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MC-19-181
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date: 04/30/2019 Parcel Number 137 NE 107TH ST, Miami Shores, FL 33161 1121360070280 Contacts Permit NO.: fIIC-01-19-181 Permit Type: Mechanical - Residential Work Classification: A/C Replacement Permit Status: Approved Expiration: 10/28/2019 ZULMA GAMERO Owner 137 NE 107 STREET, MIAMI SHORES, FL 331617031 Other: 3057565847 ACV-2 AIR CONDITIONING CORP Contractor JORGE LUIS ACEVEDO 901 NW 132 PL, MIAMI, FL 33182 Business: 3055461143 Description: A/C CHANGE OUT Valuation: $ 5,000.00 Inspection Requests: 05-762-4949 Total 5q Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $2.63 DCA Fee $2.00 Education Surcharge $1.00 Permit Fee $125.00 Scanning Fee $9.00 Technology Fee $4.38 Total: $197.01 Payments Date Paid Amt Paid Total Fees $197.01 Check # 005312 01/25/2019 $50.00 Credit Card 04/30/2019 $147.01 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 accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date April 30, 2019 Page 2 of 2 Miami Shores Village g Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 79S-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING F3ECZWED JAN 2 i FBC 2 (%� J 1 l Master Permit No. - I 8 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING 0 MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 137 NE 107 ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:1121360070280 Is the Building Historically Designated: Yes NO Occupancy Type: Load OWNER: Name (Fee Simple Titlehol Address:137 NE107 ST City: MIAMI SHORES Construction Type: Flood Zone: ZULMA GAMERO BFE: FFE: 305-494-2775 State: FL Zip: 33161 Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Name: ACV-2 AIR CONDITIONONG Phone#: 786-290-2023 Address: 901 NW 132 PL i 0 I(,� I -)TC--a is -1 City: MIAMI State: FL Zip: 33182 Qualifier Name: JORGE ACEVEDO Phone#: 7862902023 State Certification or Registration #: CAC1815085 Certificate of Competency #: DESIGNER: Architect/Engineer: one#: Address: City: State: _ Value of Work for this Permit: $ Square/Linear Footage of Work: 1368 Type of Work: ❑ Addition Alteration ❑ New Q Repair/Replace Description of Work: A/C CHANGE OUT Specify color of color thru tile: Submittal Fee $ f�6' Permit fee $ Scanning Fee $ Radon Fee $ Technology Fee $_ Structural Reviews $ Training/Education Fee $ CCF $. DBPR $ Zip: ❑ Demolition CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ I '' 1 =l • 0 1 C (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. 1 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 AGENT The foregoing instrument was acknowledged before me this day of 120 �1 by Gc-yl,'-V who is personally known to me or who has produced Li ccwse' as identification and Who did take an oath. NOTARY PU Sign: 4e �4a._ Notary Public State of Florida `t' Annelis Caridad Morales My Commission GG 14455s APPROVED BY CONTRACTOR The foregoing instrument was acknowledged before me this _%F day of OC.!' 20 j 9 by w o is personally known to me or w o has produced D L as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: Notary=PtidaAnnelisMy Coa*isi*s**** ************* Examiner Structural Review Zoning Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-007-0280 Property Address: 137 NE 107 ST Miami Shores, FL 33161-7031 Owner ZULMA GAMERO Mailing Address 137 NE 107 ST MIAMI SHORES, FL 33161-7031 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,711 Sq.Ft Living Area 1,368 Sq.Ft Adjusted Area 1,540 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1941 Assessment Information Year 2018 2017 2016 Land Value $230,638 $230,638 �MM $198,007 Building Value $107,184 $107,184 $107,184 XF Value $1,771 $1,771 $1,771 Market Value $339,593 $339,593 $306,962 Assessed Value $106,930 $104,731 $102,577 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment $232,663 $234,862 $204,385 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 36 52 41 PB 42-33 DUNNINGS MIAMI SHORES EXT NO 3 LOT 12 BLK 209 LOT SIZE 75.000 X 123 OR 13171-622 1286 1 Generated On : 1/25/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $56,930 $54,731 $52,577 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $81,930 $79,731 $77,577 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $56,930 $54,731 $52,577 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $56,930 $54,731 $52,577 Sales Information Previous OR Book - Price Qualification Description Sale Page 22040- Sales which are disqualified as a result of 10/01/2001 $0 2504 examination of the deed 12/01/1986 $74,000 13171-622 Sales which are qualified 10078- 06/01/1978 $48,000 Sales which are qualified 1534 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp https://www.miamidade.gov/propertysearch/ 1 /25/2019 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. I Job Address (where the work is being done): / � i /L%L 103 �'f/ 'Alow7lSh Qaa,S City: Miami Shores Village County: Miami Dade Zip Code: �,33 1 6 I ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means: YES❑ NO ❑ ARHI Sheet Attached: YES ❑ NO ❑ Contract Attached: YES ❑ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER AHU or PKG. UNIT MODEL # G' COND. UNIT MODEL # KW HEAT NOM TONS AHU y>a U32ApPKG 1) M.C.A AHU ,TC ,$PKG AHU U Sp PKG 2) M.O.P AHU K CU LL10 PKG rAH G 3) VOLTS AHU PKG PKG U IT / / PKG UNIT /O EER/SEER YES NO REPLACING DUCTS O YES NO REPLACING THERMOSTAT jz YES NO NEW 4"CONCRETE SLAB VES NO YES NO NEW ROOF STAND N YES NO NEW RETURN PLENUM BOX YES O 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): i s- 3. Voltage of Circuit (208/240/480): 2 ta�., 2,0 v 4. Size Disconnecting Means: 1 Contractor's Company Name: ( Phone: Wh---W,� aw—V State Certificate or Re ' tration N Certificate of Co etency No. Signature Date: 7;7TQuaIIfi,!FS signature) (Revised02/24/2014) �� N F. ((�l L 7 ry1c shores lac Miami Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. (2Signature: i" �ut�� State of Florida County of Miami -Dade The foregoing was acknowledge before me this 1 1%A- day of `- t ' , 201�_. By 7s,.. ) rr�c, U6,r`$-U who is personally known to me or has produced E) 0-f mk, nr 111,E, C Py1 9,& as identification. �.`•`%111111111,•�' ��`aCk T , Notary: �•• �1'No rq��i SEAL: 4 � Date: c�//3 bel • State of iC,�Dc, Ac . County of Before me this day personally appeared rraV— &42�/C c /O who, being duly sworn, depose and say: Ci That he or she will be the only person working on the project located at: w r 3 3 23 SA, S�T� 3316 I tractor Signature Sworn to (or affirmed) and subscribed before me this _L3_ day of 20, by AC e Y c JO Personally know_kf� OR Produced Identification Type of Identification Produced Y Notary Public State of FloridaMnelis Caridad MoralesMy Commission GG 144558Expires 09/19/2021 Print, Type or Stamp Name of Notary Certificate of Product Ratings AHRI Certified Reference Number: 10456514 Date: 01-17-2019 Model Status: Production AHRI Type: RCU-A-CB �CJE I i Series: PERFORMANCE 17 AC 2-STAGE • Outdoor Unit Brand Name: CARRIER Outdoor Unit Model Number (Condenser or Single Package) : CA17NA048—B* B�`:• r! 0000Indoor Unit Model Number (Evaporator andlor Air Handier): FV4CNBO06L ' ....' • • • Region : All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, MD, M964FKm, MO,�r►S„'; •• MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VA, VT, w;,•9 W1, WYAJS. ' • • • • Tertitories) • • • • Region Note: Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed in alltagions • • • 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 beat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), btuh : 48000 SEER: 17.00 tt } EER (A2) - Single or High Stage (95Fk) : 13.00 _ 1 rr cr3 Vil -;rle DY DATE 7Ct'r,G DF`'T F C I —F'T _ IF'"T 1 O C(,N1Pi.IFNCE WI FH ALL FEDERAL _ tiT L ANL) l_r UN I`f ribL._S AND REGULATONS 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 sell Ratingsotr offerinfor smale ied by WAS indicate an involuntary re -rate. The new published rating is shown alone with theprevious (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 andconfidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated;AM 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, dick 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.: f31922266146400511 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 ENGINEERING EXPRESS.COM REPORT HOLDER: CARRIER ENTERPRISE OF FLORIDA 2000 PARKS OAKS AVE ORLANDO, FL 33428 USA (954) 247-2003 1 FL.CARRIERENTERPRISE.COM SCOPE OF EVALUATION (compliance with the following codes): Technical Evaluation Report DIVISION: 23 08 00—COMMISSIONING OF HVAC THIS DOCUMENT CONTAINS (5) PAGES: THE FIRST PAGE MUST BEAR AN ORIGINAL SIGNATURE & SEAL OF THE CERTIFYING PE TO BE VALID FOR USE (Issued August 23, 2017 Subject to Renew January 1, 2019) (or next code cvcle change) 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 Fifth Edition (2014) with 2016 supplement per FBC Section 104.11, FMC 301.15, FBC Building Ch. 16, ASCE-7-10, FBC Existing Building sections 701.1, 706.6.1, 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 NOTE: GRAPHICAL DEPICTIONS IN•TNORT ARE FQR ILLUSTRATIVE• PURPOSES ONLY. ACTUAL UNITS IJAY CIFP€R SLIGHTLY IN APPEARANC • • • .•.•.. UNIT CASING MATERIAL: : • • ' ' 0.86mm galvanized sheet steel ASTM A653 ED09 sold 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 200' MRH**. Non-HVHZ*** Ground or Roof Application per installation instructions **Mean Roof Height ***High Velocity Hurricane Zone Maximum Rated Wind Pressure: 193psf Lateral, 93psf UpIift(lessDeadLoad) Site specific wind analysis may produce alternate limitations provided maximum rated wind pressure is not exceeded. ORIGINAL SIGNATURE AND RAISED SEAL REQUIRED TO BE VALID PER CODE: August 23, Frank L. Bennardo, P.E., SECB ENGINEERING EXPRESS® PE #0046549 CA #9885 Copyright © 2017 Engineering Express@ / Frank L. Bennardo PE, Inc. All Rights Reserved The FBC 14 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 or engineenng 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 Expresse 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 8r 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' (150') 2 Required 8 4 Up to 200' (250') 2 Required 8 4 Ground NA NA 8 4 Table 2 Up to 60' (80') 2 Required 8 4 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 200' 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* AnchorType Concrete 3,000Psi 1/8" Min A36Steel 1/8"Min 6061-T6 Aluminum Table 1 Ground A NA NA 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 U to 60' 80' NA B B Up to 120'(150'IL NA B B Up to 200' (25011 NA I B B Note: Installers must ensure m that screws used to fasten the tie -down clips with the unit base pan do not touch the coil in order to prevent any mdamage to the coil. 0 TIE -DOWN CLIP (1) (GROUND AND ROOF APPLICATION) • Miami Tech CUTD 1" vRde ASCM A653 gaivsrt *3 steel O.QT' jF" • of varying length (FL19?31.21ortquivalegt for all cabinets tied doww to a roof structure or ground structure; faata% flip jo structure us% anchorfrom Anchor ScltdRdMJtETlost Structure Table and (2#;iV"9 410 self -drilling screw to f 4plip to unit base pan. Inst9Jl in unit • with quantities shown in Tie -down Strap & Clip Schedule. Lowie 4pF• at 3" min away from th# %?ftate corroi%ping j+our clips per side• (two at each comer) am# four clips opposAlaeside in t44 6irit= configuration. Miami TpQIti �%J CBCUTD4KG for ground & 4cit #• CBCUTD4KR for roof appkatios. • • ;'; ""' •• •• •• • •••••• 00 00 •••• 0 0 0 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) anchorfrom 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 comer. BMP part number TD-042. Tie -down Strap 8r 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 Tvoes 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. 13-1205.05 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 ENGINEERINGEXPRESS.COM Copyright©2017 Engineering Express® / Frank L. Bernardo PE, Inc. All Rights Reserved CARRIER SPLIT UNITS Engineering Express® I TER-16-3190.1 SECTION 3 SUPPORTING CALCULATIONS & SUMMARY FORCES SUMMARY Large Short Short Short Lateral Uplift Large Side Large Side Uplift Unit Ground or Roof Side Side Side Side Model+ Height* Pressure Pressure Force Overturn Tension Force Overturn Tension Force (Psf) (Psf) (Ibs) (Ibs-in) (Ibs) (Ibs) (Ibs) (Ibs-in) (Ibs) Ground 43.2 0 482.0 11082.0 1 315.0 482.0 11082.0 1 315.0 0.0 Table 1 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• a J15.0 Up to 200' (250') 193.0 93.4 2155.0 63393.3 1951.0 2155.0 6 93.3• 1951.0• o • #794.0 Ground 43.2 0 482.0 11082.0 315.0 482.0 11d$2.0 315.:. . • Q.0 Table 2 Up to 60' (80') 1 151.2 73.1 1688.0 49656.0 1519.0 1688.0 4965610 1519A 622.0 Up to 120' (150') 173.8 84.1 1940.0 57082.3 1753.0 1940.0 57W*3i. 1753,p, 10 715.0 Up to 200' (250') 193.0 93.4 2155.0 63393.3 1951.0 12155.0 691W.3. 1951:0 * • •A4.0 Calculations performed according to the information provided by the client. Cabinets were assumed solid (0% porosity) for she'aPctE tbrsion calculati�roMrposes.• • • • • •• •• •• • •••••• PANEL INTEGRITY SUMMARY Unit + Model Ground or Roof Height* Panel Name Applied Wind Pressure (Ib/ftz) Force on Panel (Ibs) Add'I Screw Qty Needed (pa) Additional reinforcement required beyond q 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 to120'(150') TOP PANEL 84.1 715.4 NO CONTROLCOVER 173.8 202.9 SERVICE PANEL 173.8 367.7 Up to 200' (250') TOP PANEL 93.4 794.5 NO CONTROLCOVER 193.0 225.3 SERVICE PANEL 193.0 408.4 Table 2 Ground TOP PANEL 0.0 0.0 No CONTROLCOVER 43.2 50.4 SERVICE PANEL 43.2 91.4 Up to 60' (80') TOP PANEL 73.1 621.9 No CONTROLCOVER 151.2 176.5 SERVICE PANEL 1S1.2 319.9 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 The value shown in parentheses indicates the allowable roof height in 170mph conditions. i.e. 60' (80') indicates an allowable roof height of 60' for 175mph or 80' for 170mph Vult. *See tables on sheet 5 for cabinet classification. ENGINEERING EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 3 of 5 954 354-0660 ENGINEERINGEXPRESS.COM Copyright©2017EngineeringExpress@ / Frank L. Bernardo 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 IE SECURELY NED SNUG T UNIT, TYP. STAND RAIL (BY OTHERS), TYP. i 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 3 MECHANICAL UNIT N.T.S. FRONT ISOMETRIC CONTROL GRILLE, COVER , /— TYP. 0 TIE -DOWN' CLIP A-, SEE CLIP.. NOTE:' i a o 0 0 SUPPORT ANGLE, '.-..SEE NOTE UNIT BASE PAN ANCHOR PER SCHEDULE STAND RAIL (I -BEAM) BY OTHERS CONTROL BOX r • • Q • • SUPPORT ANGLE • • • • • • SEE NOTE BELOW • • • ; • • • 2 MECHANICAt'.' VIT .• ;•; N.T.S. ACK ISOMETRIC` • DATUM FACE ...... • • • C B CLIP A STAND RAIL • • ;'• • • (BY OTHERS), TYP. DIM.1 DIM.2 DIM. 3 SUPPORT ANGLE SEE NOTE BELOW 4 TIE -DOWN CLIP LAYOUT N.T.S. PLAN (1) 1"x22ga GALV.ASTM A36 STEEL 4 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 5.00' MAX OFFSET FROM DATUM FACE DIM. 2 5.00" MAX OFFSET FROM OPPOSITE FACE DIM. 3 5.00" MAX OFFSET FROM DATUM FACE DIM. 4 10.00" 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 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 4 of 5 (954) 354-0660 ENGINEERINGEXPRESS.COM Copyright©2017 Engineering Express® / Frank L. Bernardo PE, Inc. All Rights Reserved -CARRIER SPLIT UNITS Engineering Express® I TER-16-3190.1 CABINETS & DIMENSIONS TABLE 1 UNIT MODEL WIDTH (in) DEPTH (in) HEIGHT (in) WEIGHT (Ibs) CH14**018 23.13 23.13 35.25 136 CH14**024 25.75 25.75 35.25 144 CH14**030 31.19 1 31.19 31.81 1 158 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 Note: Image is not to scale and is for illustration purposes only. Actual units may differ slightly in appearance. 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 1 196 25HB*536 35.00 35.00 35.75 215 25HB*542 35.00 35.00 28.94 0201154 25HB*548 35.00 35.00: 99.94 25HB*560 35.00 35.00 39.13 :.?ram: • 25HC*418 23.13 23.13 8 . 5 136 25HC*424 25.75 25.75 38.50 144 25HC*430 31.19 31.19 • .81 • 158 • 25HC*436 31.19 31.19 el ..20,644 017•0 25HC*442 31.19 31.19 • •3A.13 ' •$111 25HC*448 31.19 31.19 •4KA4 197 25HC*460 31.19 31.19 • 31-81 • 212 24AB*618 23.13 23.13 A.69 • 125 24AB*624 31.19 31.19 • 28tl ; IV • 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 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 Fifth Edition (2014). Due to the indeterminate nature of these units, distortion and deflection cannot be accurately evaluated, but with diaphragm action of external components and internal stiffeners, the base unit has the capacity to withstand these forces with individual external parts being contained. Yearly inspections, during equipment maintenance or after a named storm; all screws, cabinet components, clips, anchor, bolts, straps and cables are to be verified by the A/C contractor. All damaged cabinet components, loose, corroded, broken screws or anchor bolts shall be replaced to ensure structural integrity for hurricane wind forces. ENGINEERING EXPRESS® 160 SW 12T" AVE. SUITE 106 DEERFIELD BEACH, FL 33442 Page 5 of Copyright©2017EngineeringExpress& (954) 354-0660 ENGINEERINGEXPRESS.COM / Frank L. Bennardo PE, Inc. All Rights Reserved