSAAFIIDr+At(IT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatin t ctin and zoning. Futhermore, I authorize the above named contractor to do the work stated. r Aut iza gature: Owner / Applicant / Contractor / Agent 7 Datb May 05, 2022 Page 2 of 2 Miami Shores Village ENTERED PERMIT APPLICATION Building Department APR 272022 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY. Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 Master Permit No. jV\G —Cy- ZZ- Sub Permit No BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING 0 MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 340 NE 94 ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-013-6160 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): DOUGLAS KEVIN STEIN NELL HART Phone#: $IS. Qfew5 44UO ---.340 NE 94 ST City: MIAMI SHORES Tenant Email: CONTRACTOR: Company Name: KOOL FLOW INC Address. 5945 SW 21ST STREET BLDG J FLORIDA 33138 9549628843 City: WEST PARK State: FLORIDA Zip; 33023 Qualifier Name: GERVAISE HYLTON Phone#: 3053032376 State Certification or Registration #: CAC1816347 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 4b kj zoo. no Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru Submittal Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ S — z�j Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ I ! (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature / '�L A / Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 51 1day of 20 27 . by 31 day of MARCH 20 22 by t who is personally known to who is personally known to me or who has produced J)tj;,� I . (790.23.5)2.as me or who has produced as identification and who did take an oath. TLDL identification and who did take an oath. NOTARY PUBLIC:='1630"bV 13 -512: D NOTARY P/U/B�L/�I/ICC/�:/� Sign: w'rm4l Sign: - 4' ci C�1'j1- , Print: �, i9(�l'� I�ei'I��✓ Print: SHA QV PALMFP,— f' "•�• �er.:HHt81828 _�:'_ Comre.:NN1Q171 Seal: �/� j�ku:Aug. 22,2025 Seal: s € ErpkwAt422,= ►elek-StateofFlorid� 'A McUl1 t NeWYPrNk'lWlafRaile APPROVED BY GW3ns Examiner Zoning Structural Review Clerk (Revised02/24/2014) :If��►h - OP 01 JWWV Property Search Application - Miami -Dade County Page 1 of 2 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-6160 Properly Address: 340 NE 94 ST Miami Shores, FL 33138-2832 Owner DOUGLAS KEVIN STEIN NELL HART Mailing Address 340 NE 94 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SO Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds I Baths / Half 4/3/0 Floors 2 Living Units 1 Actual Area 4,514 Sq.Ft Living Area 3,774 Sq.Ft Adjusted Area 3,998 Sq.Ft Lot Size 14,605 Sq.Ft Year Built 1960 Assessment Information Year 1 2021 2020 2019 Land Value $469,141 $469,141 $437,942 Building Value $347,826 $347,826 $347,826 XF Value $26,451 $26,794 $27,140 Market Value $843 418 $843,761 $812 908 Assessed Value $307,975 $303,723 $296,895 Benefits Information Benefit Type 2021 2020 2019 Save Our Homes Assessment $535,443 $540,038 $516,,013 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1534165342 MIAMI SHORES SEC 1 AMD PB 10-70 W15FT OF LOT 6 & ALL LOTS 7 & 8 BLK 46 LOT SIZE 115.000 X 127 Generated On : 4/27/2022 Taxable Value Information 2021 2020 2019 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $257,975 $253,723 $246,895 School Board Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value 1 $282,975 $278,7231 $271,895 city Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $257,975 $253,723 $246,895 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $257,975 $253,723 $246,895 Sales Information Previous Sale Price OR Book -Page Qualification Description 01/03/2022 $1.688,500 32962-1086 02/01/1995 $250,000 16746-1214 �Qualbyexamofdeed Sales which are qualified 04/01/1983 $220,000 11775-1846 1 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. we full disclaimer and User Aoreement at htto:/hv .miamidade.00v/info/disclaimer.aso hgps_//www.niiamidade.gov/Apps/PA/propertysearch/ 4/27/2022 CHECK LIST ❑ COMPRESSOR ❑ SUCTION PSI ❑ HEAD PSI ❑ VOLTS AMPS ❑ F3.EC HUCAL CONNECTIONS ❑ CONTACFS TIGHF & CLEAN ❑ OIL LEVEL & CONDMION ❑ CONDENSER COIL ❑ CLEAN COIL & CHECK FIN COND. O ENC -F I.VG ^I' ❑ REFRIGERANT O LEAK 13CHARGE ❑ FAN AND MOTOR O VOLTS AMPS ❑ 1'.I.ECTRICAL CONN C;COONS O CONTACTS TIGHT & CLEAN ❑ FAN PULLEYS (ADJUST FELT) ❑ CHECK WBEEEAREV(S&MOl'OR ❑ EVAPORATOR COIL ❑ CLEAN COIL & CHECK PIN ❑ENT DS ^F I ING DB_-F O ENT WE eF I I.NG WE OF ❑ CONDENSATEAREAS ❑ INSPECT & CLEAN DRAIN PAN O INSPECT & CLEAN DRAIN ❑ AIR FILTERS OCLEANED OREPEACRD FILTER SIZE ❑ HEATING ASSY. ❑ BURNER & HEAT E%CHANGER ❑ FU F.I. SUPPLY & PRESSURE ❑ PILOT ASSEMBLY O FLAME ADJUSTMENT ❑ PRIMARY RELAY & FLUE ❑ PAN & LIMIT SWITCH OPER. ❑ BLOWER ASSEMBLY ❑RVVVE ❑ STRIP HEAT ❑ DEFROST CYCLE ❑ EI.FC'I'RM(',AI, COMPIM ❑RELAYS OCON'CRACCOM ❑OVERLOAD OVRESSSWI'CCII ❑ THERMOSTAT ❑O.K. ❑REPLACE ❑ RELOCATE ❑ OTHER APPLIED ADDED TOTALPARTS AMOUNT �O Licensed and Insured p � DON'T LOSE WORK ORDER aCAC1816347 ^"m"""a+.,,,,, YOUR KOOL!! No 1198 Commercial, Residential, & Industrial Hearing, Refrigeration, Air Conditioning Service 5945 SW 21st Street, Building I • West Park, FL 33023 DATE Ph, 954-962-8843 • Fax: 954-962-8842 Servicei0koolBowaiecom . www.KoolFlo,Aircma NAME r1 .. _ . . • 111 PARTS WARRANTY All parts a recorded are warranted a per manufacturer specifications. LABOR GUARANTY The labor charge m recorded here relative to the equipment serviced as noted, is guaranteed here relative to the equipment ser- viced as noted, is guaranteed for a period of 30 days. We do not , of course, guaranty other parts than those we install. If repairs later become necessary due to other defective parts, they will be charged separately. Payment is due at the time specified on this invoice. If the amount invoiced is not received by the due date then payment is considered late and will accrue a late fee of 10%of the outstanding balance per month- If all reasonable efforts to mllect the debt goes unsatisfied legal proceeding may ensue. MAKE SERIALNUMIER ❑ WARRANTY ❑ CONTRACT OF /7 ❑ SF.RVICECONTRACC t CATEGORY ❑ NORMAL DES 1 1 OFWORK/SERVICE ❑ RES. ❑ COMM. WORK AND DO SO ORDER AS OUTLINED ABOVE IT IS AGREED THAT THE SELLER WILL RETAIN TITLE TRIP TO ANY EQUIPMENT OR MATERIAL FURNISHED Chia( UNTIL FINAL & COMPLETE PAYMENT IS MADE, TAX AND IF SETTLEMENT IS NOT MADE AS AGREED, THE SELLER SHALL HAVE THE RIGHT TO REMOVE SAME AND THE SELLER WILL BE HELD HARMLESS FOR ANY DAMAGES RESULTING FROM THE REMOVAL THEREOF. IACKNOWLEDGERECEIPFOFMYCOPY. ENTERED CITY Miami Shores Village Building Department Zoning Dept. Date Building Dept. Date Subject to compliance with all Federal, State and County rules and rgggulations. Permit# G4-ZZ- Ihl U 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 is Iy ALL air conditioning replacement permit applications. Each unit change -out must 0b It to she Multiple units on single sheets are not acceptable. Job Address (where the work is being City: Miami Shores Village 340 NE 94 STREET County: Miami Dade Zip Code: 33138 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 Nk ARHI Sheet Attached: YES Q NO ❑ Contract Attached: YES Q UNIT BEING REPLACED DATA NEW UNIT '(� MANUFACTURER bll AHU or PKG. UNIT MODEL# ' F 1 b 0 b 101D U — b0 COND. UNIT MODEL # &i%) (B 0'j u KW HEAT (('� NOM TONS AHU 0 CU PKG 1) M.C.A AHU 60CU PKG .� AHU b0 CU PKG i 2) M.O.P AHU 60CU PKG AHLW CU2�AfOPKG 3)VOLTS AHUZ CU2, LPKG — PKG UNIT,/ PKG UNIT —/� / EER/SEER "l-- YES N REPLACING DUCTS YES NO YES N REPLACING THERMOSTAT YES NO YES NO NEW 4"CONCRETE SLAB YES N YES N NEW ROOF STAND YES O ES NO NEW RETURN PLENUM BOX ES NO 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: KOOL FLOW INC Lo Phone: 9549628843 State Certificate or Registration No. CAC 1816347 Certificate of Competency No. Signature Date: 3/31/2022 ua ifiei's signature) (Revised02/24/2014) BU CERTIFIED° www.atiridirectory.org AHRI Certified Reference Number: 207157800 Date: 04-20-2022 Model Status: Active AHRI Type: RCU-A-CB (Split System: Air -Cooled Condensing Unit, Coil with Blower) Series: INFINITY 17 AC 2-STAGE Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : 24ANB760AB032 Indoor Unit Model Number (Evaporator and/or Air Handler) : FE4ANBO06L+TSTAT Region: All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, MD, ME, MI, MN, MO, MS, MT, NC, NO, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SO, 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 un81 June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed in region(s) for which they meet the regional efficiency requirement. The manufacturer of this CARRIER product Is responsible for the rating of this system combination. Rated as follows In accordance with the latest edition of AHRI 210/240 - 2017 with Addendum 1, Performance Rating of Unitary Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), bluh : 56500 SEER: 16.00 EER (A2) - Single or High Stage (95F) : 12.50 f'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 producetl'Production Stopped* Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. patinas that are accompanied by WAS indicate an involuntary re -rate. The new published rating is shown along with the previous (i.e. WASI ratina. DISCLAIMER AHRI does not endorse the pmduct(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsiblTdy, 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 pkoduct(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valld 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 Alml confidential reference purposes The contents of this Certificate may not, In whole or in part, be reproduced; copied; disseminated; ffm� Elm entered Into a computer database; or otherwise utilized, in any form or manner or by any means, except for the users individual, personal and confidential reference. AIR-CONOMONING, HEATING, CERTIFICATE VERIFICATION & REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectory.org, dick on 'Verify Certificate• fink pe 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 ©2022Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO._ 1311194004e0322e05 NUN ENGINEERING Technical Evaluation Report DIVISION: 23 08 00—COMMISSIONING OF HVAC ENGINEERINGExPRESS.COM 1 (866) 396-9999 CORP. OFFICE: 160 SW 12TH AVE SUITE 106, DEERFIELD BEACH, FL 33442 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 July 1, 2022 or next code cycle change) 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): THIS IS A STRUCTURAL (WIND) PERFORMANCE EVALUATION ONLY. NO ELECTRICAL OR TEMPERATURE PERFORMANCE RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED HEREIN. This Product Evaluation Report is being issued in accordance with the requirements of the Florida Building Code Seventh Edition (2020) per FBC Section 104.11.1, FMC 301.15, FBC Building Ch. 16, ASCE-7, FBC Existing Building sections 707.1, 707.2. FBC Building 1522.2, and FBC Residential M1202.1, M1301.1, FS 471.025, including Broward County Administrative Provisions 107.3A. This Report is also in accordance with the International Building Code (2012, 2015, & 2018). The product noted on this report has been tested and/or evaluated as summarized herein. IN ACCORDANCE WITH THESE CODES, EACH OF THESE REPORTS MUST BEAR THE ORIGINAL SIGNATURE & RAISED SEAL OF THE EVALUATING ENGINEER. SUBSTANTIATING DATA: • Product Evaluation Documents Substantiating documentation has been submitted to support this TER and is summarized in the sections that follow. • Structural Engineering Calculations Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: • Maximum allowable unit panel wind pressure connection integrity • Maximum allowable uplift, sliding, & overturning moment for ground and roof applications Calculation summary 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. 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. 0.86mm galvanized steel sheet ASTM A653 for side protector louvers, secured with #10-16 sheet metal screws into top and base pan. TER-20-33346 Florida Building Code Seventh Edition (2020) International Building Coc (2012, 2015, & 2018) NOTE: GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR ILLUSTRATIVE PURPOSES ONLY. ACTUAL UNITS MAY DIFFER SLIGHTLY IN APPEARANCE. FINISH: Baked enamel INSTALLATION: Shall follow manufacturer specifications as well as the information provided herein. STRUCTURAL PERFORMANCE: Models referenced herein are subject to the following design limitations: Maximum Rated Wind Pressures`: ± 119 psf Lateral, 94 psf Uplift - Required design wind pressures shall be determined according to the design pressure guide provided in the appendix or on a site -specific basis in accordance with ASCE 7 and applicable sections of the building code(s) being referenced in accordance with ASO methodology. - Required design pressures shall be less than or equal to the maximum pressures listed herein. -'Maximum Rated Wind Pressures indicate the maximum pressures that all units listed herein are approved for. Valid for at -grade and rooftop applications. See limitations herein. - Valid for use inside and outside the High -Velocity Hurricane Zone (HVHZ). - Site -specific wind analysis may produce alternate limitations provided maximum rated wind pressures stated herein are not exceeded. VISIT ECALC.10/33346 �$f� FOR ENGINEER CERTIFIED ORIGINALS & MORE INFORMATION ABOUT THIS DOCUMENT OR SCAN THIS OR CODE VISIT ENGINEERINGEXPRESS.COM/CARRIER FOR ADDITIONAL PLANS, REPORTS & RESOURCES ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SEAL REQUIRED TO BE VALID PER CODE: 'eumr Digitally signed by Frank Bennardo ='wt'yLa'llo%. Reason: Pouted copies ofthis document are not considered '- signed arW sealed;ThesignaNre __ >u must be yarded on any electronic .✓ C v copies. '"ssior�ai E``' Date: 2022.042709:58:24-0 W VALID ONLY FOR ZIP CODE: 33138 VALID ONLY FOR: Kool Flow Inc FOR PERMIT USE WITHIN 14 DAYS OF DIGITAL SEAL PE0046549 CA-9885 DIGITAL SEAL NOTICE: IF THIS DOCUMENT IS DIGITALLY SIGNED, THIS SHEET IS PART OF A DIGITALLY SIGNED FILE. IT SHALL REMAIN IN DIGITAL FORMAT, SHALL BE VERIFIED BY ELECTRONIC MEANS, & PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED. VISIT ECALC.10/DS TO LEARN MORE. PRINTED DOCUMENT NOTICE: IF THIS DOCUMENT IS PRINTED & DOES NOT CONTAIN AN ENGINEER'S ORIGINAL SIGNATURE & SEAL, THIS DOCUMENT IS VOID & NOT VALID FOR USE. PHOTOCOPIES ARE NOT PERMITTED FOR USE. Copyright ® Engineering Express® Inc. All Rights Reserved T1w FOU T E,lradr (b ? derert/e APPaOYEO 5101NiCE fsagabe ] ) ae: 'Aa andBpB„tlant person, arm or corporation, approved by me building official, who is competent and experienced in the application of engineering principles to materials, methods or systems analyses.' Engineering Express& professionals meal the competency requirements as dented in the FBC and can seal their work. Engineering Express® is requledV amounted! in conducting and providing ermineedmw eyaluations of simle-element and full-scale buildirm systems. CARRIER SPLIT UNITS IEngineering I TER-20-33346 SECTION 2 PRODUCT INSTALLATION Condem Note: Unit shown for illustration purposes only Hof or ground ucture / substrate increte, steel, minum see ledule below) Tie -down clips 1 or 2. See tables below for specifications Tie -down Strap & Clip Schedule Max Max Strap Tie Down Tie Down Unit Model` Lateral Uplift Req'd? QTy Clip #(1) Clip #(2) Pressure Pressure City City Mini, Small, 50 psf 39 psf NO N/A 4 4 Medium 104 psf 83 psf NO N/A 8 4 Mini, Small, Medium, & 119 psf 93 psf YES 2 8 4 Large Note: Straps shall be wrapped as shown in details on section 3. 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 (to Concrete Slab or Metal Host) Max Max Concrete 1/8"Min 1/8" Min Unit Model' Lateral Uplift 3,000 psi A36 Steel 6061-T6 Pressure Pressure Aluminum Mini, Small, 50 psf 39 psf A N/A N/A 119 psf 94 psf N/A B B Medium, Large Panel Integrity Summary Unit Model' Panel Max Applied Wind Pressure Pressure Direction Add'I Screws Needed (pcs) Top Panel 94 psf Uplift NONE Louver 1 119 psf Lateral NONE Mini Louver 2 119 psf Lateral NONE Control Cover 119 psf Lateral NONE Top Panel 94 psf Uplift NONE Louver 1 119 psf Lateral 2 Small, Louver 2 119 psf Lateral 2 Medium, Large Louver 3 119 psf Lateral 2 Louver 4 119 psf Lateral 2 Control Cover 119 psf Lateral NONE + See tables provided below for cabinet classification Installers must ensure ONote: m that screws used to fasten Me se -down clips with he unit m base pan do not touch he mil PI in order to prevent any O damage to he mil. �0 a TIE -DOWN CLIP (1) (GROUND AND ROOF APPLICATION) When using Miami Tech kit # CBCUTD4KG for ground & kit # CBCUTD4KR for roof application.; CUTD V wide ASTM A653 galvanized steel 0.07" (FL19731.2) thickness of varying length for all cabinets tied to a roof structure or ground structure, hasten number of Gips per "Tie Down Strap Clip Schedule". Using qty. 2 anchors from Anchor Types to Host Structure table of #10 SS 410 self -drilling screw to fasten clip to unit base pan. Locate clips at 3" from the appropriate comer using and equal number of clips near comers on opposite sides. TIE -DOWN CLIP (2) (GROUND AND ROOF APPLICATION) When using BMP Clip part# TD042; Twice ASTM A283 (Grade D) steel 0.113" thickness of varying length for all cabinets tied to a roof structure or ground structure, fasten number of Gips per 'Tie Down Strap Clip Schedule". Using qty. 2 anchors from Anchor Types to Host Structure table and qty. 4 #12 SAE grade 5 sheet metal screws to fasten clip to unit base pan. Locate clips at 3- from the appropriate comer using and equal number of dips near corners on opposite sides. Tie -clown Strap & Clip: (for roof applications) - Minimum edge distance 3" from the unit comers. - 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 Types to Host Structure (to Concrete Slab or Metal Host): A. (Concrete Slab) — 114" Dewalt ULTRACON SS4 Anchor embedded 1 314"" in 3,000 psi concrete. 2 1/2" from edge minimum. B. (Metal Host) — 1/4" -20 UNC SAE Grade 5 bolt min. 1/2" from edges with nut and washer OD 1" NA. - No anchors apply Note; any Louver panels contained by straps or clips shall not be reinforced, otherwise reinforce with #10 410 SS screws, amount of screws required are dictated by panel Integrity table. Place screw at the bottom part of the louver, joining the louver with the base pan. IN ALL CONDITIONS IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WITHSTANDING THE RATED GRAVITY, LATERAL, AND UPLIFT FORCES BY SITE -SPECIFIC DESIGN. NO WARRANTY OF ANY KIND, EXPRESSED OR IMPLIED, IS OFFERED BY ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS INCURRED BY THIS UNIT. CORP OFC: 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 2of5 (954) 354-06601(866) 396-9999]ENGINEERING EXPRESS. COM I TEAM�Io ENGI NEERINGEXPRESS. COM CARRIER SPLIT UNITS Engineering I TER-20-33346 SECTION 3 DETAILS STAND RAIL (BY OTHERS), TYP. SEE DETAIL i - i MECHANICAL UNIT i N.T.S. BACK ISOMETRIC (2) #14 SMS AT EACH STRAP END TO WEB OF THE SUPPORT ANGLE PORT ANGLE OTHERS) NOTE BELOW 3 MECHANICAL UNIT i N.T.S. FRONT ISOMETRIC CONTROL LOUVERS, COVER i.,, TYP. r it TIE -DOWN Ir _ _ CLIP A. SEE CLIP NOT -UNIT BASE PAN _-_ ANCHOR PER - SCHEDULE SUPPORTANGLE STAND RAIL _. (BY OTHERS) (I -BEAM) BY SEE NOTE BELOW OTHERS GALV. A2STM _-_ _A36 STEEL 8 STRAP, SHALL PASS OVER O� THE UNIT TO I -BEAM ON Y�I OPPOSITE SIDE. (2) #14 SAS AT EACH STRAP END TO UNDERSIDE OF THE I -BEAM 5 TIE -DOWN CLIPS & STRAPS i N.T.S. ELEVATION VIEW D SUPPORTANGLE (BY OTHERS) SEE NOTE BELOW (2) 1'x22ga GALV. ASTM A36 STEEL STRAP. STRAPS SHALL BE SECURELY TIGHTENED SNUG AGAINST UNIT, TYP. C 2 MECHANICAL UNIT i N.T.S. FRONT ISOMETRIC DATUM FACE CUP B D RAIL 6 CUP A & — BY�OTHERS), � M. 4--{ DIM. 1 DIM. 2 •- DIM. 4 — • DIM.3 F3 3 CLIP SUPPORT ANGLE SEE NOTE BELOW %a1TIE-DOWN CLIP LAYOUT i 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 DM. 3' 5.00" MAX OFFSET FROM DATUM FACE DM. 4 L0.00" MAX OFFSET FROM OPPOSITE FACE Note: 1. Miami Tech support angle part number CBCAB30K, CBCAB42K, under NOA #16-0601.01 or equivalent is permitted. 2. Louver panels that are not being contained by the straps or clips shall be reinforced with #10 410 SS screws; amount of screws required are dictated by panel integrity table. Place screw at the bottom part of the louver, joining the louver with the base pan. CORP OFC: 160 SW 12T" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 3of5 (954) 354-06601(866) 396-9999IENGINEERINGEXPRESS.COMITEAM@ ENGINEERINGEXPRESS.COM CARRIER SPLIT UNITS Engineering I TER-20-33346 CABINETS & DIMENSIONS Cabinet Unit Model Width (in) Depth (in) Height (in) Large 25VN*024 35.00 35.00 44.00 Large 25VN*036 35.00 35.00 44.00 Large 25VN*048 35.00 35.00 44.00 Large 25VN*060 35.00 35.00 44.00 Mini 25VN'813 23.13 23.13 31.63 Mini 25VN*824 23.13 23.13 31.63 Mini 25VN*825 23.13 23.13 38.44 Mini 25VN'836 23.13 1 23.13 1 31.63 Medium 25VN'837 31.19 31.19 1 39.75 Medium 25VN*848 31.19 31.19 38.44 Medium 25VN*860 31.19 31.19 43.19 Large 25HN*924 35.00 35.00 40.63 Large 25HN*936 35.00 35.00 44.06 Large 25HN'948 35.00 35.00 47.44 Large 25HN*960 35.00 35.00 47.44 Large 25HN*624 35.00 35.00 40.63 Large 25HN*636 35.00 35.00 40.63 Large 25HN*648 35.00 35.00 1 40.63 Large 25HN*660 35.00 35.00 47.44 Medium 25HN*518 31.19 31.19 29.56 Large 25HN*524 35.00 35.00 33.88 Large 25HN*530 35.00 35.00 37.25 Large 25HN'536 35.00 35.00 37.25 Large 25HN*542 35.00 35.00 30.44 Large 25HN*548 35.00 35.00 33.88 Large I 25HN'560 35.00 35.00 40.63 Mini 24VN*913 23.13 23.13 31.63 Mini 24VN*924 23.13 23.13 31.63 Mini 24VN*925 23.13 23.13 38.44 Mini 24VN*936 23.13 23.13 38.44 Medium 24VN*937 31.19 31.19 39.75 Medium 24VN*948 31.19 31.19 39.75 Large 24VN*949 35.00 35.00 44.00 Medium 24VN*960 31.19 31.19 43.19 Large 24AN'124 35.00 35.00 40.63 Large 24AN'136 35.00 35.00 47.44 Large 24AN*148 35.00 35.00 47.44 Large 24AN*160 35.00 35.00 47.44 Medium 24AN'724 31.19 31.19 36.38 Medium 24AN*736 31.19 31.19 36.38 Large 24AN*748 35.00 35.00 40.63 Large 24AN'760 35.00 35.00 40.63 Medium 24AN'618 31.19 31.19 29.56 Medium 24AN*624 31.19 31.19 29.05 Medium 24AN*630 31.19 31.19 32.94 Large 24AN'636 35.00 35.00 30.44 Large 24AN*642 35.00 35.00 40.63 Large 24AN*648 35.00 35.00 40.63 Large 24AN*660 35.00 35.00 47.44 Large 24VN'024 35.00 35.00 43.81 Large 24VN'036 35.00 35.00 43.81 Large 24VN*048 35.00 35.00 43.81 Large 24VN*060 35.00 35.00 43.81 LIMITATIONS & CONDITIONS OF USE: Cabinet Unit Model Width (in) Depth (in) Height (in) Large 25HC*624 35.00 35.00 39.13 Large 25HC*636 35.00 35.00 39.13 Large 25HC'648 35.00 35.00 39.13 Large 25HC'660 35.00 35.00 45.94 Medium 25HC'518 31.19 31.19 28.94 Large 25HC*524 35.00 35.00 32.31 Large 25HC'530 35.00 35.00 32.31 Large 25HC-536 35.00 35.00 35.75 Large 25HC'542 35.00 35.00 28.94 Large 25HC'548 35.00 35.00 28.94 Large 25HC*560 35.00 35.00 39.13 MediumlZedium 24AC-724 31.19 31.19 35.75 MediumlZedium 24AC-736 31.19 31.19 35.75 Large 24AC*748 35.00 35.00 39.13 Large 24AC*760 35.00 35.00 45.88 Small 24AC*618 25.75 26.75 28.69 Medium 24AC-624 3116 3216 28.31 Medium 24AC*630 31.19 31.19 32.31 Large 24AC*636 35.00 35.00 28.31 Large 24AC*642 35.00 35.00 39.13 Large 24AC*648 35.00 35.00 32,31 Large 24AC'660 35.00 35.00 45.94 Large 24VN"624 35.00 35.00 43.81 Large 24VN*636 35.00 35.00 47.19 Large 24VN'648 35.00 35.00 47.19 Large 24VN*660 35.00 35.00 47.19 Large 25VN'424 35.00 35.00 43.81 Large 25VN*436 35.00 35.00 47.19 Large 25VN*448 35.00 35.00 47.19 Large 25VN-460 35.00 35.00 47.19 Mini Cabinet Top panel Control Cover Small Cabinet r H Note: Image Is not W scale and Is for Illustration purposes only. Actual units may differ slightly In appearance. Tap panel 2 r. 3 Conlel Coverer Use of this product shall be M strict accordance With this TER as noted herein. The supporting host wucture Shan be assigned M redst an superimposed loads as determined! by others on a site sponge basis as may be required by Me Authmey Having Judsdle ion. Host structure coMidms whits are nit accounted for in his product's respective anchorschedule shall be designed on a sitsspeshcbasis by a registered professional prompt No evaluation is offered for the host supportirg structure by use of this document; Adjudnent radians noLLW hereN and ire applicable angles must be considered, where applcable. M supporting components which am permanently, installed shall Da protected against canosion, contamination, and other such damage at a! times. Fasteners must penetrate Me suppodieg members such het de full length of Me Mreeded portion kembedded within the main member. An anchors, screws, Maps, dips, and egadment nett can be subduled for equivalent park, as long as the capacities of Me egutvalem parts are agent oraVonger. Unit Integrity Is not marelatmy, however, this TER canines regardless. This evaluation does net offs any evaluation M meet large usage imad debts requirements which typically are not required far this type of product. All tie wind resisting axlar or panels, adlvinuany meet or exceed their aloud y to resist the design wind leads as stated In Me caioilatbns as required by tie miles and slardams su ad heein. Duo to %e sdetemnate nature of Mass units, distortion and deflection canmt be nocuously evaluated, but wits diaphragm anion of edema) components and internal stiffeners, Me base unit has he capacity b Immund Mass fords with individual external park being contained. Yearly Inspections. Acing equipment maintenance or agora named storm: all screws, cabinet canponents, dos. anchor, bolls, daps and abks are to ba yetfied by the MC oontrada. Andamaged aWndscreponenk, loose,manned,MMnsaewsamn bolus Hberepbmdtoenwreducturalintegttyrorhumcaneendfaces. CORP OFC: 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 4of5 Medium and Large Cabinet ontrol Cover f Prcj.0 Remarks By I Checked Date 163190.2 Initial laws U10 FLB ai 17 20-33346 Update to 2020 FBC CCB 12/16120 C (954) 354-06601(666) 396-9999 1 ENGINEERINGEXPRESS.COM i TEAM@ ENGI NEERINGEXPRESS. COM CARRIER SPLIT UNITS Engineering TER-20-33346 APPENDIXA: DESIGN WIND PRESSURE GUIDE Max. Ult. Wind Speed (V„R) Max. MRH (Roof Height) Exposure Category Required Design Wind Pressures (ASD) lateral Pressure Uplift Pressure 140 mph At -Grade (0 ft) C 26 psf 21* psf D 31 psf 25• psf 300 ft C 67 psf 53 psf D 75 psf 59 psf F200 ftC 200 ft 76 psf 60 psf D 84 psf 67 psf 175 mph At -Grade (0 ft) C 40 psf 32• psf D 49 psf 39• psf 100 ft C 104 psf 82 psf D 117 psf 93 psf 200 ft C 119 psf 94 psf D 186 mph At -Grade ft) C 46 psf D 55 psf 100 ft C 117 psfDC ;36*psf(0 135-ps# -. 200 ft D 1441 sf lug indicates a design wind pressure that is not approved for use by this evaluation. Seek additional engineering or contact this office for design solutions. DIRECTIVE: This design pressure guide is for reference only and shall be approved for use by the Authority Having Jurisdiction (AHJ). If the design pressures listed in this guide are not used, required design pressures shall be calculated on a site -specific basis by others. For site -specific scenarios classed as Exposure Category B, the required design pressures staled for Exposure Category C in the above guide shall be used or design pressures shall be calculated separately. For heights and parameters beyond the above values, consult with an engineer for a site -specific analysis. The required ASD design pressures listed in the above guide were calculated based on the parameters listed below. The project design professional or permitting contractor shall verify that the site -specific conditions are equal to or less than the design parameters listed below. `Note: Per the codes and standards referenced herein, uplift is optional for mechanical equipment at -grade. At the discretion of the AHJ, uplift may be taken as 0 psf or as the value listed in the guide. At -Grade (0 ft MRHI Required Desian Pressures o ASCE 7 "Design Wind Loads: Other Structures" o Structure Shape = Square, flat terrain o Height of structure (unit + stand or curb, if used) = 6 It max. o Width of unit = 1 It min., Depth of unit = 1 it min. o Uplift Pressure = Lateral Pressure x 1.5 / 1.9 (if considered) Rooftop (>15 It MRHI Reauired Desian Pressures: o ASCE 7 "Design Wind Loads: Other Structures: Rooftop Structures and Equipment for Buildings" o Structure Shape = Square, flat terrain o z=up to 7ft, where z= height of stand or curb +%unit height o Lateral GCr= 1.90; Uplift GG= 1.50 VISIT ECALC.10/FORCES Oti !Q FOR HELP DETERMINING DESIGN �� PARAMETERS AND TO SEE MORE EXAMPLES, ❑ OR SCAN THE OR CODE TO THE RIGHT > ■ UNIT REACTIONS FROM WIND GUIDE DIRECTIVE: This guide is intended for use by a project design professional. Design parameters shall abide all U specifications and limitations stated in this report. Design Professional shall consider all forces, including seismic and snow loads per governing building codes. Unit reactions obtained from this guide shall be verified by a registered Professional Engineer. Reactions are applicable for unit -to -host connections only. Sample calculations • D/2 are provided below. Design Parameters: • - Lateral Wind Pressure, Plat - Uplift Wind Pressure, P—up D - Unit Height, H - Unit Depth, D - Unit Width, W - Unit Weight, Wt Support Spacing across Depth, ad - Support Spacing across Width, sw Unit Reaction Equations: N 1 = Wt Long Side (Width x Height): Short Side (Depth x Height): - Sliding Force, L= Plat x W x H - Sliding Force, L= Plat x D x H • - - Uplift Force, U = P_up x W x D - Uplift Force, U = P—up x W x D sd - Total Tension per Long Side = - Total Tension per Short Side = (Lx H/2+Uxsd/2—Wtx0.6xsd/2I/ad (Lx H/2+Uxsd/2—Wtx 0.6xsd/2)/sw Example: A (48" W x 36" D x 42" H), 250 lb net weight unit at wind pressures of 120 psf lateral and 95 psf uplift, on a 24" wide roof stand, shall have the following unit reactions: Long Side (Width x Height) Short Side (Depth x Height): 1. Sliding Force, L= P—lot x W x H 1. Sliding Force, L= P lot x D x H = (120 psf) x (48 in) x (42 in) x (1 in2/ 144 ft2) = 1680 lb = (120 psf) x (36 in) x (42 in) x (1 ina/ 144 ftt) = 1260 Ib 2. Uplift Force, U= P_up x W x D 2. Uplift Force, U= P—up x W x D = (95 psf) x (48 in) x (36 in) x (1 in'/ 144 It) = 1140 lb = (95 psf) x (48 in) x (36 in) x (1 in 144 ft') =1140 lb 3. Total Tension per Long Side = 3. Total Tension per Short Side = =(Lx H/2+Uxsd/2—Wtx 0.6xsd/2)/sd =(Lx H/2+Uxsd/2—W1x 0.6 x sd/2 )/sw _ ( (1680 lb x 4212 in) + It 140 lb x 24/2 in) — _ ( (1260 lb x 4212 in) + (1140 lb x 24/2 in) — (250Ibx0.6x24/2in) )/24in=1965Ib (250Ibx0.6x2412in))/48in=1046Ib IN ALL CONDITIONS IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WRHSTANDING THE RATED GRAVITY, LATERAL, AND UPLIFT FORCES BY SITE -SPECIFIC DESIGN. NO WARRANTY OF ANY KIND, EXPRESSED OR IMPLIED, IS OFFERED BY ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS INCURRED BY THIS UNIT. CORP CIFC: 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 5of5 (954) 354-0660I(866) 396 -9999 1 ENGINEERINGEXPRESS.COM I TEAM@ ENGI N EERING EXPRESS. COM Ron DeSantis, Governor Halsey Beshears, Secretary dbpr a STATE OF FLORIDA DEPARTMENT nC7 BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE CLASS A AIR CONDITIONING CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES HYLTON, GERVAISE WV tl` KOOL FLOW INC 5945 SW 21ST STREET BUILDING J WEST PARK FL 33023 �. LICENSE NUMBER: CAC1816347 EXPIRATION DATE: AUGUST 31, 2022 Always verify licenses online at MyFloridaLicense.com ❑� ?t- +. LL Do not alter this document in any form. Rx •� k"{� ' This is your license. It is unlawful for anyone other than the licensee to use this document.