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MC-19-551Miami Shores Village 10050 NE 2 Ave Miami Shores Fl. 33138 305-795-2204 Issue.. Date, Location Address Parcel Number 74 NE 111TH ST, Miami Shores, FL 33161 1121360040070 Contacts JAYSON BABEL Owner 74 NE 111 ST, MIAMI SHORES, 33161 Home: 9546739397 COOL AIR USA Contractor KEVIN FOSTER 3901 NW 16 ST, LAUDERHILL, FL 33311 Business: 9546352842 permits@coolairusa.com Mobile: 9544714108 Inspection Requests: Description: A/C EXACT CHANGE OUT - A/C REPLACEMENT 3.5 Valuation: $ 4,700.00 TON CARRIER Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $2.47 DCA Fee $2.00 Education Surcharge $1.00 Permit Fee $114.50 Scanning Fee $9.00 Technology Fee $4.11 Total: $186.08 Payments Date Paid Amt Paid Total Fees $186.08 Credit Card 03/18/2019 $136.08 Credit Card 03/13/2019 $50.00 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 myse�1f4gy 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 aII worrlc� will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named . ntrq to o the work stated. Authorized Signature: Owner / Applicant / Contractor / Ag nt I W I l Date March 18, 2019 Page 2 of 2 ��` Miami Shores Village v Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION F-IBUILDING ❑ ELECTRIC ❑ ROOFING RECEIVED MO 13 2019 BY: FnBC 20 nL Master Permit No. 1 " c o Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING * MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: �) q ( 3 v [ \ l6 Folio/Parcel#:_ I( a U Wq bU 10 Is the Building Historically Designated: Yes 4A*— NO _ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Nam�ef (Fee Simple Titleholder): JAA so N Q• 5G, It Phone#: cA�q <g4� Der" Address: City: MAMA !jANO ttState: ��� Zip: 33 (61. Tenant/Lessee Name: one#: Email: //�� �,�p 11. (�4+r (/'�' xeyl� (7qL Phone#: G .� (( CONTRACTOR: Company Name: 1P0� l( Address:3�101 lJ�1 �'yj 2 City: � State: � � � Zip: J� ( � Qualifier Name: K6 h e S Phone#: r_ �' L State Certification or Registration #: DESIGNER: Architect/Engineer: OkA OJ 3 -V T3 Certificate of Competency #: ne#: Address: City: State: Value of Work for this Permit: $ Square/LineajRepair/RejIac tage of Work: Type of Work: 1-1Addition❑ Alteration ❑ New e Description of Work: Al fIV�t�� fdtKY�G `L1°'r Zip: ❑ Demolition 4t&ADe Specify color of color thru tile: Submittal Fee $Eb) � M Permit Fee $ it CCF $ CO/CC $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ i 3 b .y (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. Sign aturerr ��— �' Signature 61 OWNER or AGENT �0�'u� CONTRACTOR �• The foregoing instrument was acknowledged before me this (I_ day of A 3 20 r by QV'S©who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: Seal: ANGELAC MARTINEZ * Commission # GG 129527 Expires July 30, 2021 Bonded Thru Budget Notary Services. The foregoing instrument was acknowledged before me this day of 20 (01 by P.L'I aS%i>, who is personally known to me or who has produced identification and who did take an oath. ANGELAC MARTINEZ NOTARY PU C: * * Commission # GG 129527 N� o� Expires July 30, 2021 9rFOF F1.�? Bonded Thru Budget Notary Services Sign: 1 Print: iG�iA- �lA /tai Seal: sass*staststattsttstssstatattt**ssatstsssts* atatata*astttattss�:aststasatasaatsta**a**stt*tttts:sat:::* APPROVED BY ss � � Pla s Examiner Zoning Structural Review Clerk (Revised02/24/2014) Summary Report Property Information Folio: 11-2136-004-0070 Property Address: 74 NE 111 ST Miami Shores, FL 33161-7047 Owner JAYSON P BABEL LE REM NANCY MARTIN Mailing Address 74 NE 111 ST MIAMI SHORES, FL 33161 USA PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 2,279 Sq.Ft Living Area 1,503 Sq.Ft Adjusted Area 1,897 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1942 Assessment Information Year 2018 2017 2016 Land Value $230,638 $230,638 $198,007 Building Value $132,031 $132,031 $132,031 XF Value $2,491 $2,526 $2,561 Market Value $365,160 $365,195 $332,599 Assessed Value $234,563 $229,739 $225,014 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $130,597 $135,456 $107,585 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 36 52 41 COLLEGE HEIGHTS PB 42-8 LOT 7 BLK 1 LOT SIZE 75.000 X 123 OR 17416-2106 1096 1 Generated On : 3/8/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $184,563 $179,739 $175,014 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $209,563 $204,739 $200,014 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $184,563 $179,739 $175,014 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $184,563 $179,739 $175,014 Sales Information Previous OR Sale Price Book- Qualification Description Page 07/18/2018 $100 31095- Corrective, tax or QCD; min consideration 1976 07/03/2018 $430,000 31068- Qual by exam of deed 3760 12/01/2003 $0 21943- Sales which are disqualified as a result of 1204 examination of the deed 12/01/2003 $250,000 21943- Sales which are qualified 1203 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/disclaimer.asp Version Cool Air USA- We Care About Your Air! 3901 NW 16th St. Lauderhill, 33311 877-895-1155 CAC 1815656 Work Location Primary Jason Babel Contact: Richard Martin 74NE111ST Miami Shores, FL 33161 (954) 842-0815 (917) 340-7569 call E-Mail: jayson@jpbabelconsulting.com Work Date Arrive Between 11-Mar-2019 3:OOPM - 6:OOPM Terms Last Service Teams Net 30 28-Feb-2019 Permit Follow up Summary Submit Permit (Installing 3/11/19) P CE2601CIO - HEATERT FOR CARRIER 4 TON P *Breaker -New Breaker 35Amp GE Double Breaker + Labor + 1Yr Warranty on Parts P OC80011/2SHEETQ - 1.5 DUCT BOARD SHEET S Installation Service Installation Service CA14NA0420OG/F84CNF042L00 - CARRIER 3.5 TON 14 SEER P CA14NA0420OG - CARRIER 3.5 CONDENSER P FB4CNF042L00 - CARRIER 3.5 D (� A/H 4CARRIER PERMIT INSTALL KIT 3-5 TON - CARRIER 3-5 TON INSTALL KIT x P 21449976374 - Float Switch A/H Drain Safety Switch SMDSS2 Float Switch A/H SMDSS2 P 92097951426 - Tapcon Concrete Anchors 1/4 x 1 1/4 P CD2290/S - LOCIQNG CAPS P ARM7812 WHITE -REF - 7/8 7/8 ARMOR FLEX COVER FOR 7/8 COPPER LINES WHITE ARMOR FLEX P TP-BMT-D04 - 4" CONDENSER TIE DOWNS P AIR FILTER - AIR FILTER / P TH1110D2009/U - HONEYWELL T1 NON PROGRAMMABLE STAT x Work Order 270085 $0.00 1.00 $0.00 1.00 $0.00 1.00 $0.00 1.00 $0.00 1.00 $0.00 1.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 4 MECHANICAL REVIEW APPROVED_.DATE,_._____ Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756iW2 AIR CONDITIONING REPLACEMENT DATA •"••• PERMIT NUMBER;. f4 •••• • • y ALL air conditioning replacement permit applications. Each unitbakange-outtfl04r be on its own data sheet. Multiple units on single sheets are not acceptable. ...... Job Address where the work is being done): • • city• iami Shores Villa County: iami Dade Zip Code: I b •:. • v • ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SL'AS• ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA S HEFT REQUIRED Change disconnecting means: YES ❑ NO Ck ARHI Sheet Attached: YES Ej2 /No ❑ Contract Attached: YES 1. 2. 3. 4. UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER (r C. x 0 C>C AHU or PKG. UNIT MODEL # CIAIW VOID& CA V [L 000 COND. UNIT MODEL# C KW HEAT t Q NOM TONS AHU3 CU'S° PKG 1) M.C.A AH o U o 69KG -- AH b'C ` PKG 2) M.O.P AH b@ o 'PKG AH CLT PKG 3) VOLTS AHU CU PKG PKG UNIT / . / `— PKG UNIT EER/SEER YES REPLACING DUCTS YES YES 0 REPLACING THERMOSTAT YES N YES 0 NEW 4"CONCRETE SLAB YES YES 4a2NEW ROOF STAND YES YES 0 NEW RETURN PLENUM BOX YES NO Minimum Circuit Ampacity (Wire Size): Maximum Overcurrent Protection (Fuse/Breaker Size): Voltage of Circuit (208/ 40 80): Z o . Size Disconnecting Means: 0' i)tM sit 5 —A Contractor's Company Name: State Certificate or Registration Signature of Competency No. (Revised02/24/2014) f w e Certificate of Product Ratings AHRI Certified Reference Number: 9194236 Date : 03-10-2019 Model Status : A&t1ve * • • • • AHRI Type:RCU-A-CB "';•• �••'.; • 40044 Series: l4SEER AC •••• � .����� Outdoor Unit Brand Name: CARRIER ' 00000 Outdoor Unit Model Number (Condenser or Single Package) : CA14NA042'0"A' • • • • .. Indoor Unit Model Number (Evaporator and/or Air Handier): FB4CNP048L •••••• Region : Southeast and North (AL, AR, DC, DE, FL, GA, HI, KY, LA, MD, MS, NC, OK, SC, TN, TA VA. , CO, •••••• •• IA, IN, KS, MA, ME, Ml, MN, MO, MT, ND, NE, NH, NJ, NY, OH, OR, PA, RI, SD, UT, VT, WA, A, WI, 1NY. MIS, •••••• • 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 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 ANSI/AHRI 2101240 with Addenda 1 and 2, 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), btuh : 39000 SEER 15.00 EER (A2) - Single or High Stage (95F) : 12.50 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 offering for sale. Ratings that are accompanied by WAS indicate an involuntary re -rate. The new published ratina is shown alone with the previous (i.e. WAS) ratina. 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 AL— U—M 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. - ©2019Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 131967171307967747 ENGINEERING t EX PPESS ✓ E.X. P.E.R.T. (Engineering Express Product Evaluation Report) 160 SW 12TH AVE SUITE 106, DEERFIELD BEACH, FL 33442 (954) 354-0660 I ENGINEERING EXPRESS.COM 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 (Issued January 1, 2018 Subject to Renew July 1, 2019) (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 Sixth Edition (2017) per FBC Section 104,11.1, FMC 301.15, FBC Building Ch. 16, ASCE-7-10, 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 107.3.4. 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 products) 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. TER-16-3190.1 Flori&CBui1.ding Code%jtr.�tlition (2017) ti r- • • • • . • • • 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. ORIGINAL SIGNATURE AND RAISED SEAL OR DIGITAL SEAL REQUIRED �O BE VALID PER CODE: Frank L. Bennardo, P.E., SECB// 9 Signed by If Checked: ENGINEERING EXPRESS / Gordon DiBattisto, PE FL PE #0046549 FLCA #9885 FL PE #82328 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 © 2018 Engineering Express& / Frank L. Bernardo PE, Inc. All Rights Reserved The FBC 6" Edition (2017) defines APPROVED SOURCE (Section 202) as: "An independent person, firm or corporation, approved by the building official, 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 Note: Unit shown for illustration purposes only. TIE -DOWN STRAP & CLIP SCHEDULE Roof or ground structure / substrate (concrete, steel, aluminum see schedule below) lips 1 or 2. below for specifications + Cabinet Ground or Roof Height* Tie -down Strap Strap Tie -down Clips (1) Tie -down Clips (2) Ground NA NA 8 4 Table 1 Up to 60' (80') 2 Required 8 4 Up to 120' (15=AN red 8 4 Up to 200' (25red 8 4 Grou8 4 Table 2 Up to 60'(8red 8 4 Up to 120'(15red 8 4 Up to 200'(25red 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 V 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 installer's discretion. ANCHOR TO HOST STRUCTURE SCHEDULE Unit Model+ Ground or Roof Height* g Anchor Type Concrete 3,000 Psi 1/8" Min A36 Steel 1/8" Min 6061-T6 Aluminum Ground A NA NA U to 60' 80' NA B B Table 1 NA B B PqGraound NA B B A NA NA Up to 60' 80' NA B B Table 2 Up to 120' 150' NA I B B Up to 200' 250' NA IB B 00 Note: Installers must ensure that screws used to fasten the tie -down clips with the unit base pan do not touch the coil in order to prevW)l i �y • damy to the coil• • TIE -DOWN CLIP (1) • • • • • • • • (GROUND AND ROOF APPLICATION) • • • • • • •• Miami Tech CUTD 1" wide fkBTM4A6>63 galvanized steel 0.07" thick•• •• of varying length (FL19731.Z)•p%VMa/ent for all cabingts tied d&,?h• • • to a roof structure or ground structure; fasten cRd'to st*ucture uaigg... • anchor from Anchor Sched4d9t8 hOsfStructure Table and (2) #10 SS • 410 self -drilling screw to fasten clip:o unit base pan. Install in unit ' 0 with quantities shown in Tie -down Strap & Clipe%"% Locate Mips! • • • at 3" min away from the approprjaTe�corner using four clips per Aide • (two at each corner) and "r clips opposite s�dg in the sere%... configuration. Miami Tech kit # CBCUTD4*G for grpund & Pit # • CBCUTD4KR for roof application. 0000 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 part number TD-042. Tie -down Strap & Clip: (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 Types to Host Structure: A. — 114" ELCO ULTRACON SS4 Anchor embedded 1 3/4"" in 3,000 psi concrete. 2 112" from edge minimum. NOA No. 15-1205.05 B. —114" -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 UNIT. ENGINEERING EXPRESS° 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 2 of 5 (954)354-0660ENGINEERINGEXPRESS.COM Copyright ©2018Engineering Express@ / Frank L. Bennardo PE, Inc. All Rights Reserved C, CARRIER SPLIT UNITS Engineering Express° I TER-16-3190.1 SECTION 3 SUPPORTING CALCULATIONS & SUMMARY FORCES SUMMARY Unit Lateral Uplift Large Side Large Side Large Short Short Short Uplift Ground or Roof Side Side Side Side Model+ Height* Pressure Pressure Force Overturn Fer�c� (Psf) (Psf) (Ibs) (Ibs-in) Tension Force Overturn Tension • (Ibs) (Ibs) (Ibs-inr 4• (+bs) Ground 43.2 0 482.0 11082.0 315.0 482.0 11082!6 ;'A5.0 • -C.-O. • Table 1 Up to 60' (80') 151.2 73.1 1688.0 49656.0 1519.0 1688.0 49656.0 1119.0 622.0 Up to 120' (150') 173.8 84.1 1940.0 57082.3 1753.0 1940.0 5708% 9'53.0 •-A� Up to 200' (250') 193.0 93.4 2155.0 63393.3 1951.0 2155.0 63391.43• 6 .7851.0 794.0 Ground 43.2 0 482.0 11082.0 315.0 482.0 11082-ID •315.0 ..l?Q' Table 2 Up to 60' (80') 151.2 73.1 1688.0 49656.0 1519.0 1688.0 4965110' *Z19.0 6K.0 Up to 120' (150') 173.8 84.1 1940.0 57082.3 1753.0 11940.01 570 .3 1753.0 Up to 200' (250') 193.0 93.4 2155.0 63393.3 1951.0 12155.01 6331" 951.0 794.0 Calculations performed according to the information provided by the client. Cabinets were assumed solid (0% porosity) for shear and tension calculaT4r%uTases. PANEL INTEGRITY SUMMARY Unit Model+ Ground or Roof Height* Panel Name Applied Wind pressure (lb/ft2) Force on Panel (Ibs) Add I Screw Qty Needed (PCs) Additional reinforcement required beyond original manufacturing Table 1 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 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 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 Upto200'(250') ICONTROLCOVER TOP PANEL 93.4 794.5 NO 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 EXPRESSO 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 3 of 5 (954) 354-0660 ENGINEERINGEXPRESS.COM Copyright©2018 Engineering Expressq@ / Frank L. Bennardo PE, Inc. All Rights Reserved CARRIER SPLIT UNITS Engineering Express' I TER-16-3190.1 SECTION 4 DETAILS (2) 1"x22ga GALV. ASTM A36 STEEL STRAPS SE SECURELY NED SNUG T UNIT, TYP. STAND RAIL (BY OTHERS), TYP. 5EE DETAIL tt)­ 1 MECHANICAL UNIT N.T.S. FRONT ISOMETRIC STAND RAIL zj� (BY OTHERS), -"SUPPORT ANGLE TYP, SEE NOTE BELOW (2) #14 SMS AT EACH STRAP END TO WEB OF THE SUPPORT ANGLE TIE -DON CLIP SEE CL NO' 3"� MECHANICAL UNIT / N.T.S. FRONT ISOMETRIC r CCONTROL GRILLE, COVER TYP, : ! f I nr II V II oil II fill ir4ml BASE SUPPORT ANGLE, SEE NOTE ANCHOR PER SCHED SCHEDULE STAND RAIL (I -BEAM) BY OTHERS Ir CONTROL BOX • • • •• • ! •• • • • • ..f•G•�• • • • • • so •••••• • •••• • •e•••• •\ • • • • • ••••• it #• •• •• •• •••••• SUPPORT ANGLE • •: • • • • SEE NOTE BELOW • • • •••••• •••••• • • • • • •• • • •• • •••••• 2 MECHANICAL UNIT ••:•.' • N.T.S. BACK ISOMETRIC DATUM FACE CLjp A \—STAND RAIL (BY OTHERS), DIM. 1 DIM. 2 —� 1---DIM. 4 -, DIM. 3 I 1 \ CLIPC) `��CLIP�D1 SUPPORT ANGLE SEE NOTE BELOW 4 TIE -DOWN CLIP LAYOUT N.T.S. PLAN (1) 1"x22ga GALV. ASTM -A36 STEEL STRAP, SHALL PASS OVER THE UNIT TO I -BEAM ON OPPOSITE SIDE. (2) #14 SMS AT EACH STRAP END TO UNDERSIDE OF THE I -BEAM TIE -DOWN CLIP OFFSETS: DIM. 1 1 5.00- MAX OFFSET FROM DATUM FACE DIM. 21 5.00" MAX OFFSET FROM OPPOSITE FACE DIM. 31 5.00" MAX OFFSET FROM DATUM FACE DIM. 4 10.00" 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 12" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 4 of 5 (954)354-0660ENGINEERINGEXPRESS.COM Copyright ©2018Engineering Express& / Frank L. Bennardo PE, Inc. All Rights Reserved CARRIER SPLIT UNITS Engineering Express° I TER-16-3190.1 CABINETS & DIMENSIONS TABLE 1 UNITMODEL 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 CA16**42 35.00 35.00 39.13 213 CA16**48 35.00 35.00 39.13 264 CA16**60 35.00 35.00 45.94 272 CA14**18 23.13 23.13 24.81 123 CA14**24 25.75 25.75 25.00 119 CA14**30 31.19 31.19 31.81 151 CA14**36 31.19 31.19 24.81 134 CA14**42 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 31.19 31.19 28.69 198 TABLE 2 UNIT MODEL WIDTH (in) DEPTH (in) HEIGHT (in) • WEIGHT (Ibj)0 • • 25HB*518 31.19 31.19 313 4 169 25HB*524 35.00 35.00 &"-qK• • 2% • 25HB*530 35.00 1 35.00 03"0* 196 0 25HB*536 35.00 35.00 •3�•A3 245 25HB*542 35.00 35.00 245 25HB*548 35.00 35.00 28.9ti 0 25HB*560 35.00 35.00 1 2A9 • 25HC*418 23.13 23.13 • 3515 • 136 • 25HC*424 25.75 25.75 • 38.5 ; 4• • • 25HC*430 31.19 31.19 .0 81: 158 25HC*436 31.19 31.19 28.44 T7•(�; 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 31.19 31.19 31.81 197 Note: Image is not to scale and is for illustration purposes only. Actual units may differ slightly in appearance. LIMITATIONS & CONDITIONS OF USE: 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 EXPRESSO 160 SW 12TH AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 5 of 5 (954)354-0660ENGINEERINGEXPRESS.COM Copyright©2018EngineeringExpress@O / Frank L. Bennardo PE, Inc. All Rights Reserved