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MC-20-551Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 03/18/2020 Location Address Parcel Number 117 NW 97TH ST, Miami Shores, FL 33150 1131010260100 Contacts Permit No.: MC-03-20-551 Permit Type: Mechanical - Residential Work Classification: A/C Replacement Permit Status: Approved Expiration: 09/ 14/2020 AXEL SOLER Owner S&C Construction Co. Applicant 11797 Alexander Soto 2103 Coral Way 815, miami, FL 33145 Business: 786.306.0329 alex@scconstruction.us Mobile: 786.306.0329 S&C CONSTRUCTION CO. Contractor ALEXANDER SOTO 2103 CORAL WAY, MIAMI, FL 33145 Business: 7863060329 alex@scconstrucion.us Description: NEW A/C 4 TON 16 1OKW RHEEN Valuation: $ 6,250.00 Inspection Requests: 1305-762-4949 Total Sq Feet: 900.00 Fees Amount Application Fee - Other $50.00 CCF $4.20 DBPR Fee $3.28 DCA Fee $2.19 Education Surcharge $1.40 Permit Fee $168.75 Scanning Fee $3.00 Technology Fee $5.47 Total: $238.29 Building Department Copy Payments Date Paid Amt Paid Total Fees $238.29 Credit Card 03/18/2020 $238.29 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date March 18, 2020 Page 2 of 2 ' . RECEIVED Miami Shores Village M R 12 2020 Building Department BY; 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 CL FBC 20 BUILDING Master Permit No. �'Al PERMIT APPLICATION Sub Permit No. 1� 1C- 63- 2-6 -S' ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING []MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I/ T A W 9-7 5T City: Miami Shores County: Miami Dade Zip: 3.3 6) Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: f� FFEE:�`� OWNER: Name (Fee Simple Titleholder` -Z 5o Pr Phone#: �O �^ CJ� ��� City: k. YA- Tenant/Less Name: Email: State: Zip: --�5 Phone#: CONTRACTOR: Comp/any Name: .' ► c� s��V� DES J�� Phone#: _ Address: T 7�3 Sw 50 7-Err 3 (25 fie/?�� /(/ City: til a Pli / State: Zip: 3 3 / Tp-� Qualifier Name: 0(- 1AW�AO-' A Phone#: -4 o State Certification or Registration #: j Z Certificate of Competency #: l DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Per it: $ S ��� Square/Linear Footage of Work: Type of Work: � Addiitl n ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of Work: /V ��P -c r (1 K W E Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ Z V - (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 sub' t to attachment. Alsocertified copy of the recorded notice of commencement must be posted at the job site for the fir t insp t n hich cur L�ia s after the building permit is issued. In the absence of such posted notice, the inspection will no approve n e will be charged. Signature Signature OWNER The foregoing instrument was acknowledged before me this � day of QLJf0 h, 20 21 , by who is personally known to me or who has produced - ogi LW I % opfLt.as identification and who did take an oath. NOTARY PUBLIC: CONTRACTOR The foregoing instrument j was acknowledged before me this 0dayof t-IrArCh .20 -i0 ,by Of- I A-;,J '(i0 6 Wit' 4 who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as Sign: Print: C, Sign: Print: I Seal: i ZOZ'gI, 'po seipxe •wwao AN Z96L9Z DD;uolsslwwo0 epuol j la elels 'o114nd ARION Od3f1S '3 V)lS3HONVHd ; d � do Seal: 'x_* :*_ Expires: July 14, 2021 ', ... cN ' ' Bonded thN Aaron Notary ''�n p � `�. es*rrs.......... r*r *: * ********r**•r***s********s**s******sr****r******** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 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 , \/� C —O6 lq _f50/ This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address (where the work is being done): / % --;7- N LO " , 5 City: Miami Shores Village County: Miami Dade Zip Code: 133150 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 E0 NO ❑ Contract Attached: YES ❑ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER �E r-LI-Z S Sf4 AHU or PKG. UNIT MODEL# IS �.I I; - _Y-4Z COND. UNIT MODEL # A,4/ $ fl KW HEAT NOM TONS AHU CU PKG - 1) M.C.A AHU CU 3J PKG ^ AHU D CU ,> PKG - 2) M.O.P AHU ,OCU SPKG ` AHU-ZO,f CU PKG _ 3) VOLTS AHU tU2Qd PKG ^- PKG UNIT - PKG UN4T___/_-----f— V LO EER/SEER YES crivo REPLACING DUCTS YES NO YES QQJ REPLACING THERMOSTAT YE NO YES NEW 4"CONCRETE SLAB YE NO YES NEW ROOF STAND NO YES NEW RETURN PLENUM BOX YE NO 1. Minimum Circuit Ampacity (Wire Size): 4 J 2. Maximum Overcurrent Protection (Fuse/Breaker Size): _ &n 3. Voltage of Circuit (208/240/480): 009 4. Size Disconnecting Means: Contractor's Company Name: 5r✓I CPS t-L Phone: 30j State Certificate ti n No. �%� C i$� ��3 3 Certificate of Competency No. Signature o e is ra - Date: o` Z o (Qualifier's signature) (Revised02/24/2014) 0 of RICK SCOTr, GOVERNOR 1A AWXY., JONATHAN ZACHEM. SECRETARY d Fodda &OIN r: STATE OF FLORIDA DEPARTMENT OF BUSINESS -AND -PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY,- ILIUN-SING BOARD - THE CLASS B AIR CONDITIONIN'G-CONT RACT.QR,HEREIN -.IS-'CERTIFIED UNDER THE PROVO N ­ 0 $-.,.dF.Ct4AP.Tt'R4B9�,-FL-ORIDA.STATUTES tLMIA -ORLAND A &_L SERVICES INC W63 SW.50 TER' - .7.MIAMI FL.33175-­ L-110ENSE NUMBER: CAC 816233 EXPIRATION DATE:. AUGUST 31,2020 Always verify licenses online at MyRoridaLicense-com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to Use this document. J 00800 `3w ar460-�Q-33 = 16i PL a ft. FL.321'13-34i9 :g �{�Jt983is H[ SAFEDtt1M - L3? A s5c NONE a •.5 g�(}gi2p18 u�VJ Si �:::'tt•�Y:(St1:Cw:.�f tH:L�K�-.aa cr'iw_ _ - Local Business Tax Receipt Miami —Dade County, State of Florida -THIS IS NOT BILL -DO NOT PAY 6442289 BUSINESS NAMEAOCATION A & L SERVICE INC 14463 SW 50TH TER MIAMI FL 33175 OWNER A & L SERVICE INC RECEIPT NO. RENEWAL 6710785 f�5 SEPTEMBER 30, 2020 Must be displayed at place of business Pursuant to County Code Chapter BA - Art. 9 & 10 SEC. TYPE OF BUSINESS 196 SPEC MECHANICAL CONTRACTOR FAYMENTRECEIYM CAC1816233- BY TAXCOLLECrOR Worker(s) 2 07 UU Ulf1172019" CHECI(21-19-061040 This Loral Business Tax Receipt Only confirms payment of the Local Business Tas_.The Receipt is not a license,_ Permit or a certffication of the holder's qualifications, to do business. Holder must compiywilh atrygovaMmantal ornongovemmental"regulatory lags and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sac Ba 270. For more information, visit Lnnwi miamidado aev/texcellector / 1 ® ,4co�to CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) 03/11 /2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER CONTACT Yamile Adan AX PHONE A/C No . (305) 441-9932 F'C (305) 441-8632 Financial Insurance Brokers EAI -ML . mreyes@fibrokers.com 5805 Blue Lagoon Drive INSURERS AFFORDING COVERAGE NAIC # Suite 400 INSURER A: Rockingham Casualty Company Miami FL 33126 INSURED INSURER B : INSURER C : A & L Services Inc INSURER D : 14463 SW 50 Terr INSURER E : INSURER F : Miami FL 33175 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE � OCCUR RFLA214266-00 01 /06/2020 01 /06/2021 EACH OCCURRENCE $ 1,000,000 PR AGEESiE TO RENTED a occu ence $ 50,000 MED EXP (Any oneperson) I $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY PRO LOC JECT OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY MBINED SINGLE LIMIT EaCOaccident $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per a ident $ PIP $ C UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A PER I OTH- T T TE I I ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) Air Conditioning installations, repairs and services Miami Shores Village Building Department 10050 NE 2 AVE Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE C 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD JIMMY PATRONIS CHIEF FINANICAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION :* CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 7/12/2019 EXPIRATION DATE: 7/11/2021 PERSON: ORLANDO GLARIA EMAIL: OGLARIAI@YAHOO.COM FEIN: 203586079 BUSINESS NAME AND ADDRESS: A & L SERVICES INC 14463 SW 50 TER MIAMI, FL 33175 SCOPE OF BUSINESS OR TRADE: Heating, Vantilation, Air - Conditioning and ReGrgera8on Systams IrNatlon, Service end Repair, Shop, Yard & Drivers IMPORTANT: Pursuant to Chapter440.05(14), F.S., an officer of corporation who elects this section may not recover benefits or compensation under this chapter. Pursuant to C exemption from this chapter by filing a cartificate of election under only within the scope of the business or trade fisted on the notice of election to Pursuant Chapter 440.05(12), F.S., Certificates of election to be exempL.. apply exempt and certifiptes of election to be exempt shall be subject to revocation if, at time after the fiBpL Pursuant to � then notice oer r theissuance of the CerbTmft the Person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a Certificate at any time for failure of the person named on the certificate rn meet the requirements u this section DFS-F2-DWC-262 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 E01017891 QUESTIONS? (850) 413-1609 r...... ... _.... _..... .._ °Op00 o000 o000 9 i 000 00 � o0000 03/16/2020 State of County of D49S A & L Services Inc. 14463 SW 501h Terrace Miami, Fl. 33175 (305) 481-8764 (305) 970-0672 i o000 0000 000o 00000 i Before me this day personally appeared 02LhV00 A-[LMo, being duly sworn deposes and says: That he or she will be the only person working on the project located at: 1/7,0Cy V 4 -5�' H/A 14c 29902.Es RL -3-31.rd Contractor Sworn to (or affirmed) and subscribed before me this day of /%AdA 2020 By O(Lt'U0C7 61,A&A Personally know OR Produced Identification Type of Identification Produced "► 1„ GROS `fl �(LI,flS 140.¢G,� , Mlbgroa A Timiraos Gommission I GG114782 Expires: J* 14, 2021 Print, �$r S Mary V Miami shores 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 cpvryge from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BEuOW rO ACK OWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: er State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of 2 20—&. By Q L 4 l C EQ, -a>O who is personally known to me or has produced DP uclj�K5l- as identification. Notary: SEAL. SINDIA ALVAREZ PAT 1.1 )M 7, I 1 :ll X I_!.: ')•107")'} EXPIRES: Septomber 3, 2022 Bonded Thru Notary Public Underwriters i Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. ........................................................................................... BUSINESS NAME: BUSINESS ADDRESS: BUSINESS PHONE: ( ) CELL PHONE () CITY FAX NUMBER () QUALIFIER'S NAME: STATE ZIP. QUALIFIER'S LIC NUMBER: MECHANICAL REVIEW APPROVED D TE M IAM 1-D1ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy Rheem Sales Company, Inc. • • • • 5600 Old Greenwood Rd. "" ' • • • • • Fort Smith AR 72917 • ...... SCOPE: This NOA is being issued under the applicable rules and regulations governing: the use of cpnstructign materials. The documentation submitted has been reviewed and accepted by Miami -Dade Gounty RER-Product Contrpt • • •; Section to be used in Miami -Dade County and other areas where allowed by the Authority Hawing JuriAtfidr2 (AHJ)...... This NOA shall not be valid after the expiration date stated below. The Miami -Dade Count eFroduct Coa�ol Section (L,.. • Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve thenri& to have th'ia product p=.... material tested for quality assurance purposes. If this product or material fails to perforr;eia4 ke accepted manner, the . • manufacturer will incur the expense of such testing and the AHJ may immediately revcke,'modifj, or suspend -the use of..:. such product or material within their jurisdiction. RER reserves the right to revoke this acleptVq, if it is deWAined by Miami -Dade County Product Control Section that this product or material fails to meet the req kemyents of 460 applicable building code. 0000 This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Mechanical Unit Steel and Aluminum Tie -Down Clips for Grade and Rooftop Applications APPROVAL DOCUMENT: Drawing No. 15-2543GA through 15-2543GD and 15-2564RE, titled "Wind Load Certification of Mechanical Unit Cabinetry and Steel/ Aluminum Tie -Down Clips: At Grade and Roof Mounted Applications", sheets 1 through 7 of 7, dated 05/14/2015, revised on 01/12/2018, prepared by Engineering Express, signed and sealed by Frank L. Bernardo, P.E. on 07/17/2018, bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 18-0321.11 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 18-0719.07 CMIMAMDALPI: CO Expiration Date: February 25, 2021 Approval Date: September 27, 2018 I Page 1 - Rheem Sales Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Evidence submitted under previous NOAs A. DRAWINGS "Submitted under NOA # 15-0903.08" 1. Drawing No. 15-2543GA and 15-2564RE, 1 Mechanical Unit Cabinetry and Steel/Aluminum Mounted Applications", sheets 1 through 7 c 11/20/2015, prepared by Engineering Expres: Bennardo, P.E. . . .... ...... itled "Wind • 0oaei Certification of Tie -Down Cli V?fit Grade•m;d Roof ••:• f 7, dated ���M412015j revised dn...: signed acid. .waled by drank L. • • • .. .. . .. ...... . . .. . ..... . B. TESTS "Submitted under NOA.# 15-0903.08" ; • 00 • 1. Test report on Uniform Static Air Pressure Test per FBC, *TA'S:,02-94.along wi:h... • marked -up drawings and installation diagram of Rheem RA Series McARRiO& Units, prepared by American Test Lab of South Florida, Test Report No. 0323.01-15, dated 05/18/2015, signed and sealed by Stephen W. Warter, P.E. C. CALCULATIONS "Submitted under NOA # 15-0903.08" 1. Anchorage calculations prepared by Engineering Express, dated 11/20/2015, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENT "Submitted under NOA # 15-0903.08" 1. Statement letter of code conformance to the 51h edition (2014) FBC issued by Engineering Express, dated 08/24/2015, signed and sealed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest issued by Engineering Express, dated 11/20/2015, signed and sealed by Frank L. Bennardo, P.E. 3. Distributor agreement dated 11/12/2015. rrnhdi Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0719.07 Expiration Date: February 25, 2021 Approval Date: September 27, 2018 E-1 Rheem Sales Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . . .... .....• 2. Evidence submitted under NOA # 18-0321.11 ' . . ...... .... ...... A. DRAWINGS .... . ..... 1. Drawing No. 15-2543GA and 15-2564RE, titled "Wind * VoSd Ce}Vifi cltion bf Mechanical Unit Cabinetry and Steel/Aluminum Tie -Down (;Ups; At Grade:and Rood • Mounted Applications", sheets 1 through 7 of 7, dated : 05i1 d/201 S,. revised W..:. 01/12/2018, prepared by Engineering Express, signed and .sled ty •Frank L. .. . ...... Bennardo, P.E. .... • 0000 B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 6t' Edition (2017) FBC issued by Engineering Express, dated 03/19/2018, signed and sealed by Frank L. Bennardo, P.E. r t 11 -710 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0719.07 Expiration Date: February 25, 2021 Approval Date: September 27, 2018 E-2 Rheem Sales Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . . .... ...... 3. New evidence submitted • ...... .. .. ...... .... ...... A. DRAWINGS • • • • • ..... 2. Drawing No. Drawing No. 15-2543GA through 15-2543GDOpel:15-2164R§, titled%.' "Wind Load Certification of Mechanical Unit Cabinetry arid Steel/ Altuntf m Ties • • • • Down Clips: At Grade and Roof Mounted Applications", jheets;l tl ;oug% 7 of 7, TOO* dated 05/14/2015, revised on 01/12/2018, prepared by Engineer � ng E�Cpress' signq • and sealed by Frank L. Bennardo, P.E. on 07/17/2018. • • 0000 : "": 0000 B. TESTS 1. None. C. CALCULATIONS 1. None. E. F QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) MATERIAL CERTIFICATIONS 1. None. STATEMENTS 2. Models removal request, dated 07/17/2018, signed and sealed by Frank L. Bennardo, P.E. E - 3 Carlos A Utrera, P.E. Product Control Examiner NOA No. 18-0719.07 Expiration Date: February 25, 2021 Approval Date: September 27, 2018 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . i P.E. 000 ••: „ ,•, RI�EEM SALES COMPANY, INC. _ WIND LOAD CERTIFI( &IOUO� MECHWCAL LIM17.CtBINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS • • ••• ••• ••• •---11.000' '0.750, •�L� • •• ••• M , ?�YIt2'• ,'G• • • • • ONR_ t^Px 19.1 f! T n _ SIM. TO 4) BUT f: SIM. TO L� BUT o 0 c z s ; I ON DPP. FACE ? { i. ON OPP. FACE $ A C 0.306' o TVP T CONCRETE CON o SUPPORTING SUPPORTING o STRUCTURE BY STRUCTURE BY D OTHERS, TYP. B OTHERS, TYP. CONTROL BOX 1 MECHANICAL UNIT / z2 MECHANICAL UNIT T----- TI.ODO' 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC TIE -DOWN THESE ISOMETRICS ARE INTENDED FOR PRODUCT REVISED BRACKET DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM as com Ongg with the Florida MIAMI TECH CLIP: 14GA (0.07') UNITS MAY VARY IN APPEARANCE Building de ASTM A653 Fu=90 KSI STEE1. NOA-No. 18-0719.07 (CUTD8) OR 0.080' 5052-H32 (2)-*10 NTERNAL POST Expl-iion Dqj. 02/25/2021 ALUMINUM (CUTDA8), MIAMI SMS PERfoo DJACENT TO TECH KIT Y RRCUTDSMK OR BRACKET,ONTROL BOX BY RR OUVER TYP Mlam Product Goatro PANEL 0.130"STEEL) CORNER 00 (STEEL), �B30 9D' TYP. 0O UNIT BASE 0� STEEL) NIT BASE CU Bf31.25' UNIT BASE ANCHOR SCHORPER oo PAN 0n PAN PAN 3000 PSI MIN UPQ CONCRETE BY �' F i T-- OTHERS,TYP. © O&© O CLI A DIM. 0 It © ARE SIM ,9'� CONTROL DIMENSION AND OCCUR ON CL1P OFFSETISION SHALL OPR FACES BE TAKEN FROM THIS SIDE ONLY DATUM FACE TIE -DOWN BRACKETS 1 N.T.S. ELEVATION 4 TIE -DOWN BRACKET LAYOUT 1 N.T.S. PLAN ANCHOR SCHEDULE: TIE -DOWN BRACKET OFFSETS: SUBSTRATE DESCRIPTION DIM.1 4.50" MAX OFFSET FROM DATUM FACE CONCRETE: (1)-1/4.0 STAINLESS STEEL TTW BUILDEX TAPCON, DIM. 2 24.50' MIN OFFSET FROM DATUM FACE (4THICK MIN, 1% FULL EMBED TO CONCRETE, 2Y2' MIN. EDGE DIM. 3 25.25' MIN OFFSET FROM DATUM FACE 3000 PSI MIN.) DISTANCE, 3' MIN. SPACING TO ANY ADJACENT ANCHOR. DIM. 4 13' MAX OFFSET FROM DATUM FACE LL APPROVED DESIGN ASCE7-IOVult=175MPH _ (Vasd-136 MPH), IXPOSURE'tx CRITERIA: AT GRADE INSTALLATION ONLT '�O a, TART Ux -aT DESIGN NOTES: wr COtsYGm t caa e titYa.T THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND mm16NO AItYiUTo eN SHEET 1 TM sleET oos xoT THE FLORIDA BUILDING CODE SIXTH EDITION (2017) FOR USE WITHIN AND Ad A. exv�At LGtuNt! LSEAI, OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. THE DESIGN CRITERIA t.EETrsAoxr A�Tr. CONSIDERS ASCE 7-10 SECTION 29.4.1 FOR 'OTHER STRUCTURES - SOLID UI e N FREESTANDING WALLS' INSTALLATIONS AT GRADE. ALL DESIGN VARIABLE; C p ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26 & 29. Z, w m GENERAL NOTES: ^>< w� EN�N 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE W O ui 2u a €a Z Q t SIXTH EDITION (2017) & ASCE 7-10. THIS SYSTEM MAY BE USED WITHIN Q Q i i f1 AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. THIS DESIGN IS NOT ul $psb Z Sr m a o INTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT GBINETRY. W W 0 R 6 0 i 2. NO 33.1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE E DESIGN OF THIS SYSTEM. N � Z L 3. DESIGN & CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH W W TEST REPORTi0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. ju Q 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT (120 LB MINIMUM) OF MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS :..) (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS Z o a RESPONSIBILITY OF THE CONTRACTOR. S. TAPCDNS REFERRED TO HEREIN SHALL BE ITW BUILDDC BRAND, ASTM F593 Z arz 430 STAINLESS STEEL OR EQUIVALENT ONLY, INSTALLED TO 30DO PSI MIN Q N c tz u 8 CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL SCREWS a o 6 z O = SHEET METAL USED TO FASTEN BRACKETS TO MECHANICAL UNITS n 3 SHALL BE *10 (14 MIN THREADS PER INCH) ASTM FS93 410 STAINLESS 0 V iq m SS o STEEL OR EQUIVALENT ONLY. PROVIDE (5) PITCHES MINIMUM PAST THE THREAD PLANE FOR SHEET METAL SCREWS. ALL FASTENERS SHALL HAVE m APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. J 6. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. < zn' AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4' MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, Ln < $ UNLESS NOTED OTHERWISE. Lu $ < 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM LLJ DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND o SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.DCCEPT AS c yy e e a y EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR r R AFFIRMATIONS ARE INTENDED. 10. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE g4 b a 6 R INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT p FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. CY6£ 11. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL 0 Ti1 RESPONSIBILITY OF THE IN CONTRACTOR. CONTRACTOR SHALL 888 ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED 0.0POS _ HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE 15-2543GA INSTALLING CONTRACTOR. >srILeetNal.AEs9 NDrFn 12. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE Vuh WIND SPEEDS USED IN THIS DOCUMENT, SEE SECTION 26.7.3 OF ASCE % 7-10. •. •.. •... ... .• . .. .. . . . . . . . . . . . 000 ••; ,; ,•, RKEE.M SALES COMPANY, INC. WIND LOAD CERTIFI& �:IO4-0rMEtHAN�QL U:iT;C/jBINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICA . • a 1 • • • 000 00 • • 33,E (F,�.T,•• • • • •ONE 5'�"- 33•�S FA'cr • jam"• • • }•\ a =f SIM. TO (C) BUT � ON PP. FACE j ^ SIM. TO (A) BUT ON OPP.FACE CONCRETE CONCR SUPPORTING SUPPORTING STRUCTURE BY STRUCTURE BY 0 OTHERS,TYP. B OTHERS, TYP. CONTROLBOX 1 MECHANICAL UNIT 2 MECHANICAL UNIT 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC THESE ISOMETRICS ARE INTENDED FOR (2)-t 10 SMS PER BRACKET FOR UNITS DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM UP TO 35' TALL. (3)410 SMS PER UNITS MAY VARY IN APPEARANCE BRACKET FOR UNITS UP TO 39' TALL (ONLY (2) SMS SHOWN BELOW) -INTERNAL POST ADJACENT TO CONTROLBOX (0.130- STEEL) ANCHOR PEP SCHEDULE 3000 PSI MIN: CONCRETE BY OTHERS,TYP. CORNER POST II f NowI UB U&U UD Q & © ARE SIM AND OCCUR ON OPP. FACES /'_3�TIE-DOWN BRACKETS 1 N.T.S. ELEVATION ANCHOR SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE. (1)-1/4'0 STAINLESS STEEL ITW BUILDEX TAPCON, (4" THICK MIN, 12' FULL EMBED TO CONCRETE, 2Y,' MIN. EDGE 3000 PSI MIN.) DISTANCE, 3' MIN. SPACING TO ANY ADIACENT ANCHOR. -UNIT BASE PAN }1.000' 0.750' l.zso 00 00 00 O G 0 0 0.306' 0 O TYP 0 0 TT 1.000" TIE —DOWN BRACKET MIAMI TECH CLIP: 14GA (0.07') ASTM A653 Fu-90 KSI STEEL (CUTD8) OR 0.080' 5052-H32 ALUMINUM (CUTDAS), MIAMI TECH KIT t RRCUTDSMK OR RRCUTDASMK CLIP OFFSET DIMENSION SHALL _ J�" _j_ I / _ _o"A_ _ BE TAKEN FROM THIS SIDE ONLY DATUM FAQ 4 TIE -DOWN BRACKET LAYOUT 1 N.T.S. PLAN TIE -DOWN BRACKET OFFSETS: DIM. 1 4.50' MAX OFFSET FROM DATUM FACE DIM. 2 28.D0' MIN OFFSET FROM DATUM FACE DIM. 3 29.00" MIN OFFSET FROM DATUM FACE DIM. 4 13.00" MAX OFFSET FROM DATUM FACE FUNK L aER-WO, PE Ei NM6549 II IIIIII /-. .,� [Y : No pE rooK "x -_ i * ImCH R110 sag I � scud w 'i� F5'$ nua4m ,III / 1 a>• mr.e.�mm PRODUCT REVISED as complying With the Florida Building Code NOA-No. 18-0719.07 Expiration Da 02/25/2021 By MWmi-Da a rotluct Control 115-2543GB I 0 .. .. . . . .. .. . . . . . :a: . . . . • . ••. • • . . •.• ••; •; ... RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICAtIOf1DFPMEr_HAWfCRL U1V'IT••CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS;, - . . • . •• • ••• 000 4 11.000, ' li No 1 =*; •i—� 0.750' ,RI� ryNl(�• • • • • • •NAM}� � LHn � '� ' ✓ 35 S �• 35�5 �?• • • • • • Jg5 �M�' 3y-) �ry�'Y 1.250 y i � o0 SIM. TO :C) BUT SIM. TO (,A) BUT O ON OPP. FACE ON OPP. FACE o A o 0.306" O O CONCRETE CONCRETE TYP. O SUPPORTING SUPPORTING STRUCTURE BY STRUCTURE BY D O OTHERS, TYP. B OTHERS, TYP• CONTROL BOX MECHANICAL UNIT z MECHANICAL UNIT 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC 1—T1.000- TIE-DOWN THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM BRACKET UNITS MAY VARY IN APPEARANCE MIAMI TECH CLIP: 14GA (0.07") ASTM -53 Fu=90 KSI STEEL (CUTDS) OR 0.080" 5052-H32 (2)-#'10 INTERNAL POST ALUMINUM (CUTDAS), MIAMI SMS PER ADJACENT 70 TECH KIT # RRCUTDSMK OR BRACKET, CONTROLBOX RRCUTDASMK —LOUVER TYR (0. 130" STEEL) PANEL CORNER (0. 130" Q POST 13�1 (0.190"STEEL)(loCLI B i37.25UnUNIT BASE 0 0 UNIT BASE I r��llUNIT BASEANCHOR PERPAN UO PAN 0C PAN 30M PSI MIN. CONCRETE BY OTHERS, TYP. © O&© O 0 & © ARE SIM AND OCCUR ON OPR FACES s TIE -DOWN BRACKETS 1 N.T.S. ELEVATION -ANCHnR SCHFD1J1 F- SUBSTRATE DESCRIPTION CONCRETE: (1)-1/4.0 STAINLESS STEEL ITV/ BUILDEX TAPCON, (4" THICK MIN, 1-'.' FULL EMBED TO CONCRETE, 2%' MIN. EDGE 3000 PSI MIN.) DISTANCE, 3' MIN. SPACING TO ANY ADJACENT ANCHOR. f f 0 DIM. 1 8 ` lam: I_ I' `CONTROL CLIP OETFFSDIMENSION SHALL _ _._X_ _ BE TAKEN FROM THIS SIDE ONLY DATUM FACE a TIE -DOWN BRACKET LAYOUT 1 N.T.S. PLAN TIE -DOWN BRACKET OFFSETS: DIM. 1 4.50" MAX OFFSET FROM DATUM FACE DIM. 2 30.00' MIN OFFSET FROM DATUM FACE DIM. 3 31.00" MIN OFFSET FROM DATUM FACE DIM. 4 13.00" MAX OFFSET FROM DATUM FACE PRODUCT REVISED as complying with the Florida Building Code NOA,No. 15-0719.07 Expiration Da,je 02125/2021 By Miami-Daidd Product Control P.E 115-2543GC I 3 . . . . . . . . . . . . ... . . . . .. . • ••• RHEEM SALES COMPANY, INC. WIND LOAD CERTIFIdAtIOM.O • MTHAUTCAL LUCT.CiBINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICA • � \ • ••• ••• Ury7F 1 Ley � V110� t U3 ,NtO 3S )S F li'H J35 5 35 .15 _ SC M G'rH 0.750• • �' • • • •>'' 1.250 • • • • • ox I 0 ' 0 z� 0 SIM. TO U OUT SIM. TO ',(y BUT o D o ? ON OPP. FACE ? ON OPP. FACE D A C D CONCRETE CONCRETE SUPPORTING D SUPPORTING TRUCTURE BY STRUCTURE BY 8 OTHERS TYP D 0.306' D OTHERS, TYP. CONTROL BOX TIP. 1 MECHANICAL UNIT z MECHANICAL UNIT 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM UNITS MAY VARY IN APPEARANCE (4)-Y10 NTERNAL POST SMS PER ADJACENT TO BRACKET, CONTROL BOX OUVER TYR (0.13(' STEEL) ----- PANEL CORNER 'y (T EL), mm� POST STEEL), UB (0.190" Q TYR ^A' STEEL) Q UNIT BASE -(� UNIT BASE QQ UNIT BASE ANCHOR PE0. PAN PAN PAN SCHEDULE B 3000 PSI MIN. , �C CONCRETE 5 OTHERS, TYP.P. B A Hl C O O O D O h 8 Q B ©ARE SIM AND OCCUR ON E S OPP. FACES r3TIE-DOWN BRACKETS 1 N.T.S. ELEVATION ANCHOR S(HFr)t1I F• SUBSTRATE DESCRIPTION CONCRETE: (1)-I/4'0 CARBON SI EEL SIMPSON STRONG BOLT 2, 1 %' MIN EMBED TO (4: TNICK MIN, CONCRETE, 3MIN. EDGE DISTANCE, 3- MIN. SPACING TO ANY ADJACENT ANCHOR. (1)-1/4'0 CARBON STEEL POWERS WEDGE BOLT+, 2%- MIN EMBED TO CONCRETE, 3000 PSI MIN.) 3' MIN. EDGE DISTANCE, 3- MIN. SPACING TO ANY ADJACENT ANCHOR. THIS SCHEDULE MAY BE USED FOR INSTALIATNNN. .na mow TIE -DOWN BRACKET MIAMI TECH CLIP: 14GA (0.07') ASTM A653 FU-90 KSI STEEL (CUTD30) OR 0.OSO- 5052-H32 ALUMINUM (CUTOAIO), MIAMI TECH KIT # RRCUTDLK OR RRCUTDALK ±37.25" - oP �'O '• NOtta IP T]J73 ST L .fLn •'.. F �• AL eR %�`lS ., 61oWpAi�otm m WCuKO) p � a I D1M. 1 a _ - BOX CLJF(A _ all CONTROL CLIP OFFSET DIMENSION SHALL BOX BE TAKEN FROM THIS SIDE ONLY DATUM FACE r4'�\ TIE -DOWN BRACKET LAYOUT 1 N.T.S. PLAN PRODUCTREVISED BUllding yin with the Florida TIE -DOWN BRACKET OFFSETS: NOA-Ne. d AC18-0719.07 DIM. 1 4.50" MAX OFFSET FROM DATUM FACE I E'xplrati�02125/2021DIM.2 30.DO" MIN OFFSET FROM DATUM FACED1M. 3 31.00" MIN OFFSET FROM DATUM FACE By DIM. 4 13.00" MAX OFFSET FROM DATUM FACE - V TNDB S RG =NAT w • JET 1 00vs m•F ¢o .. �J$9 wN 6VluSai ww o .=ffi D. gymo = ZX gNowW ww V. W zV B: rL ow W ti0 115-2543GD 0 • ... ... .. .. . . . .. .. . . . . . . . . . . . ..• . . . . . . . .. . • ••. • RHEE.M SALES COMPANY, INC. WIND LOAD CERTIFIrA- MPM Ot MkdIANIC%L:U14IT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICATIONS EXPLODED VIEW 50D .750 0.313 .ETAL 4/M HOE t / N.T.S. E FRONT ISO / BACK ISO 301(MN) �40'(MAX) 003HS TYP ATTACH ANGIESTO CLEARANCE FRAME WITN(1)ly-O I 211 MOLE OR SOT b' THRUBOLTS, TYP. �• 30 pA'A1V LONGNG (LLLI) AlWIN1Y ANCiE CERFRED Al1DUT SlA'PORT FRAME. TYP. 030 SUPP(Nlf FRA1E IBY CEf1Ei Tp CENTER MOUNT EXPLODED VIEW OHERsTTYP. �1L 1 N.T.S. FRONT ISOMETRIC THESE ISOLLETRICS ARE AMENDED FOR 3 SUPPORT ANGLE ONGRAAN"TIGAL PURPOSES ONLY: ALTERNATE RHEELI 1 N.T.S. ELEVATION UNITS UNITED VARY IN APPEARANCE INTERNAL POST (3) No SAPS PEIt CONTROL. Box cLP. Trv. (O.1]P STEEL) p A O B I Y'B THRU BOLT CORNET CORNER WIH WASHER. POST POST HN FASTENING (0.1R CUPS TO yTEF. (0.1IKY ALLMANUM SWPTRT FRAAE (BY STEEL) ANQE, rYP. OTHERSINOTSIROWN `L'X30'( '(MAx) FOR CLARITY. TYP. (LLH)ALUWAYIANGUECENTEREDABOR SUPPORT FRAAE_ TYIP. _4�TIE-DOWN CLIP ATTACHMENTS 1 N.T.S_ ELEVATIONS 2Y1Y11S' X 30'(.M-40'TMAX) LONG ABOLlf SUPPORT FRAME, TYP. V 41­_-7M"­: cue I a 0 �— N cu A 2' L _________ .nTM I UNIT UNIT I WIDTH2&75' LENGTH2B.7� ROL • • • • • 80X • • SEE �yI LENGTH CENTERED PBIPEIpC1AM TO SUPPORTING FRAME ATTACHANGLESTOFRAME NIERFACE BETWEEN ANGLE AND FRAME (TmAL(1) BOLT& WAL BE GIBED)) TIE -DOWN CLIP OFFSETS: DIM. 1 4.50' MAX OFFSET FROM DATUM FACE OM. 2 24.50' MIN OFFSET FROM DATUM FACE DIM. 3 25.25- MIN OFFSET FROM DATUM FACE SUPPORT DIM. 4 13' MAX OFFSET FROM OATUM FACE FAME (BY - OTHERS), TYP. 318.0 THSW BOLT WITH BUT CUP OFFSET DIMENSION SMALL. " _—FASTENING K&ARGUE TO BE TAKEN FROM TN. SIDFONLY ram'-�J L 1� �CONTpp)r DATUM FACE BOX SUPPORTING FRAME. ri'�TIE-DOWN CLIP LAYOUT 1 N.T.S. PL NOTE T SHALL lE CEFiRED AN ABOLRUMTHE 20' MIL TO NFTAIL SUPPORTING FRAME (BY OTHERS) 00 �� / 0 OO low0 REFERENCE O 3ae3' — TIE -DOWN CLIP MIA. TECH CUP. I,GA (OAT) ASIMASM F-M KSI STEEL (CUIDIOL .ARM TECH MT F RRCUID30K PRODUCT REVISED as icomplylny with the Florida il" ding Code Non -No. 18-0719.07 Expiration DAL 02/2512021 Mlaml-0 d Product Control APPROVED DESIGN CRITERIA: = `� APPROVED DESIGN 200 PSF LATERA� CRITERIA: WIND LOAD WIND LOAD CONCURREW DESIGN NOTES: SITE -SPECIFIC PRESSURE REQUIREMENTS AS OETEPmmm IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 16 OF THE FLORIDA BUILDING CODE SHIUL BE L65 THAN OR EQUAL TO THE DESIGN PRESSURE CAPACTTY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. DESIGN PRESSURE REQUIREMEIIS SMALL BE DETERMINED BY A REGISTERED DESIGN PROFESSIONAL ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. GENERAL NOTES: 1. THIS SYSTEM HAS BEEN DESIGNED AND SMALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMERS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017). THIS SYSTEM MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. THIS DESIGN IS NOT INTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT CABINETRY. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. ES 3. DIGN & CE3t7IFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH TEST REPORT10 1.3-01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT (120 LB MINIMUM) OF MECHANICAL UNR SHALL CONFORM TO LIMITATIONS STATED HEREIN. ALL MEOW41CAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SMALL RE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 5. ALLSHEET METAL SCREWS USED TO FASTEN CLIPS TO MECHANICAL UNITS SHALL BE #10 (14 MIN THREADS PER INCH) GRADE 5 STEEL OR EQUIVALENT ONLY. BOLTS USED TO FASTEN ALUMINUM ANGLES TO SUPPORTING FRAME (BY OTHERS) SHALL BE ASTM F593 410 STAINLESS SHE OR EQUIVALENT AND SMALL UTILIZE SAE GRADE WASHERS & NUTS. PROVIDE (5) PITCHES MINIMUM PAST THE THREAD PLANE FOR SHIFT METAL SCREWS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. ALL FASTENER CONNECTIONS TO ALUMINUM SHALL PROVIDE 2XDAMETER EDGE DISTANCE. 6. ALUMINUM ANGLES SPECIFIED HEREIN SHALL BE 6061-T6 ALUMINUM ONLY. 7. CONNECTIONS TO THE SUPPORTING FRAME (BY OTHERS) CONSIDER A FRAME MEMBER THAT IS 6061-T6 MIN ALUMNUM WITH A MINIMUM 0.094- THICX FLANGE AT ATTACHMENT POINT. PERFORMANCE OF THE RAIL AS A STRUCTURAL MEMBER TO SUPPORT THE UNIT ASSEMBLY SHALL BE PER SEPARATE CERTIFICATION. 8. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 9. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 10. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WT. H. HS.AND SUPERIMPOSED LOADS SMALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.EIi9T AS EXPRESSLY PROVIDED HEREIN, NO ADOMOMAL CERTIFICATIONS OR AFFIRMATIONS ARE INTE DED. Il. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE FOR STTE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENQRE M OR RE USTERFO ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN COPIIUNCTION WITH THIS DOCUMENT. 12. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR CONTRACTOR SHALL ENSURE THAT ANY REMOV19D OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRNCATION AND INSTALLATION OF STRUCTURE PROPOSED ON HEREIN. THUS ENGINEER SMALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SMALL BE THE FRILL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. .THEFT • ND nA•ON_L LZ-R o n t O Q Qrj ( 8 2 0 O d n Q U Lu �ALI Al Lu o a c 15-2564RE I IN .. .. . . . .. .. . . . . . . . . . . . • • • ••• . RHEEBM SALES COMPANY, INC. WIND LOAD CERTI::I/ AIWM OE MES;iANIIRL-AIT CABINETRY AND STEEL TIE -DOWN CLIPS DIRODED VIEW ,( • • • • /1'%I;lr UNIT UNIT SEE OETALA Ll z MOUNT ISOMETRIC VIEW 1 N.T.S. FRONT ISO / BACK ISO AP(MINI-a0'(MA%) ATTACH AMG ES TO FRAME WITH(*%V I ix1kK'%00'(NBV)- THRUSOLTS. TYP. '.) LONG (lLN) ALUMINLa1AN(iE CENIEJEO ABOUT SUPPORT FPAxtt; TYP. SUPPORT FTUJ.E (HY 0)BP OTHERS)•TYP. CENTER ITO CENTER i _3� SUPPORT ANGLE 1 N.T.S. ELEVATION a TIE -DOWN CLIP ATTACHMENTS 1 N.T.S. ELEVATIONS t'xt'x1/A' x 30"IMNI-40YMA%1 LONG (LLH) ALUMINUM ANGLE CENTERED - ABOUT SUPPORT FRAME. TYP.�� TIE -DOWN CLIP OFFSETS: • DIM. 1 I 1.50' MA%OFFSET FROM DATUM FADE u N B dl ' V DIM. 2 26.00- MIN OFFSET FROM DATUM FACE O SUPPORT DIM. 3 29.00' MIN_OFFSET FROM DATUM FACE y _ FRAME (BY DIM. 0 ]J.00' MAX OFFSET FROM DATUM FAO: N S N Mn i DD OTHERS), TYP. L�n. -L- DIM. 1 0 ______ A/e'D THRU BOLT WITH CLIP OFFSET DIMENSION SMALL 1 WAi1MEA5 B NUf ANGLE TO BE TAKEN RR-09 TIQS MOE ONLY DATUM FACE X SUPPORTING FRAME. SUPPORTING IN s TIE -DOWN CLIP LAYOUT NOTE UNIT SHALL RE BE CENTED 1 N.T.S. PLAN RAL SUPPPOITINGEFRRAAMEE(RAS"BY TO TBO 1 e ],A HIXE )ETALUI UO 00 U0 00.313-0 0 11.ar EARANCE 0 O REFERENCE HO E OR SLOT 0 O 0.5007 Soar 00 00 TIE -DOWN CLIP MLLMMI TECH CLP,.12GA 40.W) ASTM MBA F.W KS1 STEEL(CU70111, MA MI TECH MOT a RROUTD31x L BE NMR00, P.E. \LLL1F ROOF MOUNTED APPLICATIO�F�.-- = PE00JrA ery-nSTAT t, Tws�,(.�• FCOaerAur•-I�1�IMi;OinGlaeE IS xo K SRiMTae oN L@T 1 PRODUCT REVISED as comp)yyingg with the Florida BMildinp Gode NOA-No. 18-0719.07 Expiration D e 02125/2021 By MlamWa •Product Control I 15-2564RE I .. .. . . . . . . . .. .. . . . . . . . .•. 0 •0 „ ,•, RHEE�M SALES COMPANY, INC. WIND LOAD CERTINATI0rl Or MECf ANI ;L-U�IT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICA • •.• •.• ese 0UNIT EXPLODED VEw wontuTs• i� LENGIX UTr �-� b00 SUPPORT FRAME (BY OTHERS)• TYP. MOUNT EXPLODED VIEW 1 N.T.S. FRONT ISOMETRIC MIT FASTENING CLIPS TO AwMINUM ANGLE, TYP. .750 B s13 HOLE ATTACH ANGLES TO FRAME WITH (1)-Y°'B THRUBOLTS. SEE GENERAL NOTES FOR AWITKH AL RENFORCMO PLATE USED AT TINS LOCATION• TYP. SUPPORT FRAME fBY OTHERS).TrP. 14D5• RPFERENCE OTHERS)NOT 5110WN �ALUMWIIMAFIXiECwENTEAEO ABOIR MW TECN CLIP,. 12GA FOR CLARITY. TIP. SUPPoRiFMNE rYP. 10.05.1 ASTMA F XSI STEEL (CUTD141 MM I 41 TIE -DOWN CLIP ATTACHMENTS TEDHgTiRRDVTD30K 1 I N.T.S. ELEVATIONS _= NO PE004 STATE IT)nu WX7,118' X 30TAN)-401MAX) LONG ALUMUAIM ANGLE CENTERED ABOUT SUPPORT FRAME, TW. e�"TIE-DOWN CLIP OFFSETS: DIM.1 4.50- MAX OFFSET FROM DATUM FACE 3'X X%. DIM. 2 30.00- MIN OFFSET FROM DATUM FACE �, . y Cll B P© DIM. 3 31.00- MIN OFFSET FROM DATUM FACE 0.75" G. UPPoRT DIM. 4 13.00' MAX OFFSET FROM DATUM FACE FRAME (BY f LNPO OTHERS), TYP. 0.125" 0.216" tl'X3'x)$f REINFORCEMENT N CLI A p p MIN. PLATE AT THE UNDERSIDE OF i THE FLANGE FOR AN PRODUCT REVISED --------- ° DIM. 1 p - - 3/8'0 THRU BOLT WITH OVERALL FLANGE THICKNESS with the Florida E WASHERS S NUT SUPPORTING OF 0.315-MIN, TYP. a4 Comp In CLIP OFFSET DIMENSION SMALL ! taMQt01 _--- FASTENING ANGLE TO 1>n OTHERS), TYP. Building Code BE TAXEN FIIOM THES SIDFO_ DATUM FA BOX SUPPORTING FRAME. NOA-No. 1841719.07 TIE -DOWN CLIP LAYOUT 6 REINFORCING PLATE Expiration Dat 02125/2021 6" = 1'-0. SECTION 1 N.T.S. NOTE UNIT SHALL BE CENTERED PLAN 1 9y ABOUTTHEID'RAR TORAIL Miand-D. eProdYCt Control SUPPORTING FRAME (BY OTHERS) BENNARDO, P.E. a 115-2564RE I