Loading...
MC-19-1176Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 05/29/2019 Location Address Parcel Number 234 NE 92ND ST, Miami Shores, FL 33138 1132060133410 Contacts Permitwo.: MC -05-19-1176 Permit Type: Mechanical - Residential Work Classification: A/C Replacement Permit Status: Approved Expiration: 11/25/2019 SHORE HOUSE LLC Owner COOL AIR USA Contractor 1000 SOUTH POINT DR 502, MIAMI BEACH, FL 33139 KEVIN FOSTER 3901 NW 16 ST, LAUDERHILL, FL 33311 Business: 9546352842 permits@coolairusa.com Mobile: 9544714108 Description: 5 TON REPLACEMENT OF A/C Valuation: $ 5,372.00 Inspection Requests: 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.60 DBPR Fee $2.82 DCA Fee $2.00 Education Surcharge $1.20 Permit Fee $138.02 Scanning Fee $9.00 Technology Fee $4.70 Total: $211.34 Payments Date Paid Amt Paid Total Fees $211.34 Credit Card 05/29/2019 $161.34 Check # 25182 05/22/2019 $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 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 regulating construction and zoning. Futhermore, I authorize the above r sop k vvy r4 ib Authorized Signature: Owner May 29, 2019 that all work will be done in compliance with all applicable laws to do the work stated. 51z�1�� Date Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 FBC 201 MA BUILDING Master Permit No!' c-- "-' - 19 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ERENEWAL ❑PLUMBING 0 MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS RECENED M 22 2019 BY: JOB ADDRESS: 10) City: Miami Shores County: Miami Dade ✓ Zip: 33/3 tS Folio/Parcel#:13a b 6 0(3 3� f 1) Is the Building Historically Designated: Yes C Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): '56y'_ JS W L Phone#: Address: abq p& G-' City: �dt�ll �1I�Yv State: N '0QUp Zip: Tenant/Lessee Name: Email Ph CONTRACTOR: Company Name: `'W( A VM' Phone#: Address: b Lqk W City: d�uan� Qualifier Name: f'UCvi�% oM Q'K 3 3Q3 Y. �qjs ((Sr j7Xf r(d-- zip: C3331 1 �/ ,%74l hone#: ] I Irl,11— /` State Certification or Registration #: `y� OD 30 Certificate of Competency #: DESIGNER: Architect/Engineer: i kA - Phone#: Add City: State: Zip: Value of Work for this Permit: $ �Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration New Repair/Replace ❑Demolition Description of Work: r—e,P1C1Le V\A fN' dk— At G Specify color of color thru tile: Submittal Fee $ 4;V ' (X3 Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 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 wi7ich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap //roved an a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of , 1 3 20 (1cby 10lSC4 f CC 4; who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acknowledged before me this ����d��a""y��of x'13 20 15 It �iyp 4.w}�� ' who is personally known t as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: dL o � 2 Q N y O N MON rn O DR U a 2 W y O �� Eo Zoom m (nU'a z -°)2w Print M N Print: oyity P, Notary Pu iC a Seal: Al.Joseph M. Poyastro Seal: .rar °u* Notary Public Stf: . %S -t,rission GG 213818' �� 7 ' `' Joseph M. Pove .. °� . ` rxp::us My commission :a; of r1vwd' %" . Expires 05109/202: � or ry � APPROVED BY Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk Summary Report Property Information Folio: 11-3206-013-3410 Property Address: 234 NE 92 ST Miami Shores, FL 33138-3132 Owner SHORE HOUSE LLC Mailing Address 1000 SOUTH POINTE DR#502 MIAMI BEACH, FL 33139 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,653 Sq. Ft Living Area 2,205 Sq. Ft Adjusted Area 2,424 Sq. Ft Lot Size 13,100 Sq.Ft Year Built 1938 Assessment Information Year 2018 2017 2016 Land Value $392,496 $392,496 $327,587 Building Value $194,017 $195,423 $196,829 XF Value $38,283 $38,651 $39,020 Market Value $624,796 $626,570 Exemption Value Value $624,796 $619,779 "$563,,,443366Assessed Benefits Information Benefit Type 2018 2017 2016 Non -Homestead Cap Assessment Reduction 1 1 $6,791 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 8&9BLK25 LOT SIZE IRREGULAR OR 17648-1909 0597 1 COC 22925-3577 12 2004 1 Generated On : 5/13/2019 Taxable Value Information Previous 2018 2017 2016 County Exemption Value $0 $0 $0 Taxable Value 1 $624,796 $619,7791 $563,436 School Board Exemption Value$0 $0 $0 Taxable Value $624,796 $626,570 $563,436 C ity Exemption Value $0 $0 $0 Taxable Value $624,796 $619,779 $563,436 Regional Exemption Value $0 $0 $0 Taxable Value $624,796 $619,779 $563,436 Sales Information Previous Price OR Book - Qualification Description Sale 9a 06/10/2011 $100 27719-4959 Corrective, tax or QCD; rrtin consideration 05/11/2009 $324,070 26933-2887 Affiliated parties 12/01/2004 $524,000 22925-3577 Sales which are qualified 05/01/1997 $165,000 17648-1909 Sales w hich 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 Appraiserand Miami -Dade County assumesno liability, see full disclaimerand User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: DF -,:cion j ;r ;;o ,RA -110N , Department of Stat / QNsion of Co rain / Search Records / Detail By Document Number / Detail by Entity Name Florida Limited Liability Company SHORE HOUSE LLC 2017 Filing Information 2018 Document Number L10000040592 FEI/EIN Number N/A Date Filed 04/15/2010 State FL Status ACTIVE Last Event REINSTATEMENT Event Date Filed 10/17/2018 Principal Address 1000 SOUTH POINTE DRIVE #502 MIAMI BEACH, FL 33139-7320 Mailing Address 1000 SOUTH POINTE DRIVE #502 MIAMI BEACH, FL 33139-7320 RegisteredAgent Name & Address DASCAL, ELIZABETH J 1000 SOUTH POINTE DRIVE #502 MIAMI BEACH, FL 33139-7320 Name Changed: 10/17/2018 Authorized Persons) Detail Name & Address Title MGR DASCAL, ELIZABETH J 1000 SOUTH POINTE DRIVE #502 MIAMI BEACH, FL 33139-7320 Annual Reports Report Year Filed Date 2017 03/31/2017 2018 10/17/2018 2019 04/03/2019 Document Images 04/03/2019 — ANNUAL REPORT 10/17/2018 -- REINSTATEMENT 03/31/2017 — ANNUAL REPORT 04/15/2016 — ANNUAL REPORT 04/14/2015 — ANNUAL REPORT 04/23/2014 -- ANNUAL REPORT 04/1912013 -- ANNUAL REPORT N12912012 — ANNUAL REPORT 05/12!2011 — ANNUAL REPORT 04/15/2010 — Florida Limited Liability View image in PDF format View image in PDF format _.. ..................._........ .................................................................................. . View image in PDF fonnat View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format ............ ..................... ... ........................... ..........._........._..._........... _.... ............ View image in PDF format vis!Q,; , Po rat: o:,z Cool Air USA Phone 877-895-1155 3901 NW 16th St. Email invoice(aDcoolairusa.com Lauderhill, FL 33311, Web coolairusa.com #usA Job CAC053230 #274094 r t 9Y"s_ Work Location s alando donzel Work Date: 5/13/2019 234 ne 92nd st a Miami Shores, FL 33138 I Phonel: (917) 969-1350 Phone2: (917) 691-2107 Truck: Install 72 Item Description Price Qty Amount ULTRA -HD A/H $0.00 1.00 $0.00 STAND 18" -� Installation Service Installation Service$5,372.00 $5,372.00 CARRIER 5 TON 1.00 CARRIER 14 SEER CARRIER 5 TON $0.00 1.00 $0.00 CONDENSER CARRIER 5 TON A/H $0.00 1.00 $0.00 CARRIER 3-5 TON 1.00 INSTALL KIT Float Switch A/H Drain Safety Switch Float Switch A/H SMDSS2 $20.00 1.00 $20.00 SMDSS2 Tapcon Concrete Anchors 1/4 x 1 1/4 $0.00 1.00 $0.00 LOCKING CAPS $0.00 1.00 $0.00 7/8 WHITE ARMOR 7/8 ARMOR FLEX COVER FOR 7/8 COPPER LINES $0.00 1.00 $0.00 FLEX 4" CONDENSER TIE $0.00 1.00 $0.00 DOWNS AIR FILTER $0.00 1.00 $0.00 HONEYWELL T1 NON $0.00 1.00 $0.00 1 of 3 This document is an invoice/receipt. PROGRAMMABLE STAT Payment via No Payment, ending #, in the amount of $0.00, was received on 5/13/2019. 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 Customer Signature terms and conditions. I am also fully aware that any paper check payment given will be converted to an electronic payment (ACH). 41-4 2 of 3 This document is an invoice/receipt. Subtotal $5,392.00 Total $5,392.00 Datel 3l 019 SHoREs oRIDp COPY 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 acc ptable. Job Address (where the wor being done): Ci�hores Village County: Miami Dade Zip Code: ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means: YES ❑ NO& ARHI Sheet Attached: YES "O ❑ Contract Attached: YES 0� 1 2 3 Minimum Circuit Ampacity (Wire Size): Maximum Overcurrent Protection (Fuse/Breaker Size): Voltage of Circuit (208/240/480): alD �� b 0000.• • • • 0000•• • • 0 0 • • • •000• •0000 • 0 0 0 • 0 • • 0 0000•• •0000• 0 • 4. Size Disconnecting Means: Contractor's Company Name: `QVC N LES Phone: State Certificate or Registration No. C— �� d53 C>Certificateof Competency N/oC� f3 � 3 b ' Signature �'l Date: T%/ 31/ 5 (Qualifiers si ature) (Revised02/24/2014) I I Z_ UNIT BEING REPLACED DATA • • VEVC UNIT MANUFACTURER 6-6'pwYit-e '•.' a� I 5 AHU or PKG. UNIT MODEL # tyw1 D L- "o • 1A BA— 6QtA COND. UNIT MODEL# *0 0t0 • O KW HEAT 5 NOM TONS . • • AH CU PKG ! 1) M.C.A AH* KG AH b CU]OV PKG 2) M.O.P AH Cll b PKG. • AHU CU PKG 3) VOLTS AHU • CU • PKG: •' •" PKG UNIT / / PKG UNNr• t /• •• EER/SEER 00.0 YES 0 REPLACING DUCTS YES NO YES REPLACING THERMOSTAT YES YES Q> NEW 4"CONCRETE SLAB YES NO YES NEW ROOF STAND YES YES 0 NEW RETURN PLENUM BOX YES f NO Minimum Circuit Ampacity (Wire Size): Maximum Overcurrent Protection (Fuse/Breaker Size): Voltage of Circuit (208/240/480): alD �� b 0000.• • • • 0000•• • • 0 0 • • • •000• •0000 • 0 0 0 • 0 • • 0 0000•• •0000• 0 • 4. Size Disconnecting Means: Contractor's Company Name: `QVC N LES Phone: State Certificate or Registration No. C— �� d53 C>Certificateof Competency N/oC� f3 � 3 b ' Signature �'l Date: T%/ 31/ 5 (Qualifiers si ature) (Revised02/24/2014) I I Z_ Certificate of Product Ratings AHRI Certified Reference Number: 9194891 Date : 05-16-2019 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) : CA14NA060*0**A* Indoor Unit Model Number (Evaporator and/or Air Handler) : FB4CNP060L 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) 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 210/240 with Addenda 1 and ,2, PerformarweAaiiiQg of Unit,4 . • • • : • Air -Conditioning & Air-Shclrce Heat Pump Equipment,and subject to rating acW—racy by�AHRI-sponsored; indepefttlErtt0thitd party 1Bsting: • • Cooling Capacity (A2)=,Sing1e or High Stage (95F), b uh� 5600 SEER 14.00 { .•�.•� �•• .• ..... 6tPAtA9 s A It 0 y v C ,i(0iiI � . .. ...•�. EER (A2) - Single or High Stage (95F) : 11.50 l " " • •, • • • • • • • • r • • 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. _ Ratin_ that_ a acc4mpanied_bv WAS indicate an involuntary re rate. The new published rating is shown along with the previous (i.e. WAS) rating. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.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. ©2019Air-Conditioning, Heating, and Refrigeration Institute I CERTIFICATE NO.: 132025006911978605 °` ► ENGINEERING EXPRESS E.X.P.E.R.T. (Engineering Express Product Evaluation Report) 160 SW 12TH AVE SUITE 106, DEERFIELD BEACH, FL 33442 (954) 354-0660 1 ENGINEERINGEXPRESS.COM REPORT HOLDER: CARRIER ENTERPRISE OF FLORIDA 2000 PARKS OAKS AVE ORLANDO, FL 33428 USA (954) 247-20031 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 (Issued January 1, 2018 Subject to Renew July 1, 2019) (or next code cvcle chance) 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 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. TER -16-3190.1 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 Vgel•�rgle ASTM A510 02.03mm vertical wire and 02.68n:m hVM7,ontal wirl! sL ured witfi"O'.1 6 sheet metal screws into top and base4pan! • • • • • • . . • 0000•• •• • 0000•• INSTALLATION: • Shall follow manufacturer specificati Ur sag well as the information herein. • 0 • 0 • 0000 0 •0 0000• STRUCTURAL PERFORMANCE:• • • • • • • •• 60066 Models referenced herein are subfect #mthe followvingv design limitatio+la: ASCE7-10 Exposure Category C, Risk 46 9 0 • • Up to and including 175mph (Vult)for 4t: 200' PQRH**, HVHZ*.* •,,;, Up to and including 170mph (Vult) Jor up to 250' k1lil ! HVHZ*** • Up to and including 200mph (Vult)for up to 56' MRH**. Non-HV4NS*. • • Ground or Roof Application per instal ration" instruc:ioq •. • • **Mean Roof Height ***High Velocity Hurricane ZOr" • • 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 SIGNATU AND RAISED SEAL OR DIGITAL SEAL REQUIREIATO BE VALID PER CODE: Frank L. Bennardo, P.E., SECB Signed by If Checked: ENGINEERING EXPRESS® 1pordon DiBattisto, PE FL PE #0046549 FLCA #9885 LJFL 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 © 2018 Engineering Express® / Frank L. Bennardo PE, Inc. All Rights Reserved The FBC 6'h 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 q0 is regularly engaged in conducting and providing engineering evaluations of single -element and full-scale building systems. CARRIER SPLIT UNITS Engineering Expresso I TER -16-3190.1 SECTION 2 PRODUCT INSTALLATION Condenser Unit Note: Unit shown for illustration purposes only. TIE -DOWN STRAP & CLIP SCHEDULE 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 Ground Note: Installers must ensure NA 8 that screws used to fasten the Table 1 Up to 60'(80') tie -down clips with the unit Required 8 base pan do not touch the coil Up to 120' (150') 2 Required 8 4 in order to prevent any Up to 200'(250') 2 damage to the coil. Roof or ground 4 Up to 120'(150_ NA B structure / substrate NA NA (concrete, steel, o aluminum see 2 Required schedule below) TIE -DOWN CLIP (1) Table 2 Up to 120'(150') (GROUND AND ROOF APPLICATION) 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 Ground NA NA 8 4 Table 1 Up to 60'(80') 2 Required 8 4 Up to 120' (150') 2 Required 8 4 Ground Up to 200'(250') 2 Required 8 4 Up to 120'(150_ NA B Ground NA NA 8 4 Up to 60'(80') 2 Required 8 4 Table 2 Up to 120'(150') 2 Required 8 4 Up to 200'(250') 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 installer's discretion. ANCHOR TO HOST STRUCTURE SCHEDULE Unit + Model Ground or Roof Height* Concrete 3,ODOPsi Anchor Type 1/8" Min A36 Steel 1/8" Min 6061-T6 Aluminum Ground A NA NA Table 1 Up to 60'(80') NA B B Up to 120'(150') NA B B Up to 200'(250') NA B B Table 2 Ground A NA NA Up to 60'(80') NA B B Up to 120'(150_ NA B I B Up to 200' (25011 NA I B I B Miami Tech CUTD V 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 corner using four clips per side (two at each corner) and four clips opposite side in the same configuration. Miami Tech kit # CBCUTD4KG for ground & kit # CBCUTD4KR for roof application. O 00 00 00 00 0 0 •.•. p o• o• • ••• • • • •• • TIE -DOWN CLIP (2) • • • • • • (GROUND AND ROOF APPLICATION) BMP Clips 2" wide ASTtJJ/"1(%ade D) A&I 0.173" thick o"rying • length for all cabinets fled 4W& jp a roof stwcturepTground S)rlJrlijr% or equivalent clips; fasten clip to structure using� (2) anchor from Anchor • Schedule to Host StructL�,n6I4 and (4 1Z 5% Gradet•s'huldt metal screw to fasten clipste unitbase pan. IcstalWr•unit with g6iw*tte6 • shown in Tie -down Strap•86QIW"hedule. Locale clips at 3" from the appropriate corner. • • • • BMP part number TD -042. • • • 000000 • • • • • Tie -down Strap & CRn:0 • • • • • • • • (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. — 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 UNIT. ENGINEERING EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 2 of 5 954 354-0660 ENGIN EERINGEXPRESS. COM Copyright©2018EngineeringExpress@ / Frank L. Bennardo PE, Inc. All Rights Reserved CARRIER SPLIT UNITS Engineering Expresso I TER -16-3190.1 SECTION 3 SUPPORTING CALCULATIONS & SUMMARY FORCES SUMMARY Calculations performed according to the information provided by the client. Cabinets were assumed solid (0% porosity) for shear and tension calculation purposes. PANEL INTEGRITY SUMMARY Unit Model" Ground or Roof Height* Panel Name Applied Wind Pressure (lb Force on Panel (lbs) Add'I Screw Qty Needed (PCs) Large Short Short ShortUplift 0.0 0.0 Lateral Uplift Large Side Large Side TOP PANEL 73.1 621.9 • • • • • • • • Iva ' • • • • • • • CONTROLCOVER 151.2 176.5 SERVICE PANEL 151.2 319.9 Upt0120'(150') Unit Ground or Roof CONTROLCOVER 173.8 202.9 SERVICE SERVICE PANEL 173.8 367.7 Up to 200' (250') TOP PANEL 93.4 794.5 Side Side Side Side Ground Model+ Height* pressure Pressure Force Overturn Tension Force Overturn Tension Force SERVICE PANEL 151.2 319.9 Up t0 120'(150') (Psf) (Psf) (lbs) (lbs -in) Up t0 200' (250') TOP PANEL 93.4 794.5 No CONTROLCOVER 193.0 225.3 (lbs) (lbs) (Ibs) (lbs -in) (lbs) Ground 43.2 0 482.0 11082.0 1 315.0 482.0 11082.0 1 315.0 0.0 Table Up to 60'(80') 151.2 73.1 1688.0 49656.0 1519.0 1688.0 49656.0 1519.0 622.0 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 11082.0 315.0 482.0 11082.0 315.0 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. PANEL INTEGRITY SUMMARY Unit Model" Ground or Roof Height* Panel Name Applied Wind Pressure (lb Force on Panel (lbs) Add'I Screw Qty Needed (PCs) Additional reinforcement required beyond •original maM§r;ring Table 1 Ground TOP PANEL 0.0 0.0 •••*•• ••No 0000 CONTROLCOVER 43.2 50.4 SERVICE PANEL 43.2 91.4 Up t0 60' (80') TOP PANEL 73.1 621.9 • • • • • • • • Iva ' • • • • • • • CONTROLCOVER 151.2 176.5 SERVICE PANEL 151.2 319.9 Upt0120'(150') TOP PANEL 84.1 715.4 • No. CONTROLCOVER 173.8 202.9 SERVICE 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 t0 120'(150') TOP PANEL 84.1 715.4 NO CONTROLCOVER 173.8 202.9 SERVICE PANEL 173.8 367.7 Up t0 200' (250') TOP PANEL 93.4 794.5 No CONTROLCOVER 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 Copyright ©2018Engineering Express@O / (954)354-0660 ENGINEERINGEXPRESS.COM Frank L. Bennardo PE, Inc. All Rights Reserved .... ...... • • • • • ENGINEERING EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 3 of 5 Copyright ©2018Engineering Express@O / (954)354-0660 ENGINEERINGEXPRESS.COM Frank L. Bennardo PE, Inc. All Rights Reserved CARRIER SPLIT UNITS Engineering Expresso I TER -16-3190.1 SECTION 4 DETAILS (2) 1"x22ga GALV. ASTM A36 STEEL STRAPS IE SECURELY 4ED SNUG T UNIT, TYP. STAND RAIL (BY OTHERS), TYP. MECHANICAL UNIT N.T.S. FRONT ISOMETRIC STAND RAIL (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 CONTROL GRILLE, COVER , 1"II 11-IP:V"II II II -11Y111 TMP* I199 (SUPPORT ANGLE, SEE NOTE UNIT BASE PAN ANCHOR PER J SCHEDULE STAND RAIL (I -BEAM) BY OTHERS CONTROL BOX SUPPORT ANGLE SEE NOTE BELOW 2 MECHANICAL UNIT N.T.S. BACK ISOMETRIC DATUM FACE IPC I CLIP(A, _STAND RAIL (BY OTHERS), -- - - -- TYP. • • • • —i DIM. I DIM. 2 — • • • • • Dlt+f.t�e• •• • DIM.3 •• I•• • •• i �\ sCLIPCCi :**see CLIPCM Sl PO4 ANGLE''* SEE NOTE BELOW • • • e 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 J/ EACH STRAP END -.TO UNDERSIDE OF THE I -BEAM TIE -DOWN CLIP OFFSETS: DIM. 1 5.00" MAX OFFSET FROM DATUM FACE DIM. 2 5.00" MAX OFFSET FROM OPPOST—T FACET DIM. 3 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. Goes** • • •00.00 •s••• 0009• 90000• •0 • 0000•• • • •00 a0: ENGINEERING EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 4 of 5 954 354-0660 ENGINEERINGEXPRESS.COM Copyright©2018EngineeringExpress@ / Frank L. Bennardo PE, Inc. All Rights Reserved CARRIER SPLIT UNITS Engineering Express' I TER -16-3190.1 CABINETS & DIMENSIONS 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 slated 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 eval uated, 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 AIC 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 Copyright © 2018 Engineering Express@ (954) 354-0660 ENGINEERINGEXPRESS.COM Frank L. Bennardo PE, Inc. All Rights Reserved 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 1 201 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 1 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 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 slated 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 eval uated, 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 AIC 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 Copyright © 2018 Engineering Express@ (954) 354-0660 ENGINEERINGEXPRESS.COM Frank L. Bennardo PE, Inc. All Rights Reserved 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 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 6 24AB*642 35.00 35.00 , 39.13 • "13• • 24AB*648 35.00 35.00 • 32 1 •26W. • 24AB*649 35.00 35.00 • • 6®M 3 •i31 • 24AB*660 35.00 35.00 • 10045494 2TP 24AB*661 35.00 35.00 • e •45.94 • 72' 24AC*418 23.13 23.13 24.81 • 1 24AC*424 25.75 25.75 so • 25x00 as • 319•• 24AC*430 31.19 31.19 31.81 151 24AC*436 31.19 31.19: 024,81 134 24AC*442 31.19 31.19 • 39.13 ; • 192 • 24AC*448 31.19 31.19 • 28.44 0 1620 24AC*460 31.19 1 31.19 31.81 •4Ioi 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 slated 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 eval uated, 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 AIC 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 Copyright © 2018 Engineering Express@ (954) 354-0660 ENGINEERINGEXPRESS.COM Frank L. Bennardo PE, Inc. All Rights Reserved