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MC-19-2715Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date:11/20/2019 Location Address Parcel Number 9020 NE 8TH AVE 313, Miami Shores, FL 33138 1132060420420 Contacts Permit No.: MC-11-19-2715 Permit Type: Mechanical - Residential Work Classification: A/C Replacement Permit Status: Applied Expiration: 05/12/2020 RITA HERNANDEZ Owner 9020 NE AVE 3B, MIAMI SHORES, FL 33138 ARS/RESCUE ROOTER Contractor JOSEPH KENAN 18720 SW 108 AVE, MIAMI, FL 33157 Business: 3052357883 khidalgo@ars.com Description: a/c change out Valuation: $ 5,968.00 Inspection Requests: 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.60 DBPR Fee $3.13 DCA Fee $2.09 Education Surcharge $1.20 Permit Fee $158.88 Scanning Fee $9.00 Technology Fee $5.22 Total: $233.12 Building Department Copy Payments Date Paid Amt Paid Total Fees $233.12 Check # 8253013853 11/20/2019 $183.12 Check # 8253013824 11/14/2019 $50.00 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 constructigp hnd zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: OAer / Applicant / Contractor / Agent Date November 20, 2019 Page 2 of 2 S.bU 24 V""\ Miami Shores Village Building Department ENTERED \ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 NOV 1 019 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BY; FBC 20 F�- BUILDING Master Permit NO.] Ac- 1 1'11' 1:-41 S PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION RENEWAL PLUMBING k MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP Q!!��� /'� /�� CONTRACTOR DRAWINGS JOB ADDRESS: - 0W 0 9� A V`E', � 6 V Folio/Parcel#: �320%��� Is the Building Historically Designated: Yes NO Xi Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Zjii(,/n� 1 ti1e/��i,(�wle?, Phone#: Addresss:Mla,� gwn nE g Mat De) City:( - CJ�S State: E/ Zip:1�� Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name:! ARS L'�fp�,� cut u 9GeaIl�t' Phone#: Address: �,/ �/ City: o m) State: 4 t� Zip: '�;3, L Iyy��2� Qualifier Name: r(5 2'Ct/r iJc 2 Phone#: �� Ia05 State Certification or Registration #: WC, 1 &q��5'J Certificate of Competency M DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ S 9 -� Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration n+ ❑ Ne-w} Kj Repair/Replace ElDemolition Description of Work: 410, �r ►(JL�K(� Specify color of color thru tile:, Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ I - (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip E Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 0171%P7 R or AGENT The foregoing instrument was acknowledged before me this day of v 20 I _ 1 by who is personally known to me or who has produced � &A, as identification and who did take an oath. NOTARY maw Signature Ltd-NTRA TOR The foregoing instrument was acknowledged before me this �—day o-f7 ,MoV`�.(/ 1jx( , 20 , by d�C,ni�1s LyILC�� who is personally known to me or who has produced r- L/I as identification and who did take an oath. NOTARY PUBLIC: r°�j0t P% Notary Public State of Flo:a sW "ry Notary Public State of Pt6rida Seal: Cassandra M Dominguez Seal: ?° `� Cassandra M Dominguez My Commission GG 186321 y : My Commission GG 186321 ov�o� Expires03/14/2022 Expires03l141'1022 APPROVED BY �V Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (30S) 795.2204 ,, Fax:(305) 756.8972 AIR CONDITION T 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. Job Address (where the work is being done): �l.�L�IJ 9�J V ftLa b ...... City: Miami Shores Village County: Miami Dade Zip Cope:.•. ' ����: .. . . • ...... . ...... ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID COACRETE SLAB .. . ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVA... *ICON ;••••• A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITA".... .... . . ..... AHRI DATA SHEET REQUIRED .. .. •••• •••••• ...... Change disconnecting means: YES9 NO ❑ ARHI Sheet Attached: YES` NO ❑ Contrast Attarh%d..YES�s •• • • . • UNIT BEING REPLACED DATA NEW UNIT. ;•• - Y) MANUFACTURER ` OP,' I U kW AHU or PKG. UNIT MODEL # COND. UNIT MODEL # KW HEAT 2— NOM TONS AHU Cu PKG 1) M.C.A AHU CU PKG AHU CU PKG 2) M.O.P AHU CU PKG AHU CU PKG 3) VOLTS AHU Cu PKG PKG UNIT / / PKG UNIT EER/SEER YES REPLACING DUCTS YES YES REPLACING THERMOSTAT YES YES NEW 4"CONCRETE SLAB YES 0 YES NEW ROOF STAND YES YES NEW RETURN PLENUM BOX YES 1. Minimum Circuit Ampacity (Wire Size): 10 (,_ 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: v Phone: State Certificate or Registration No.C�lz c-(-q lkn_ Certificate of Competency No. Signature Date: (Qu fier's si (Revised02/24/2014) X OFFICE OF THE PROPERTY APPRAISER Summary Report The Office of the Property Appraiser is continually editing and updating the tax roll. and Miami -Dade County assumes no liability, see full disclaimer and User Agreem miamldade.gov/Info/dlsclaimer.asp Version: This website may not reflect the most current information on record. The Property Appraiser e nt at http //www • M1191 Quality Audit / Customer Approval Equipment Information: Manufacturer Serial # Equipment Type Model Number 1 RHEEM 413 0193 9 0 F 9 CU RA1424BJl NA 2 RHEEM o 0SY6 0 AH RBHP17J06SH1 3 NEST 15 AW 0 F2 0/ v THERMOSTAT E 4 5 6 7 8 • 9 .. 10 • Additional Comments: •••• ••••• AGUSTO .••••. ••f• ..... INSTALLER:OSDANY • • •• •• • •• •• ••••• INSTALL DATE: 9/25/19 RHEEM 2 TON 14 SEER SHORTY WITH NEST E -CRANE • $5968 CHECK $5000 CC $968 • • • • • • • • HD LEAD 1.49486037695 • • • • PERMIT MIAMI SHORES • • • • • • • • • AHRI •••••• � • • • • W/O 11861396 a • • • • s • EQUIP PO# 811102 • • • RA1424BJINA 1111111111 IIII 1111111111111111111111111111111111111111111111 IIII 1W301937089 t I�III�I� I� �III�' IIIII �II�I II'I' I'I�� IIIII I'lII'II'I IIIII IIII IIII c 0 L, IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIII ME _: 662021502=-)8� R131 P-17J06SH1 W051905860 662021260308 IIIII IIIII Illll11111111111111111111111111111111111 IIII IIII The Home Depot - 2455 Paces Ferry Road, N.W. Bldg. B-3, Atlanta, Georgia 30339 - Customer Care: 1-800-466-3337 321 QA Checklist (20 Feb. 17) (C) v 16.0.0 f\ ,r Quality Audit / Customer Approval Is. RITA HERNANDEZ 6322 1-49486037695 Customer First Name Customer Last Name Store # Lead # Item Complete Item Complete 1 Furnace/Air Handler set - blower speed set 18 Humidifier operation and drain checked out or proper cfm (list mod./ser.# below) 2 Filter rack installed 19 Air cleaner installed (list mod./ser.# below) 3 Evaporator coil installed and leveled (list 20 Electronic air cleaner operation (incl. Air flow mod./ser.#below) switch) checked 4 Emergency drain pan and safety switch 21 Ducting complete j installed and tested 5 Gas piping Completed and leak tested 22 Supply air dampers installed •••••t / 6 Gas pLessq;e gaLMe•ipstalled and piping 23 Registers installed and level �.. pres1drrh4to 20"... 7. Furnace venting acarilio"e w/proper / 24 Insulation complete supports, clearancaesxi rise �8• Combustion air intoil\"eompleted 25 Low voltage complete ... .... ...... 49 All pilotaIF0ls lit (f:rr*aoes and water heaters 26 Line voltage completed check a(t) o l I0' Conq4-jW:;et with vibr&tion pads in place 27 Furnace started up and checked out (dip ..: (list mod./s4r.# be:co)w) switches set - variable speed) 11 Condenser evel / 28 Air conditioner or heat pump started up and ••00 checked out 12 Refrigerant piping completed and leak tested / // 29 Electric heat started up and checked out 13 Condensate drain installed and tested / 30 rIl foundation penetrations sealed 14 Condensate pump installed, safety switch 31 All work areas clean and trash removed fired and tested 15 Thermostat installed level, heat anticipator / 32 Homeowner given all homeowners manuals set and checked out (list mod./ser.#below) 16 Humidifier installed with humidistat 33 Homeowner instructed in how to operate / (list mod./ser.# below) humidistat, thermostat, and clean or change ilters l 17 Humidifier level / Permit / Inspection Information: Permit Required? YES ✓ NO Permit Number City/County Issuing Permit MIAMI SHORES Scheduled Inspection Date/Time / The Home Depot - 2455 Paces Ferry Road, N.W. Bldg. B-3, Atlanta, Georgia 30339 - Customer Care: 1-800-466-3337 321 OA Checklist (20 Feb. 17) (C) v 16.0.0 \ Home Services Installation Customer Approval Home Depot License #is - For the most current listing visit www.Homedepc EC0001440, CGC1514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831, CCC1331113, CCC1331130; HERNANDEZ RITA Customer Last Name Customer First Name 9020 NE 8TH AVE APT 313 Job Site Address 305-213-2233 Home Phone# Work Phone# Cell Phone# 6322 (1-49486037695 Store # Lead or PO # MIAMI SHORES I FL 33138 City . State : 0 0 W ...... NA@NA.COM Customer Email Address ...... Additional PO(s): ."". ' Waiver: Upon receipt of payment from Home Depot U.S.A., Inc. ("Home Depot") on behalf ol"t"Veystomer Jared above,•- this document shall be effective to waive, relinquish, and forever release any right of the undMigrled SereiMoProvideret -:* a mechanic's lien, stop notice, or any right against a labor or material bond on the job perforra8d:8tthe customer and the', property at the job site address listed above. The undersigned Service Provider represents that all raboi-64 rn4Ghanic§,,*6M8 materialmen furnishing services or materials on the job either have been or will be fully paid >oror taeservices or materiali...: Release and Indemnification: The undersigned Service Provider agrees to cause the prompt *release of any r1ans, stop ' notices or other property encumbrance that may be filed against the property at the job site address by any laborer, mechanic, or materialman claiming the right to file such lien, stop notice or encumbrance through or under the undersigned. The undersigned Service Provider further agrees to defend, hold harmless and indemnify Home Depot, the customer named above, and the owner of said property, from and against all costs and expenses arising from or by reason of such lien, stop notice or encumbrance, or the release or discharge thereof. Acknowledgment: The undersigned acknowledges and agrees to the above terms and conditions. ARS/MIAMI 305-704-3042 Service Provider Name Service Provider Phone # Service Provider License # (SF&I ) 18720 SW 108 AVE MIAMI FL 33157 Service Provider` Address City State Zip x -S(9 Service Provider, i. n tire._---- Date NOTICE TO OWNER Do not sign this completion certificate or any agreement stating that you are satisfied with the entire project before this project is complete. Home repair contractors are prohibited by law from requesting or accepting a certificate of completion signed by the owner prior to the actual completion of the work to be performed under the home repair contract. Certificate of Completion: Customer sign here only upon your acknowledgement of actual completion and final approval of the work. RITA, HERNANDEZ Customer Name Custo r$i" re Date The Home Depot - 2455 Paces Ferry Road, N.W. Bldg. B-3, Atlanta, Georgia 30339 - Customer Care: 1-800-466-3337 321 CA Checklist (20 Feb. 17) (C) v 102.0.0 Certificate of product Ratings AHRI Certified Reference Number: 202865072 Date : 09-26-2019 Model Status : Active AHRI Type: RCU-A-CB Outdoor Unit Brand Name: RHEEM Outdoor Unit Model Number (Condenser or Single Package) : RA1424BJ1 Indoor Unit Model Number (Evaporator and/or Air Handler) : RBHP-17 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. V••••• Territories) " ` • • • • • •••••• • Region Note: Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed in all e••egions •••o • •••• • until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed in r;80r(s) for • • • • which they meet the regional efficiency requirement. ' 0 • . •.' 0000 •••••• •••• ••i• The manufacturer of this RHEEM 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, Performance Rating of Unitry a 0 • • • Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, indepen,004, third part tt stilx 0 600 Cooling Capacity (A2) - Single or High Stage (95F), btuh : 23400 SEER: 15.00 EER (A2) - Single or High Stage (95F) : 12.50 t"Active" Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale; OR new models that are being marketed but are not yet being produced."Production Stopped" Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratings that are accompanied by WAS indicate an involuntary re -rate. The new Dublished ratina is shown alona with the Drevious (i.e. WAS) ratina. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed In the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI. This Certificate shall only be used for Individual, personal and confidential reference purposes. The contents of this Certificate may not, In whole or In part, be reproduced; copied; disseminated; entered Into a computer database; or otherwise utilized, In any form or manner or by any means, except for the user's Individual, personal and confidential reference. AIR-CONDITIONING, HEATING, CERTIFICATE VERIFICATION & REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.ahridirectory.org, click on "Verify Certificate" link we make life better - and enter the AHRI Certified Reference Number and the date on which the certificate was Issued, which Is listed above, and the Certificate No., which is listed at bottom right ©2019AIr-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 132139858109297141 r MIAMI-I MIAMI-DADE COUNTY e 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.gov/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 construction materials. The documentation submitted has been reviewed and accepted by M pmi&Dade County RER-Product Control Section to be used in Miami -Dade County and other areas where 'allowed by the Authority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami-Dade.iCQl;ijly Product Control • • • • • • Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade Cotiiaty) reserve le right: to have this product or material tested for quality assurance purposes. If this proclaet er mat*tdl• fails to perform in the accepted manner, the manufacturer will incur the expense of such tQSting-and the Alij may • • : • 0 • immediately revoke, modify, or suspend the use of such product or material withi?i'th2tr jurisdie;en. RER. • • • • reserves the right to revoke this acceptance, if it is determined by Miami -Dade Zoll t3j Product- Control Section that this product or material fails to meet the requirements of the applicable �uild6g cods....;. • •..:. This product is approved as described herein, and has been designed to comply *i4rtli 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 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., 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 # 16-0712.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 18-0321.11 MIAMI•DADE COUNTY Expiration Date: February 25, 2021 Approval Date: May 24, 2018 4 I�i� �y Page 1 A Rheem Sales Companv, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs A. DRAWINGS "Submitted under NOA # 15-0903.08" 1. Drawing No. 15-2543GA and 15-2564RE, titled "Wind Load Certification of Mechanical Unit Cabinetry and Steel/Aluminum Tie -Down Clips: At Grade and Roof • • • • ; Mpunted Applications", sheets 1 through 7 of 7, dated 05/14/2015, revised on • • • • • 11/20/2015, prepared by Engineering Express, signed and sealed .by Frank L. .$ennardo, P.E. ...... .... • • • • Bo o o TESTS ;`S`ubmitted under NOA # 15-0903. 08" • • • • 1. ' Test report on Uniform Static Air Pressure Test per FBC, TAS 202-94 along with ...... ...... •• maijced-up drawings and installation diagram of Rheem RA Series Mechanical Units, •' • • " • : • • • • . prepared by American Test Lab of South Florida, Test Report No. 0323.01-15, dated • • 65f18/2015, 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 # I5-0903.08" 1. Statement letter of code conformance to the 5th 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. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0321.11. Expiration Date: February 25, 2021 Approval Date: May 24, 2018 E-1 1 Rheem Sales Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS . 1. Drawing No. 15-2543 GA and 15-2564RE, titled "Wind ajj:� ertiflcation of .... % Mechanical Unit Cabinetry and Steel/Aluminum Tie -Down Cli s:.,N Grady and Roof: • Mounted Applications", sheets 1 through 7 of 7, dated O�N 4 iN 5, on • O1/12/2018, prepared by Engineering Express, signed and* V9Cd by Frank L.: •, • Bennardo,P.E. ••���� ••••�. 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 61h Edition (2017) FBC issued by Engineering Express, dated 03/19/2018, signed and sealed by Frank L. Bennardo, P.E. E-2 la Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0321.11 Expiration Date: February 25, 2021 Approval Date: May 24, 2018 goo 0 H EEMA WIND LOAD CERTIFICATION OF MECHANICAL CABINETRY �ASCOAL PANY NDSTEEL/ALUMINUM �aOWACLIP$'AT41ADE 110UM1'E'D APPLICATIONS .. ••• 1--1 1.000" 4 1 a.7jDY • E�koil 1.250 ON3• -Iq. r J M Z9. MAX O • O • • 00 X 0 s • SIM. TO C BUT s - SIM. TO (AD BUT O z n ON OPP. FACE Z �'+ i , ON OPP. FACE 0 c is 0 A C 0.306" 0 0 r i TYP. CONCRETE CONCRETE 0 SUPPORTING SUPPORTING 0 STRUCTURE BY STRUCTURE BY O OTHERS,TYP. B OTHERS,TYP. CONTROL BOX 1 MECHANICAL UNIT r2 MECHANICAL UNIT r—Tl.000" 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC TIE -DOWN THESE ISOMETRICS ARE INTENDED FOR PRODUCT REVISED BRACKET D_GRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM as complying with the Florida MIAMI TECH CLIP: 14GA (0.07") UNITS LISTED HEREIN MAY VARY IN APPEARANCE Building Code ASTM A653 Fu=90 KSI STEEL N-A-No. 18-0321.11 (CLITDB) OR 0.080. SOS2-H32 (2)-#10 INTERNAL POST Expiration D to OZ/25/2021 ALUMINUM (CUTDAB), MIAMI TECH KIT # 0.0.CUTOSMK OR SMS PER /4 ADJACENT TO RRCUTDASMK B TMP. CONTROL BOX OWER Miami -Dade Product Control Eye PATYP m9 �94 ANCHOR PER SCHEDULE 3000 PSI MIN. CONCRETE BY OTHERS, TYP. rO Q UNIT BASE PAN J- �O PA PA' p" 0O UNIT BASE PAN Oj r I 1 /R-) 1 � p IQ. (�(' /� 1 1 l I ® & C ARE SIM CONTROL AND OCCUR ON CLIP OFFSEIMENS T DION SHALL BOX OPP. FACES BETAKEN FROM THIS SIDE ONLY DATUM FACE (2)TIE-DOWN BRACKETS a TIE -DOWN BRACKET LAYOUT 1 N.T.S. ELEVATION 1 N.T.S. PLAN 11 ANCHOR SCHEDULE: TIE -DOWN BRACKET OFFSETS: SUBSTRATE DESCRIPTION DIM. 1 4.50• MAX OFFSET FROM DATUM FACE RA1336, RA1342, RA1418, 0 CONCRETE: (0.1/4"0 STAINLESS STEEL ITV] BUILDEX TAPCON, DIM. 2 24.50' MIN OFFSET FROM DATUM FACE RA1424, RA1430, RA1618, (4- THICK MIN, IY.' FULL EMBEDS CONCRETE, 2%/" MIN. EDGE DIM. 3 25.25' MIN OFFSET FROM DATUM FACE RP141a, RP1424. RP1430, 3D00 PSI MIN.) DISTANCE, 3' MIN. SPACING TO ANY ADJACENT RP161 B, RD141B, RP1524, a ANCHOR. DIM. 4 13' MAX OFFSET FROM DATUM FACE RD1424 AVeRO•VE/Q IIESIGN ASCE 7-10 Vu1t=175 MPM • • • • �11L.I Ef'R11, ATGR DE MPH), INSTALLATION • • • • AT GRADE INSTALLATION ONLY NOTES: THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND THE FLORIDA BUILDING CODE SIXTH EDITION (2017) FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. THE DESIGN CRITERIA CONSIDERS ASCE 7-10 SECTION 29.4.1 FOR "OTHER STRUCTURES - SOLID FREESTANDING WALLS" INSTALLATIONS AT GRADE. ALL DESIGN VARIABLES ARE IN ACCORDANCE WITH ASIDE 7-10 CHAPTERS 26 & 29. GENERAL NOTES: 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) & ASCE 7-10. 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. ` 3. DESIGN& CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH TEST REPORT#0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. 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 RESPONSIBILITY OF THE CONTRACTOR. S. TAPCONS REFERRED TO HEREIN SMALL BE ITW BUILDER BRAND, ASTM F593 430 STAINLESS STEEL OR EQUIVALENT ONLY, INSTALLED TO 3000 PSI MIN CONCRETE SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL SHEET METAL SCREWS USED TO FASTEN BRACKETS TO MECHANICAL UNITS SHALL BE *10 (14 MIN THREADS PER INCH) ASTM F593 410 STAINLESS STEEL OR EQUIVALENT ONLY. PROVIDE (5) PITCHES MINIMUM PAST THE THREAD PLANE FOR SHEET METAL SCREWS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 6. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A MINIMUM, ET ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4" MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE. 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. B. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 10. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. I,. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED 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 INSTALLING CONTRACTOR 12. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE Vult WIND SPEEDS USED IN THIS DOCUMENT, SEE SECTION 26.7.3 OF ASCE 7-10. B 0 : Z�-N 01 L9 LL10gyNa [1 [ -Wm M mu o WEEJ Lu m "• Z ,Duivh. 'a ZX O<tm IGug Wuj az WY U WO UlW'iw ow 'Cl 115-2543GA I I RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS ON's/{ 3' h ON �33TMqk ✓ 33� sx f SIM. TO © BUT f{j SIM. TO (AA BUT NM PP. FACE ? ^ ]� OWN; PP. FACE CONCRETE wnurcc I c ,� SUPPORTING SUPPORTING STRUCTURE BY STRUCTURE BY p OTHERS, TYP. B OTHERS, TYP. CpNTROL BOX i MECHANICAL UNIT z MECHANICAL UNIT 1 N.T.S. FRONT ISOMETRTC 1 N.T.S. BACK ISOMETRIC THESE ISOMETRICS ARE INTENDED FOR (2)-#10 SMS PER BRACKET FOR UNITS DTAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM UP TO 35" TALL (3)-# 10 SMS PER UNITS LISTED HEREIN MAY VARY IN APPEARANCE BRACKET FOR UNITS UP TO 39" TALL (ONLY (2) SMS SHOWN BELOW) NTERNAL POST CONTROL L TO CONTROL BOX TYP. Q" UNIT BASE � UNIT BASE �- UNIT BASE ANCHOR PER 0� PAN a� PAN OQ PAN SCHEDULES n 3000 PSI MIN. CONCRETE BY /� OTHERS,TYP. © ; p)�© OD & 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, 13:' FULL EMBED TO CONCRETE, 2Yy" MIN. EDGE 3D00 PSI MIN.) DISTANCE, 3" MIN. SPACING TO ANY ADJACENT ANCHOR. 0.750" l.zso• 00 00 00 00 0 0.3D6" O 0 TYP 0 0 �t 1.000^ TIE -DOWN BRACKET MIAMI TECH CLIP: 14GA (0.07") ASTM A653 Fu-90 KSI STEEL (CUTDS) OR 0.080" 5052-H32 ALUMINUM (CUTDAS), MIAMI TECH KIT # RRCUTDSMK OR RRCUTDASMK CLIP OFFSET DIMENSION SHALL I 10 _ -�, BE TAKEN FROM THIS SIDE ONLY DATUM FACE 4 TIE -DOWN BRACKET LAYOUT ••: 0 : • ••. ••• N.T.S. PION • •09 • • • • • TIE -DOWN BRACKET OFFSETS DIM. 1 4.50' MAX OFFSET FROM DATUM FACE DIM. 2 28.00" MIN OFFSET FROM DATUM FACE DIM. 3 29.00' MIN OFFSET FROM DATUM FACE DIM.4 13.00" MAX OFFSET FROM DATUM FACE APPLICABLE MODEL- 0 • • • • • • • RA13411: RA1436, RA1442B, RA1624RA1636B, RA1642B, RP133B, RP1348, RP1436, RP1442, RP1448, RP1530, P4P /30,,iP,1536, RD1436, RP1544 RDii442, • • • • • RA/UA1724, RA OPJ036, • • RA/UA2024 RPfW17y4, RP/:P1736 • • • • RA/UA1736 RP40P2-4 • • • \1\11111111 // U-0 ON vam . s vuxrzo cor erun ao�xso ncr�im .xus .uirerasxo • • • PRODUCT REVISED • • • • as eomplying with the Florida Building Code Nou-No. 18-0321.11 Expiration D fg 02/25/2021 • • BY • • Miarni-Vadej Product Control • • ••••• ••• • • • • ••• • • ••• •• •• •0• 0 fry oa u 7 51® Wm F jj ..FmgpNF� W' N t55-=tea WW u 1311Cbzw oW w V o iz Z v } ^ rz d N a 0 2 U X: 4 W n z v0 o- 4 aOow o a u Ja a n u V z � z < Lu o m Lu ti e H �d Mill�. 115-2543GB I W BOB •:• •• :• •0 •0 :. RHEEM SALES COMPANY.;ItV' • • • ' WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIEtQQVWICLIPS: AT49MDE R9LjiJ1J`ILEb APPLICATIONS E-k: q }-- 1 1.000" • • • • • • • 0.75� ,� • • • w•• • 1.250' • • JNS S MPNy�� 35 S.CAYOrH ON5 Mp�,X}� 3,r SCFM,Y�O� : : • • • : = w w : TS �1/3 AW,r "W O •• ••• �3 O O it 0 x s 1 SIM. TO(C BUT z m �' 51M. TO (A, BUT 0 Z OOPP. FACE I ON OPP. FACE b C O O o 0TYP. O CONCRETE CONCRETE TYP. r0 SUPPORTING SUPPORTING O STRUCTURE BY STRUCTURED O OTHERS. TYP. g TYP. CONTROL BOX i MECHANICAL UNIT z MECHANICAL UNIT Y--11.0 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC N TIE -DOWN METRICS ARE INTENDED FOR BRACKET DIAGRATHESE MATICALOPURPOSES ONLY; ALTERNATE RHEEM UNITS LISTED HEREIN MAY VARY IN APPEARANCE MIAMI TECH CLIP: 14GA (0.07") ASTM A653 F-90 KSI STEEL (CUTD8) OR 0.080" 5052-H32 (2)-7f10 INTERNAL POST SMS PER ALUMINUM (CUTDAB), MIAMI TECH KIT R RRCUTDSMK OR - BRACKET, ADJACENT TO CONTROL BOX RRCUTDASMK OUVER TYP. PANEL, TYP. O CLi B f37.25' P© Q� NIT BASE �� UNIT BASE �� UNIT BASE ANCHOR PER UO PAN �� PAN �O� PAN SCHEDULE , I• ' • II 3000 PSI MIN. ', CONCRE BY ET OTHERS, TYP. QA & © ARE SIM AND OCCUR ON OPP. FACES 3 TIE -DOWN BRACKETS 1 N.T.S. ELEVATION ANCHOR SCHFDULF- SUBSTRATE DESCRIPTION CONCRETE: (1)-1/4"05TAINLESS STEEL ITW BUILDER TAPCON, (4' THICK MIN, 1y-' FULL EMBED TO CONCRETE, 2Yx" MIN. EDGE 3000 PSI MIN.) DISTANCE, 3" MIN. SPAC NG TO ANY ADJACENT ANCHOR. CLIP OFFSET DIMENSION SHALL BE TAKEN FROM THIS SIDE ONLY DATUM FACE a TIE -DOWN BRACKET LAYOUT 1 N.T.S. PLAN APIPLIC TIE -DOWN BRACKET OFFSETS: RAI360, RAIBLE 42A,MODELS: FlA1360, RA1442A, RA7446,RA7460, RA16U RA1636A, RPIUP2036, 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 NDA-No. 18-0321.11 Expiration Da 0212512021 By Miami -Dada Product Control BEN,I ' 14011� user �s ru,r or a o�cn�ur m�co r��T � nnu,N w urrtco Armor 1oeieu uc: IEeiu�i ss a�uiune w i.Eu 1 u pv £ O N�m(� wm�3s Cc:, Z� wwu=' x 15 - 4¢aw�Wio zk�� WW Ory W N6W Ngi Wz U)wcc •�W ..i 0 F zo 0 c:) a o ^ n V 44 c Lu as F m y � a m IL a p LLJ � ~ S Vg� �F� sgp7SgE� R ? . . . . fill 15-2543GCr `W RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS' 4 }� . ♦ 11000. 1 IDS Og5 STD \�3S,1 S�MGT/Y 35 5"M f\ U '1SJ ;FMGTjy 77- 0.7SO" (7 i :f 1 I Q SIM. TO (C) BUT SIM. TO AQ BUT O O ON OPP. FACE ON OPP, FACE 0 C O O - CONCRETE O 0 CONCRETE - SUPPORTING E' SUPPORTING STRUCTURE BY 0.306" UCTURE BY B OTHERS, TYP. CONTROL BOX TYP• to OTHERS, 1. 1 MECHANICAL UNIT 2 MECHANICAL UNIT—T1.aoo" 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC TIE -DOWN THESE ISOMETRICS ARE INTENDED FOR BRACKET DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM MIAMI TECH CLIP: 14GA (0.07") ASTM A653 UNITS LISTED HEREIN MAY VARY IN APPEARANCE F-90 KSI STEEL (CUTD30) OR 0.000" (4)-#10 INTERNAL POST SOS2-H32 ALUMINUM (CUTDAIO), MIAMI SMS PER gDIACENT TO TECH KIT # RRCUTDLK OR RRCUTDALK BRACKET,rtj CONTROL BOX 10UVER TYP. TYP. +-i-`I.`fi�NIT BASE "u UNIT BASE ANCHOR PER PAN PAN SCHEDULE11 € 3000 PSI MIN. CONCRETE B OTHERS, TYP.P. O Op/O B A Ht C & C) ARE SIM AND OCCUR ON E' OPP. FACES 3 3 TIE -DOWN BRACKETS 1 N.T.S. ELEVATION ANCHOR SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (1)-114'B CARBON STEEL SINPSON STRONG BOLT 2, 1�" MIN CONCRETE, 3' MIN. EDGE DISTANCE, 3' MIN. SPACING TO ANY ADD (a' THIIX MIN, 3000 PSI MIN.) (I)'1�4'B GMN STEEL POWERS WEDGE BOLT+, 2YN' MIN EMBED m 3' MIN. EDGE 015TANCE, 3' MIN. SPACING TO ANY ADJACENT Si SUPPORTING CONCRETE SUBSTRATE DEPTH 5M BE A MINIMUM I.5,,A11CHOR EMBED. 3 EITHER ANCHOR FROM THIS 504EMU MAY BE USED FOR INSTALLATION. UNIT BASE PAN O O DIM.1 0 CONTROL Ox CLIP OFFSET DIMENSION SHALL BE TAKEN FROM THIS SIDE ONLY DATUM FACE • • 000 • • • • • • • 4 TIE -DOWN BRACKET LAYOUT •• �•� •• •: ••; 1 N.T.S. PLAN • • • • • • • • • • • 000 • • • • • • • PRODUCT REVISED TIE -DOWN BRACKET OFFSETS: APPLICABLE MODELS: as complying with the Florida Building Coda RA1642A, RA1648, RA1660, RP1360, RP1460, RP1548, RD1a48, RP 5 0, Noa No. 18-0321.11 RD146D, RAIUA1748, RAIUyt • : • : • : • • : • LLra�i�tion Dat 0212512021 RAIUA2048, RAAIA2060, R p1748, RPIUP1760, RPAJP2048, R P2J60, • i B� • • • • • • • Mi mi-D d Product Control • • •• • •• •• •• 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 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • SGAJd?r�yviiss 1 l�`���SH�xLL 0.EW4N IH S PR NnD W THIr ERED SINT I��NSIB-1 sI6NEl 11 i5 NO u S7�xAME dl SHEET 1 a ET BOES NIi 115-2543GD N ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . .... ....... . RHEEM SALES COMPANY, INC: :• ..: :' I. :• WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWf* C LIP fi ROTF MqqNTER:JPPI��ATIONS SEE DETAI 1 MOUNT EXPLODED VIEW orliEn6):iva. I °@"ERToDEN`ERi 1 N.T.S. FRONT ISOMETRIC f THESEISOMETRRSAREINTENOEDFOR 3 SUPPORT ANGLE gAGRMAMATMAL PURPOSES ONLY; ALTERNATE RMFEM UNITS LISTED HEREIN MAY VARY IN APPEARANCE S N.T.S. ELEVATION POST BY cow 6) — SMS PER BOX CLIP, TYP.0 D C A WO NHRUBOLT CONNER r' NUT FASTENING r C'R POST CUPS TO ALUMIMA3 SUPPORT FRAME (BY AN .TYP. OTHERS) NOT SHOWN `2''T�d4•Y 3nu.)-4 n.,n LONG FOR CLARITY. TYP. (LLN)ALUMINUM ANGLE CENTERED ABOUTSU PMRT FRAME TYP. a TIE -DOWN CLIP ATTACHMENTS 1 N.T.S. ELEVATIONS ZX,Nlff. X 3OTMIN)-40•(MAX) LONG (LLH) ALUMINUM ANGLE CENTERED ABOUT SUPPDRTFRAME, TYP. T- - u —MC- 2 oLL TIE -DOWN CLIP OFFSETS FRAME (BY OTHERS), TYP. D1N_1 4.50' MAX OFFSET FROM DATUM FACE OIM.2 24.SO- MIN OFFSET FROM DATUM FACE D[M. J 25.25' NIx OFFSET HROM OANN FACE DIM. 4 13• MAX OFFSET FROM DATUM FACE 3/B•O THRU BOLT WITH W,ISHERS CUPOFFSETDIMENMONSMALL-- 0 - E ,�BON CUR 1 `-FASTENINGNG A AT NGLE TO BE TAKEN FROM TINS 570€ONLY DATUM FACE BOX SUPPORTING FRAME. s TIE -DOWN CLIP LAYOUT 1 N.T.S.[-NOTE-UNIT BHALL Bl CENTERED PLAN ABOVT TINE ZD' MR TO MIL SUPPORTING FRAME (BY GTHERS) .JSDD ,A HOLE Y, 00 D0 00 �0 O m.W L REFERENCE CLEARANCEOR HOLE OR SLOLOT 0 0.,B7 09063•� 0 I 364T0 TIE -DOWN CLIP MIAMI TECH CUP' 1K M..D77 ASTIR ABA PV K51 STEEL (CUMD10), MWAI TECH KJT R RRCU@]NL APPLICABLE� RA7318, RAI 324. RA1330. RA7336, RA1342, RA1l18, RA1424, RA1430, RA1618, RP1418, RP1424, RP1430, RP�518, R A418, RP1524, RD1424 APPROVED DESIGN CRITERIA: •' reR 9 Q r •Do bN_S: 'N a00 PSF LATERAL .' '; 'o:CRITEV4: 0 . . . . . WIND LOAD •• ••• ' ' 00 PSF UPLIFT WIND LOAD (CONCURRENT) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 1B-0321.11 Explratlon, 0212512021 By Miami a e Product Control DESIGN NOTES: SITE -SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 16 Of THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO TIE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. DESIGN PRESSURE REQUIREMENTS SHALL 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 SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE EDITH EDITION C2017). THIS SYSTEM MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE THIS DESIGN 15 NOT INTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHAR ICAL UNITCABINETRY. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. DESIGN B CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH TEST REPDRT00323.01-15 BY AMERICAN TEST LAB OF SOUTH R RIDA. 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 MANUFACMER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILTIY OF THE CONTRACTOR. S. ALL SHEET METAL SCREWS USED TO FASTEN CUPS M MECHANICAL VNITS SHALL BE *10 (14 MIN THREADS PER INCH) GRADE 3 STEEL OR EQUIVALENT ONLY. BOLTS USED TO FASTEN ALUMINUM ANGLES TO SUPPORTING FRAME (BY OTHERS) SMALL IN BE ASTM P593 410 STAINLESS STEEL OR EQUIVALENT AND SHALL UTILIZE SAE GRACE WASHERS B NUTS. PROVIDE (5) PITCHES MINIMUM PAST THE THREAD PLANE FOR SHEET METAL SCREWS. ALL FASTENERS SHALL HAVE APPROPRIATE CDRROSION PROTECTION TO PREVENT ELECTROLYSIS. ALL FASTENER CONNECTIONS TO ALUMINUM SHALL PROVIDE 2KDIAMETER EDGE DSTMCE. 6. ALUMINUM ANGLES SPECIFIED HEREIN SMALL BE 6061-T6 ALUMINUM ONLY. 7. CONNECTIONS TO THE SUPPORTING FRAME (BY OTHERS) CONSIDER A FRAME MEMBER THAT IS 6061-T6 MIN ALUMINUM WITH A MINIMUM 0.094• THICK FLANGE AT ATTACHMENT POINT. PERFORMANCE OF THE RAIL AS A STRUCTURAL MEMBER TO SUPPORT THE UNIT ASSEMBLY SHALL BE PER SEPARATE CERTIFICATION. B. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO MIEVBNT ELECTROLYSIS. 9. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED B INSTALLED BY OTHERS. 10. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SMALL BE VERIFIED BY THE ONSUE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 11. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 12. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR CONTRACTOR SMALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOfING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAI(AGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. U a mmZa WPI .L LL Iyflf " w m 4 U M W(fl U�LL�6N� wLIJ 0 ZQ 'L ug8s qQ gaw=�.o Zk � HH' WW g W qR 3�VWz In 11 aW Z o r, ti 2 O zk �'pG QLL pp Q D Z U W a lD POj D Z 0 3 � (n =g^ Q V a ¢ c G. N V s 9 m g a m W o 0 W = o !Y 115-2564RE RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICATIONS EXPLODED VIEW i UNIT .SOD UNIT �� j IDTH 33.75' LENGTH 33.75' 'pO C .7W 1 SO i i 1 UNIT HEIGHT�HOLE 39'IAA% '!11 �/_SEEDETALI_�� 1 MOUNT EXPLODED VIEW / N.T.S. POST BY FRONTISOMETRIC THESE ISOMETRICS ARE INTENDEDFOR DIACRAMWTICAL PURPOSES ONLY; ALTERNATE RHEEM UNR9 LISTED HEREW MAY VARY IN APPEARANCE a'0 WDH NUT CL E SEE DUAL �J z MOUNT ISOMETRIC VIEW FRONT ISO / BACK ISO I SUPPORT FRAME (BY— I CENTERTOCENTER� OTHERS). WP. 3 SUPPORT ANGLE 1 N.T.S. ELEVATION a TIE -DOWN CLIP ATTACHMENTS 1 N.T.S. ELEVATIONS 2'xlY118' x 30'(MIM- 40'(MAX) LONG (UH) ALUMINUM ANGLE CENTERED ABOUT SUPPORT FRAME. TYP. TIE -DOWN CLIP OFFSETS: T ---------- ------ --- DIM. 1 4.50' MIN MAX OFFSET FROM DATUM FACE DIM. 2 281' OFFSET FROM DATUM FACE n: da cupl), e DPO UPPORT DIM. 3 29.00" MIN OFFSET FROM DATUM FACE a ~ FRAME (BV DIM. 4 13.00" MAX OFFSET FROM DATUM FACE > J ILL U) i N T— up@ f OTHERS), TYP. � O o a Cu A E -♦------------ ' DIM. 1 p - -------- 3/B'0 THRU BOLT WITH } WASHERS B NUT CLIP OFFSET DIMENSION SMALL CDNIItOL FASTENING ANGLE TO •E BE TAKEN FROM THIS SIDE ONLY DATUM BO% FACE SUPPORTING FRAME. •' s TIE -DOWN CLIP LAYOUT NOTE: UNIT SHALL BE CENTERED ABOUT THE 20" RAIL TO RAIL 1 N.T.S. PLAN SUPPORTING FRAME (BYOTHERS) UO 00 L/ 0 00313'0 0 14.OP HOLE 0 O REFERENCE HOLE OR SLOT 0 n0 gn 3UII � -i 1.OP 4__ TIE -DOWN CLIP MIAIAI TECH CLIP: I2GA III Or) ASTM A453 Fw90 KSI STEEL(CUTD14). M I TECH W# RRCUMW APPLICABLE MODELS RA1348, RA1436, RA1442B, RA1624, RA1636B, RA1642B, • • RP1336. RP1348, RP1436, • • • • • • • • • • • RP1442, RP1448, RP1530, • • • • • • • • • • • • • • • e • RD1430 RP1536, RD1436, • • • • • • • • • • • RP1542, RD1442, RA/UA1724, • • • • • • • • RAJUA2036, RAIUA2024 • • • • • • • t • • • • RP/UP1724, RP/UP1736, RAIUA1736 RPIUP2024 PRODUCT REVISED as complying with the Florida ,s • • • • • • • Building Code • • • Non -No. 18-0321.11 • • • • • • Expiration Dpiratlon2002/25/2021 • •• •• ••By • • • Miami-Dade`Product Control ••• • • • • ••• • • • • • • • • • • • • m W War -­ _W. - scram lA1fO�IFTNEV! )S NO NIIE DN 9HBR 1 U �v a o a:• Wnlnus Wul t]=LL^�H� zQ >U 0Q. 9— Zk , WNot ONO Ww'� LL D U7lu w O LU w �O G Z C y0 'aH W J W r- QL7n J2 CD a0, I4. ,.� s O w ED= a U r Z Q W f W G UL m LU o Ld d ~ 4aM�S S 15-2564RE 6 • ... • . ...... . .... . . . . . . . . . . . ... ... . . . . ... . . RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOV4 f-LIP5:•RpQF jOLINTib APPLICATIONS 5 EXPLODED VIEW UNIT LN� �.6pp • • • • • • J • • • • • • • SATDT,, 3iT41\ LENGTHM.T5" •• ••• •• • • • •• • •• • • • • ••• • •• ••• • • • • • •• ENCE i MC 1 N.T.S ANGLE, TYP. OTHERS)NOT BROWN ` ALUMINUM ANGLE CENTERED ABOUT MIAMI TECH CLIP.12G4 FOR CURRY TYP. SUPPORT FRAME, TYP. N. T E (C MM14) IAMI g (4)TIE-DOWN CLIP ATTACHMENTS TECHKITPMOUTD35K 1 N.T.S. ELEVATIDNS 3LU311 1 rM 10"(M ) LONGA80UT ANGLE CE D ALUMINUM ANGLE CEMFERED ABOUT suPPDR fRAME,TYP. TIE DOWN CLIP OFFSETS: E ________- DIM. 1 4.50- MAX OFFSET FROM DATUM FACE E T "CL.@ DIM. 2 30.00" MIN OFFSET FROM DATUM FACE 9 a CLI B OEM. 3 31.00' MIN OFFSET FROM DATUM FACE 0.75" 6 p 2 SUPPORT DIM.4 13.00" MAX OFFSET FROM DATUM FAQ s - FRAME (BY 0.125" u6pi� N m p OTHERS), TYP. APPLICABLE MODELS: 0.216, AT REINFORCEMENT ^ p p RA1360, RA7442A, MIN. _ PLATE UNDERSIDE OF PLATE THE L CLI A � RA7448,RA1460, RA1630, A OR AN THE FLANGE FOR AN ---------- " DIM. 1 p - ----- 3/8"0 THRU BOLT WITH RA1636A, RPIUP2036, OVERALL FLANGETHICKNESS i - WASHERS B NUT RA1642A, RA1648, RA1660, SUPPORTING FRAME OF 0.216-MIN, TYP. CLIP OFFSET DIMENSION SHALL 510FONLY C31N1jlpL FASTENING ANGLE TO FRAME. RP1360, RP1460, RP1548, (BY OTHERS), TYP. BE TAKEN FROM THIS e DATUM FAQ BDX SUPPORTING RD1448, RP1580, RD1460, REINFORCING PLATE 5 TIE -DOWN CLIP LAYOUT RA UA1748, RA UA1760, RA/UA2048, RA/UA2060, 1 6" a 1'-0" SECTION ' 1 N.T.S. NOTE: UNIT SHALL BE CENTERED PLAN RPNP1748, RPNP1760, ABOUTTHE 20" RAIL TO RAIL RP/UP2048, RPIUP2060, SUPPORTING FRAME (BY OTHERS) ROD, P.E . xorl e, axe I To s //, Of ALLY ScxllD mrtek'o}naf Doawurt All! N•T TnNmDam aaxl PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0321.11 Expiration D 02/25/2021 By Mlami-Dada Product Control 15-2564RE U7