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MC-19-1922Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: MC-08-19-1922 Q 1 Permit Type: Mechanical - Residential Work Classification, A/C Replacement Permit Status: ApproVed Issue Date: 09/12/2019 1 Expiration: 03/10/2020 Location Address Parcel Number 113 NE 101ST ST, Miami Shores, FL 33138 1132060131910 Contacts DANIEL YEH Owner ICE-C-COOL MECHANICAL Contractor RAQUELIS CUEVAS 75 SE 10 ST, DEERFIELD BEACH, FL 33441 Business: 9544262112 Description: CHANGE OUT AC UNIT 3.5 AND 2 TON Valuation: $ 7,500.00 Inspection Requests:3E}5 782-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $4.80 DBPR Fee $3.94 DCA Fee $2.63 Education Surcharge $1.60 Permit Fee $212.50 Scanning Fee $3.00 Technology Fee $6.56 Total: $285.03 Building Department Copy Payments Date Paid Amt Paid Total Fees $285.03 Credit Card 09/12/2019 $285.03 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 contractorjo do the work stated. Authorized Signature: Owner / Applicant / Cpnt actor / Agent Date September 12, 2019 Page 2 of 2 c" Miami Shores Village REGEIVEt Mess¢ Building Department► 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 79S-2204 Fax: (305) 7S6-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2011 BUILDING Master Permit No.M&M R—kciT2 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING REVISION ❑ EXTENSION DRENEWAL ❑PLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores q /County: Miami Dade Zip: Folio/Parcel#: l �3 2 1 0 0 —V l 3- I I d Is the Building Historically Designated: Yes f NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 'C`Vcl r,, Phone#: Address: �j F t(1 ( K' City: `�d^'�; Ci State: (- Zip: Cr Tenant/Lessee Name: Phone#: (LSD Email: CONTRACTOR: Company Name: CQ-T � /���,, 1 a I Ic. Phone# Address: p M 1.1 City: State: `T 1 �� ( n Qualifier Name: PkQrI ( i S F--• Cue V G S Phone# State Certification or Registration #: Certificate of Competency #: _ DESIGNER: Arch Value of Work for this Per it: $ Type of Work: ❑ Addition Description of Work: C�'O'&"' CqV) qs4 RSA 4 hone#: City: Square/Linear Footage of Work: n ❑ New I „d-rcepair/Replace Specify color of color thru tile: Submittal Fee $ Permit Fee $ _ Scanning Fee $ Radon Fee $ _ Technology Fee $ Training/Education Fee $ Structural Reviews $ St,. ad- L l' <ln M " t C: 1 CCF $_ DBPR $ ate: Zip: ❑ Demolition J t6F .l 1, i7 .n !• i I CO/CC ]i.':+•w-•w.+w,/YYM/+Y4oti M•'A'..Y!.IIMV !' ... .. ... .. Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 28 S 63 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant; As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a-7e' ct' n fee will be charged. �- Signature t. - Signature ,P-q 2a OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this U— day of A (- '- 20 J! . by t--'kt); G.f,. �a n it t `���Who is personally known to me or who has produced identification and who did take an oath. NOTARY i 2r� ,viler. Seal: j,e0" r'^r ; OPlATHAPJ AMAyq t►M 4, f, i ,� Commission • GG 15160 i`iy Commission Fxoires APPROVED BY (Revised02/24/2014) The foregoing instrumentrrw``as cknowledged beforemethis ppMy, day of U `' ( 20 � 1 by V 1 1 `who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: MEL155A L MtNUCIL . :':��° Commission 8 FF 918004 •= My Commission Expires Seal Se p lember 14, 2019 as ################################################################# Iqlans Examiner Zoning Structural Review Clerk Page I of 2 CW 20190447826 BOOK 31530 PAGE 1064 DATE:0711&2019 0114,27 PM OF-ED DOC 41,810,00 K4RVEY RUVIN, CLERK OF OOURT, MWDADE CTY Pregared b Carlos A Gil, Esq. Carlos A. Gil. P.A. 3910 W., Fla Street Suite 100 Miami, FL 33134 305-443-2325 P.Cum I% NadiaGavan-ete Settlement Department 80 SW e Street, Suite 2000 Miami, FL 33130 (Spact Abwa ThA trot Rw Recwdiog 135- OM= W.' arranty Deed This Warranty Deed made this 29 day of June, 2019 between Gil J. Green, a single man and Deanna Marie Elizabeth Hinckson f/k/a Deanna Grten, a single woman, whose post offi= address is 10101 East Say Harbor Drive, Unit 604, Day Harbor Islands, FL 33154, grantor, and Brooke A. Hensley and Daniel Dante Yth, wire and husband, whose post office address is 113 NE 101 Street, Mimi, FL 33138. grantee: (wheivva =d bmw me tcmrs vwwe m-A *sranwe inckldc all ft parties to " immawl Wd ft kn ko reptemmim, and assigm of itduak and Ox iwmwn mitt assiM of cegamfiow, trusts and tragoo) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND N01100 DOLLARS ($10-00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has Wanted, bargair*M, and sold to the said grantee, and grantee's heirs and assigns forever. Grantors entire fee simple interest in the following described land. situate, lying and being in Miami-Dadt County, Florida to -wit, Lots 15, 16, and 17, BWk 14, of AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the Plat thereof as recorded in plat Book I% Page 70, of the Public Records of Miami. Dade County, Florida. Parcel Identification Number. 11.320"13-1910 Together with all the tenements, hercditaments and appurtertances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple, that the gramor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants ft title to said twiti and will defend the same against the lawful claims of all persons whomsoever, and that said land is free of all emumbmncc& except taxes accruing subsequent to December 31, 2018. In Witness Whereof, grantor has hereunto so grantor's hand and seal the day and year first above written https:Honlineservices.miami-dadeclerk.comlofficialrecordslCFNDetailsHTML5.aspx?QS=... 8/20/2019 Page 2 of 2 9 State of Florida County of Miami -Dade The foregoing instrument was acknowledged before me this known or [XI has produced a driver's license as identification. [Notary aeall JFNd�� aw h.0 ',R c#t gnu State of Florida County of Miami -Dade CFN' 201 47826 BOOK 315V PAGE 1055 g+G11 il . t'r n ii—nna—marie El" l incksnn fWa Deanna Green 28 day of 19 Gil I Orcen whit [] is personally '+teary Pu •�' ._. �...... Printed Name - My Commission Expires The foregoing instrument was acknowledged before me this 28 day of June, Deanna Green, who Lj is Personally known or [XI has produced as driver's I (Notary Seal[ task` by Printed Fume, My Commission Expires: Marie tlikabeth Ninrkson M4 https:Honlineservices.miami-dadeclerk.com/officialrecordslCFNDetailsHTML5. aspx?QS=... 8/20/2019 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address (where the work is being done): (� 1'_ 5� : • • .'. • • • • • ...... City: Miami Shores Village County: Miami Dade Zip Code:•••.. F • '. ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB • ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVAIfQM; • ••••• ..:..' A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS • • "• • ••••.• AHRI DATA SHEET REQUIRED • Change disconnecting means: YES ❑ NO ❑ ARHI Sheet Attached: YES [ NNO ❑ ConttacteAttached:YES El:.... . • UNIT BEING REPLACED DATA NEW UNIT Oro Mn MANUFACTURER "- •-- V to AHU or PKG. UNIT MODEL # L 3 6 COND. UNIT MODEL # KW HEAT IS t.J NOM TONS 2. AHU q5 CU 3'b PKG 1) M.C.A AHU G CU 3 PKG AHU WCU qdFPKG 2) M.O.P AHU 0 CU q SEKG AHU 125`CU ;PIP PKG 3) VOLTS AHU t.CU 2;'PKG PKG UNIT / / PKG UNIT EER/SEER YES NO REPLACING DUCTS YES YES NO REPLACING THERMOSTAT ES NO YES NO NEW 4"CONCRETE SLAB YES YES NO NEW ROOF STAND YES YES NO NEW RETURN PLENUM BOX YES O 1. Minimum Circuit Ampacity (Wire Size):�,6 ln)y 2. Maximum Overcurrent Protection (Fuse/Breaker Size): CPU 3. Voltage of Circuit (208/240/480):V 4. Size Disconnecting Means: L-1— Contractor's Company Name: i iee C State Certificate egistratio No. Signatur (Qualifier's signature) in'( C.i� Phone: q(A — `l�­Certificate of Competency No. Date: ��LrJI ZC>1 0-1 (Revised02/24/2014) Miami Shores Village Building Department Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. .... Job Address (where the work is being done): (l 1 ( ) • • .. • City: Miami Shores Village County: Miami Dade Zip Code: • ""•• ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONtaTE 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 0" ARHI Sheet Attached: YES NO ❑ Contract Attached �E6 ❑� UNIT BEING REPLACED DATA NEW UNIT C 6i MANUFACTURER Ze G O O C AHU or PKG. UNIT MODEL # S COND. UNIT MODEL # , KW HEAT NOM TONS 2 AHU CU PKG LG 1) M.C.A AHU CU PKG 2cl AHU CU PKG 2) M.O.P AHU CU PKG 3T AHU CU_— PKG 'L 3 a 3LVOLTS AHU CU PKG SSG PKG UNIT / / PKG UNIT - - -- EER/SEER - - --- -- YES NO REPLACING DUCTS YES YES NO REPLACING THERMOSTAT E NO - YES NO NEW 4"CONCRETE SLAB YES 00:1- YES NO NEW ROOF STAND YES YES NO NEW RETURN PLENUM BOX YES N 1. Minimum Circuit Ampacity (Wire Size): _i-,�� Lr 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3. Voltage of Circuit (208/240/480): Z4u 4. Size Disconnecting Means: Contractor's Company Name: Phone: _g5Ar State Certificate egistrati No. �Certificate of Competency No. Signatur Date: � jLb] ?'u (Qualifier's signature) (Revised02/24/2014) ■ it � CERTIFIED m �t u Certificate of Pro uct ating F. AHRI Certified Reference Number: 201276478 Date : 08-20-2019 Model Status: Active & j ' Old AHRI Reference Number: 7940565 AHRI Type: RCU-A-CB Outdoor Unit Brand Name : RHEEM Outdoor Unit Model Number (Condenser or Single Package) : RA1618AJl • • ' • • • Indoor Unit Model Number (Evaporator and/or Air Handler) : RH1T2417STAN • • •.' • Region: All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, MD, W!ITI►MN, MO, MS4 MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VA, VT,dbA,'VVy, WI, Vr,�U.S.• Territories) • ' •' Region Note: Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed i%QjVggiQns until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed i4egion(' for •� which they meet the regional efficiency requirement. • • 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 Unitary Air -Conditioning & Air- Source. Heat Pump Equipment and subject to rating accuracy by AH Rl4ponso red, independent,zthird party testing: I Cooling Capacity (A2) -.Single or High Stage (95F), btuh : 18000 4 SEER - 16.00 T EER (A2) - Single or High Stage (95F) : 13.00 ••• • • • • • 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 prod uced."Prod uction Stopped" Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratings that are accompanied by WAS indicate an involuntary re -rate. _ The new published rating is shown along with the previous (i.e. WAS) ratina. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahridlrectory.org. TERMS AND CONDITIONS No 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; Arwwa 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.ahr€directory.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. f32107853858442265 ©2019Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: • Certificate of Product Ratings AHRI Certified Reference Number: 201290216 Date : 08-20-2019 Model Status : Active Old AHRI Reference Number: 7942888 AHRI Type: RCU-A-CB Outdoor Unit Brand Name: RHEEM •••• Outdoor Unit Model Number (Condenser or Single Package) : RA1642AJl • • � 0 * 0 0' • • • 00 Indoor Unit Model Number (Evaporator and/or Air Handler) : RH1 T4821 STAN • 0 • • 0 0 •0 • • • • Region : All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, MD, ft!IMP FAN, MO, M9P, MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VA, VTAA,*ft, WI, VQIr, jJ.B.• Territories) • • • 0 ' • •••••• •••• • • • • 0000 Region Note : Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed irba14r@4Qns 0 until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed integion(9) for • which they meet the regional efficiency requirement. 0 • • • •• 0 •• The manufacturer of this RHEEM product is responsible for the rating of this system combination. '' •' i Rated as follows in accordance with the latest edition of ANSI/AHRI 2101240 with Addenda 1 and 2, Performance, Rating of Unitary Air -Conditioning,& Air-Source'Heat Rump Equipment and subject t6 rating accuracy by AHRI-sponsored, independent, third party testing: I t Cooling Capacity (A2)'- Single or High Stage (95F), btuh : 41500 SEER : 16.00 EER (A2) - Single or High Stage (95F) : 13.00 ' ~ ••• • ••• • ••• •••� • • 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. Ratinas that are accompanied by WAS indicate an involuntary re -rate. The new published rating is shown along with the previous (i.e. WAS) rating. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectery.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 k,e m, ke iifr 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. 'CERTIFICATE ©2019Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: MIAMI-DADE 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.2 Weconomy 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 Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas were allowed by the Authority Having Jurisdiction (AHJ). 00*0 This NOA shall not be valid after the expiration date stated below. The Miami-Dade.GouaUj Prod'I44Q'antrol • • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade @een*A reserve the right , • • to have this product or material tested for quality assurance purposes. If this protlher % material fails to ; •; perform in the accepted manner, the manufacturer will incur the expense of such teg1 ig and tltt, prmf may***** immediately revoke, modify, or suspend the use of such product or material within feu' ;urisdiptibh! . RER • • : • . reserves the right to revoke this acceptance, if it is determined by Miami -Dade C!oVty Prodt?&*Control • • • •: • Section that this product or material fails to meet the requirements of the applicable ljuilchng code. • This product is approved as described herein, and has been designed to comply with the Florida $Itil4*1g Code, including the High Velocity Hurricane Zone. 0 00 ...... DESCRIPTION: Mechanical Unit Steel and Aluminum Tie -Down Clips for Grade and Roaft;p• 0 • 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 11/20/2015, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, 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. NUSSILE 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 # 15-0903.08 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 16-0712.07 MIAMI•DADE COUNTY Expiration Date: February 25, 2021 ® Approval Date: July 28, 2016 Page 1 Rheem Sales Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 Mounted Applications", sheets 1 through 7 of 7, dated 05/14/2015, revised on * 0 • * • • 1 i/20/2015, prepared by Engineering Express, signed and sealed by Frank L. 9:0 9 0 0 0 .. �. •gennardo, P.E. • • ...... r ...... ..... ' .t ••: .... TESrT.S."Submitted under NOA # 15-0903.08" • 1. • • o'Fest report on Uniform Static Air Pressure Test per FBC, TAS 202-94 along with 09: • * �.... • • • • • : • . rfiAxked-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 •' •' •' .:... 0 0 05J18/2015, 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 5"' 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. 4 X07/ 1G Carlos M. Utrera, P.E. Product Control Examiner NOA No. 16-0712.07 Expiration Date: February 25, 2021 Approval Date: July 28, 2016 E -1 RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS 4 0.313" 0.750" V1 N�, 79,>S Fry uNYI 5" 1pp� ?9,>S'�7Y .i 1.250'---'-� �/UN4 O 18-GA ASTM _ A653 PAINTED STEEL 0 O CABINETRY O 0 z SIM. TO (0 BUT ¢ • SIM. TO fB) BU( 0 2 ON OPP. FACE Z S^ ON UI'P. FACE. o A C 0.187' a� 0.306" O T TYP. CONCRETE CONCRETE D SUPPORTING SUPPORTING O STRUCTURE BY STRUCTURE BY B D OTHERS TYP OTHERS, TYP. CONTROLBOX 1 MECHANICAL UNIT 2 MECHANICAL UNIT r—T1.0ow 1 N.T.S. _ - FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC TIE -DOWN CLIP THESE ISOMETRICS ARE INTENDED FOR MIAMI TECH CLIP: 14GA (0.07") DIAGRAMMATICAL PURPOSES ONLY, ALTERNATE RHEEM HEREIN MAY VARY IN APPEARANCE ILiP y�� pSTp( p653 Fu�90 KSI STEEL UNITS LISTED PIafON BO CCUTDS) OR 0.030. 5052-H32 Ur• S �� ALUMINUM CCUTDAB), MIAMI NTERNAL POST SMS PERD7ACENT TO (2)-A10VICONTROL CLIP. TYP• BOX !40 M TECH KIT A RRCUTDSMK OR RRCUCDASMK O"WY 6:i`OUVE0. TYP. UNIT PAN BASEI In0l PAN UNIT BASE ANCHOR PER SCHEDULE a' 30DO PSI MIN CONCRETE BY -B- (� j & OTHERS, TYP. ( ) (C) l L D & C ARE SIM AND OCCUR ON OPP.FACES 3 TIE -DOWN CLIPS 1 N.T.S. ELEVATION Af%Ir'Wr)P Cr'.";=ni n F• SUBSTRATE DESCRIPTION CONCRETE: (1)-3/4"0 ITW BUILDEX TAPCON ATT CARBON (4THIO(MtN, STEEL, 1% FULL EMBED TO CONCRETE, 3" MIN. 3000 PSI MIN.) EDGE DISTANCE, 3" MIN. SPACING TO ANY AD7ACENT ANCHOR. 1 o • ,L a xue u T DATUM FACE 4 TIE -DOWN CLIP LAYOU •'•• • [N N 1 N.T.S. • • • • CLIP OFFSETS: APPLICABLE MODELS, OFFSET FROM DATUM FACE RA731B, RAI324, RA1330, RA1338, RA1342, RA1418A OFFSET FROM DATUM FACE RA1414feId0, I•N•BM, RP1418124RP1518418,RP�524, OFFSET FROM DATUM FACE Of APPROVED DESIGN 60 PSF LATER, CRITERIA: WIND LOAD DESIGN NOTES: SRE-SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 16OF78E FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLYAS SHOWN. DESIGN PRESSURE REQUIREMENTS SHALL BC DETERMINED BY 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 FIFTH EDITION (2014). THIS SYSTEM MAY BE USED WAIRN AND OlfIS70E THE HIGH VELOCITY HURRICANE I, !. THIS DESIGN [S NOT INTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT CABINETRY. 2, NO 33-V3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. DESIGN & CERTIFICATION OF THE UNIT CABINETRY 15 APPROVED THROUGH TEST REPORTA0323.01.15 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. 5. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND, SAE GRADL 5, INSTALLED TO 3000 PSI MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL SHEET METAL SCREWS USED TO FASTEN CLIPS TO MECHANICAL UNITS SHALL BE A10 (14 MIN THREADS PER INCH) GRADE 5 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, 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.EKCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 10. 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. 11. WATER -TIGHTNESS OF EXISTING HOSTSUBSTRATE SHALL BETHE FULL •RESP=SIBIL&TY 1v THE jjNN��TTALLING CONTRACTOR, CONTRACTOR SHALL •ENBNRE6HAT&A E 'Kill ALTERED WATERPROOFING MEMBRANE 15 • •RESFORQI WE A8 CATION AND INSTALLATION OF STRl1CNRE • PRNIDOSSD H T �EENGINEER SHALL NOT BE RESPONSIBLE FOR ANY • WA•ER41DOSTN R LEAKgGE ISSUES WHICH MAY OCCUR AS • • WA7gf-TIGF�M SI W 1�� THE FULL RESPONSIBILITY OF THE INSTALLING CON Ci(1R ••• • • • • ••• • Q. x 0 U) J M . .. .. . . . .. .. . • • .... ....... RHEEM SALES COMPANY,•II1C: ; '•, WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TI90-DUM CLIPS: AYaGRADt MOUNTED APPLI n CONCRETE CONCRETE SUPPORTING SUPPORTING STRUCTURE BY STRUCTURE BY D OTHERS, TYP. B OTHERS, TYP. CONTROL BOX MECHANICAL UNIT_ z MECHANICAL UNIT 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACKISOMETRIC THESE 'ISOMETRICS ARE INTENDED FOR (2)-010 SMS PER CLIP FOR UNITS Up DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM TO 35- TALL. (3)-i10 SMS PER CLIP UNITS LISTED HEREIN MAY VARY IN APPEARANCE FOR UNITS UP TO 39" TALL (ONLY (2) SMS SHOWN BELOW) INTERNAL POST ADJACENT TO CONTROL BOX 8" UNBT BASE ANCHORPER DO PAN SCHEDULE 3000 PSI MIN, CONCRETE BY OTHERS, TYP. UNIT BASE PAN ® t1 ® ARE SIM AND OCCUR ON OPP. FACES M TIE -DOWN CLIPS 1 N.T.S. ELEVATION ANCHOR SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (1)-1/4"0 ITW BUILDEX TAPCON ATT CARBON (4' THICK MIN, STEEL, IY4- FULL EMBED TO CONCRETE, 3" MIN. 30,00 PSI MIN.) EDGE DISTANCE, 3" MIN.5PACINGTOANY ADJACENT ANCHOR. UNIT BASE PAN �—�l.000• ••0.• •• • • • ••• 0.313" •• •• • • • • ••• • 1250 • • • • • • • • • . . .. �O . ... . . • 0� g 0.187' iu 0 TYP T'P. ro o 0 t—T1.000" TIE -DOWN CLIP MIAMI TECH CLIP: 14GA (0.07') ASTM A653 FU-90 KSI STEEL ALUMINUM (CUTDA8), MIAMI TECH KIT i RRCUTDSMK OR RRCVTUASMK CLIP OFFSET DIMENSION SHALL ACDATUM _.-.-.-.-.- ME TAKENFROFi THIS SffiE 6NLS' FACE CLIP LAYOUT �TIE-DOWN 1 N.T.S. PLAN APPLICABLE MODELS: OFFSETS: RA1348, RA143e,PA14428, TIE -DOWN CLIP RA7824, FUU836B, FL116428, RP1336, RP1348, RP1436, RP1442, RP1448, RP1S30, RD1430, 1P153% RD1436, RP1542, RD1442, RANA1724, RAA3A2036, RANA2024 RPNP1724, RPNP1738, RA/UA1736, RPAJP2024 O1M. 1 4.50" MAX OFFSET FROM DATUM FACE DJM. 2 DtM. 3 28.00" MIN OFFSET FROM DATUM FACE 29.00" MIN OFFSET FROM DATUM FACE DIM. 4 13.00" MAX OFFSET FROM DATUM FACE PRODUCT REVISED as comp)ying with the Florida Building Cod• NOA-No. 15-0712.07 !xptration te02125/2021 By Miami- a roduct Contro 507 No, 4 STATE ,�Fs•., �Rlf °'o,;,lONAL YNCNfiRHIXL aWiMDOPE '.1 15-2543GA � � /•JC•LLk � ✓gym ' RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICA �95 .15 MqA ✓ g5 MAk 18-GA ASTM A653 PAINTED fi STEEL � c7 ® CABINETRY 22 51M. 70 (C,)BU1" x� SIM. 'TO (A)BLIT n 9 ON OPP. PACE z ^I ON OPP. FACE i A C CONCRETE CONCRETE SUPPORTING SUPPORTING STRUCTURE BY STRUCTURE BY D OTHERS,TYP. B OTHERS, TYR CONTROL 80X MECHANICAL UNIT ['_21 MECHANICAL UNIT 1j N.T.S. FRONTISOMETRIC 1 N.T.S. BACK ISOMETRIC ANCHOR PER SCHEDULE 3000 PSI MIN: CONCRETE BY OTHERS, TYP. THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY, ALTERNATE RHEEM UNITS LISTED HEREIN MAY VARY IN APPEARANCE (2)-A10 ETERNAL POST SM17�R ADJACENT TO uCONTROLBOX NI Elf BASE O ® Q © ARE SIM AND OCCUR ON OPP. FACES 3 TIE -DOWN CLIPS 1 N.T.S. ELEVATION ANCHOR SCHEDULE: O LJ SUBSTRATE DESCRIPTION CONCRETE: (1)4/4"0 ITIN BUILDEK TAPCDN ATT CARBON (4" THICK MIN, STEEL, IV, FLU EMBED TO CONCRETE, 3' MIN. 3000 PSI MIN.) EDGE DISTANCE, 3" MiN. SPACING TO ANY ADJACENTANCHOR. F --1 1.000' 0.313"0,750" 1.250 I�l QO 00 00 8 0.187' 0.306" r o TYP 0 O t—t 1.aaD" TIE -DOWN CLIP MIAMI TECH CUP: 14GA (0.07") ASTM A653 Fu=9D KSI STEEL (CUTD8) OR 0.080- 5052-M32 ALUMINUM (CUTDA8), MIAMI TECH KIT C RRCUTDSMK OR RRCUTDASMK CLTI OFFSET DIMENSION SHALL "la BE TAKEN FROMTI115 SIDE ONI l� -' • DATUM FACE a TIE -DOWN CLIP LAYOUT, • • •♦• • . . • • • • PL,Wa • • • •• • • • • PRODUCT REVISED TIE -DOWN CLIP OFFSETS: APPLICABLE MODELS: ee °.mP isgy with th• Florida DIM. RAt360, _v4"-. L RA7448,t�4�0� RA7630, 1gT61, • • • • • • NOA-No. 16-0712.07 • • • f.Plreti'n QfZ512021 RP/UP20] • • • • • • • • • • .ilam eypre le>♦Gontro 1 4.50` MAX OFFSET FROM DATUM FACE DIM, 2 30,00' IN OFFSET FROM DATUM FACE DIM. 3 31.00" MIN OFFSET FROM DA77JM FACE DIM. 4 13.00' MAX OFFSET FROM DATUM FACE ••• • • • • ••• • • No, 46, '° •' STATE, oRi� ZA AI{eo.rds e4Ot1. oBa 2a/6 By 15-2543GA 3 • ... ..• . .. .. . . . .. • ••• • • • • ••• • RHEEM SALES COMPANVIND ;Q ;0 • :•: : WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM-iIf•DOVI N CLIPS: f ;RADT MOUNTED APPLI 4 1�1.000" �� 'T�1 �, � � 15 StMpy. ,3S>S � 95j5ltApX 3,S 0.313" ' FO .750• • : • • : • • • : : 000 1.ssD • 18-GA ASTM 00 A553 PAINTED STEEL CABINETRY O 0 U wf 00 IOPP. FACE- �UU1 ON ] _ � OPP. FACE I o (Eo g IT ; ! CONCRETE 11 CONCRETE _ SUPPORTING g SUPPORTING STRUCTURE BY 0.306" 0 STRUCTURE BY 0 OTHERS, TYP, D CONTROL BOX Typ, E OTHERS,TYP. MECHANICAL UNIT__ 2 MECHANICAL UNIT 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACKISOMETRIC TIE -DOWN CLIP 3 THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM MIAMI TECH CLIP: 14GA (0.07") ASTM A653 UNITS LISTED HEREIN MAY VARY IN APPEARANCE Fu=90 KSI STEEL (CUTD30) OR 0.080" (4)-t10 INTERNAL POST 5052-H32 ALI IMINUM (CUTDAIO), MIAMI SMS PERAD]ACENT TO TECH KIT M RRCUTDLK OR RRCUTDAUC E QIP, TYP. CONTROLBOX MA— TYP. UNIT BASE NIT BASE UNIT of ANCHOR PER PAN PANUNI PAN SCHEDULE c 3000 PSI MIN CONCRETE BY ^ �• OTH EAS, TYP. ( l A ((r n l ®d(g)ARE SIM 1.ur vrrau mncnxwT On,a� _.�", •s_ __, _,_, _.-._ FROM AND OCCUR ON BE TAKEN THIS SIDE ONLY DATUM FACE OPP. FACES TIE -DOWN CLIPS 4 TIE -DOWN CLIP LAYOUT_ 1 N.T.S. ELEVATION 1 N.T.S. PLAN ANCHOR SCHEDULE: TIE -DOWN CLIP OFFSETS: APPUCABLE MODELS: SUBSTRATE DESCRIPTION RAI642A, RA1648, RA1660, RP'1960, RP1460, RP1548, RD1448, RP1560, CONCRETE: (11-1/4.0 CARBON SIM SIMPSON STRONG BOLT2, IV,* MIN EMBED TO CONCRETE, 3' MIN. EDGE DISTANCE, 7' MIN. SPACING MANY ADJACENT ANCHOR. RD1460, F1A1UA1748,RAA7A1760, 1 (4' O PSI MIN, 3D00 PSI MIN.) (1}I/q'g CARBON STEEL POWERS WEDGE BOLT4, 2)• EMBED TO CO OR 3' RAR1A2048, RAA)A2060. RPIUP1748, RP/UP1760, RPA)P2048, RPA]P2080, i MIN. EDGE DISTANCE• 3' MIN. SPACING TO ANY ADJACENT ANCHOR OEM SNAIL A MINIMUM I.SWYCNOR EMffD, SVPPORTINOCONCRETE BUBSTPATE BE EITHER ANCHOR FROM THIS SCHEDULE MAY REUSED FOR INSTALLATION. 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" MA%OFFSET FROM DATUM FACE PRODUCT REVISED as compl& wfth th• Florlda Building Code NOA-No. 16-0712.07 Expiration s02/25/2021 By Mloml-Dad. Product Control �^'46 Tt y'•, STATE 0 Z F •' P `''rYS',0NAL ///rmnnnnl�� s cmLLwE WW �9�3 In , oW� U 1 1 z n❑ Iz- LU ;6m ¢ dos E ova LU c z h Y Lr 0 go AppoF.d almap►YEe. wlm d• S LE1 .T9 PACE DESCNPD 51' TA11 UNRS i40 d N. 6' r FOC ►IU RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICA EXPLODEDVIEW LINT DETAIL YI :TnR G1' LENGTH CENTERED i PERPENO A AR To 2 MOUNT ISOMETRIC VIEW EFFORTND.. 1 n.i5. MONT 1S0/LWO(ISO i ATUCNANOLESTOFRAME IN (1}iL•B IN RVBOLTS IN 4R I I WT111 IwSNER S NUT ATTHE DJ )�) INTERFACE BETWEEN AMXE I AM) F,3ANE (TOTAL OF (4) ATTAO" ANGL'W TO BOLT9 YRL BE USTJ>J FRAME WIi11 ((1We I 2k1'1d'ASOTI""1- THRLIBOLT§, TYP, 40TAtAX; LONO(lLH) ALUAIINUMANBIE CENTBRPDABOUT SUPPORT FRAM! / 6UPP0RT RUME, TYP. Y OTHERSLTYP. SUPPORTFRANE(BY 1 MOUNT EXPLODED VIEW oINFRSI.TYP, 1 KTS. FRONT ISOMETRIC Q THE9E UOMETRICSARE JrtENOED FOR 3 SUPPORT ANGLE DNORMIIMTCAL PURPMES OMY, ALTERNATERHE EM UWa USTEO"ERENMAYPOST By VMY NAPPEARANCE 1 N.T.S. ELEVATION CONING L 1 Ja me PER BOX _ IF. M. - D r _ c D y _. - .. A { Y9TTNNUBOLT - - CORNER WNITHWWA ERRN T OOER POET OLIPS To 0.9T ALUMNUM SBPPoATFMIAE (BY ANOLE,TYP. OTFER91 "CT SNONTR `n1'/A"X 3OWN)- 4C'(WX LONG ABOUT tN FOR CBABTIIY TYP. iPRT FRAMTY E. P. 4 TIE -DOWN CLIP ATTACHMENTS Q'I N.T.S. ELEVATIONS %6D , DOLE of HOLE 0 DO 0� �O fOT 00.91T O REFE.ORFNOE ctFARrc+cE HOLE OR SLOT B.1Ao' 0.MbT O9089• _ TIE -DOWN CLIP &5mITECHOLV:44GA (0o1')ASTM ABTI P­NO MI STEEL (cuTD1% MAMI TECH NTJ RRCUTDKK 'A9oUT3UPPOWFAAMETYP. - TIE -DOWN CLIP OFFSETS: AppilABLEMODELS, TD[M 1 f' MAX OF 1 FROM DATUM FACE RAI318, M1324. RA1330. RA i 338, RAI342. RA1418. 12 p3 B LIP© 2 24.50' MN OFFSET FROM DATUM FACE DIM. 3 25.25 MW OFFSET FROM DATlR7 FACE RA7424, RA1430, RAIS18, RP7418, RP7424, RP1430• S DIM . 4 M MAX OFFSET FROM DATUM FACE FRAME(BY R1RD141B, RP7324, • • • • • hE N m P® QTHERS), TYP. R01424 424 • • Ny u. E 5 T—i a • • • • • • DIM. I p I/PGTHW BOLT WITH • 000 PRODUCT REVISED CLIP OFFSET DIMENSION • SHALT.L)L, WASXER.S a1M A�,e�y,�,,,�•• FASTENING ANGLE TO as complying with th• Florida Plotida BETAKEN YadNm'fRf Mbf-6ALt_ DATUM FACE X SIPPoRIING FRAME Building Cod9 ttr. L NOA-no. 16-0712.07 }Jo 5 TIE -DOWN CLIP LAYOUT Expiration 02125/2021 • 1 N.T.S.NOTE LIMIT SHALL BE CENTERED PLAN BJ BY LPABOUTTHE2O'RARTO ARIL SPORTING FRAME (BY 0THHt6) • • • Miam B, • Product Control• • • • APPROVED DESIGN CRITERIA:*: STATE �I, F Z p APPROVED DESIGN 200 PSF FEriIo CRITERIA: WIND LC�' NA .^ �j1 i z� a 100 PSF UPLI "'1 F3 >5 1 6i <6 z 1 WIND LOAD Zk W Nod'"° 4�a (CONCURRENT) W N � W DESIGN NOTES: d SITE -SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCCRDANCE W11H Z ASCE7.30 ANO CHAPTER 160E THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQIIAL TO THE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY AS SHOWN. DESIGN PRESSURE REQUIREMENTS SHALL BE DETERMINED BY G Z ASSEMBLY PROFESSIONALON A 308-SPECIFIC BASIS IN ACCORIDANKM S A REGISTERED DESIGN CODE ¢ WITH THE GOVERNING � GENERAL NOTES: n 0 z°z p {�Q 1. Ti'S SYSTEM HAS BFFN DESIGNED AND SHALL BE FABRICATED IN ACODNOATNCE WITIFTHEREQUIREMENTS OFTHE FLORIDA BUILDING CODE FIFTH EDITION in (ZO14). THIS SYSTEM MAYBE IIWO WFT"IN AND OUTSTDETHE HIGH VELOCITY LU 'L J HURRICANE ZONC. THIS DESIGN IS NOT MTENDED TC CEiO1FY U PACr UNIT CABINETRY. Q$ RESISTANCE OF THE MECHANICAL 2. W 33-1/3%INCREASE IN ALLOWABLE STRESS HAS EEEN USED IN THE DESIGN (n N U OF THIS SYSTEM. 3. DESIGN aCERT[FIGTION CF THEUMT CABDNETRY IS APPROVED THROUGH N W 9 pT�� TEST REPORTJ°323.Ot-IS BY AMERTCAN TEST UB Of SOIfTH FLORIDA. W LU 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT C120 LB MINIMUM) OF MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN. ALL FF SR' In C MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER H p MAN UFACTURETR RETOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. S. ALLSHEETMETALSCREWS USEDTO FASTER CLIPS TO MECHANICAL UNITS GRADE 5 STEEL OR EQUIVALENT LL - spp - SHALL BE*10(14 MIN THREADS PER INCH) ONLY. BOLTS USED TO FASTEN ALUMINUM AVGL ES TO SUPPORTING FRAME (BY K OTHERS) SHALL BE ASTM F593 410 STAINLESS STEEL OR EQUNALFNT AND r� SHALL UTILIZE SAE GRADE WASHERS R MTTS- PROVIDE (5) PRLHCS MINIMUM PAST THE THREAD PLANE FOR SHEET METAL SCREWS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. ALL FASTENER CONNECTIONS TO ALUMINUM SHALLPROVIOE 2XDIAMETEREDGE Q DISTANCE. 6. ALUMINUM ANGLES SPECI LUFIED HEREON SMALL RE 6061-T6 ALUMINUM ONLY. 8 pR 7. CONNECTIONS TO THE SUPPORTING FRAME BY OTHERS) CONSICERA FRAME'A MEMBERTHAT IS 6061-T6 MIN ALUMINUM WITH A MINIMUM 0.094' THICK FLANGE AT ATTACHMENT POINT. PERFORMANCE OF THE RAIL ASA STRUCTURAL MEMBER TO SUPPORT THE UNIT ASSEMBLY SHALL BE PER SEPARATE y CERTIFICATION. B. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM i DISSD41 AR MATERIALS TO PREVENT ELECTROLYSIS. 9. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED R INSTALLED BYOTHERS (( =g8 sod TO. THE ADEQUACY Of ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED BRp B CjADS SMALL BE VERIFIED BYTHE ONSITE DESIGN PROFESSIONAL AND IS NOT SNCLUD ITN THE CWTIFICyjy.EXCEPr AS EXPRESSLY PROVIDED HEREIN, E I F ROA•DrrWNAIiER 1C/�O"S`-ORAFFIRMATIONS ARE INTENDED. PROVIDE P E I•. •1NE WSTP)1 D R H IN IG ('EiFfGC AND DOB NOT 1 •ET N E IC r"Tr RSRECONDITIONS DIFFERENT FROM •THE ON 0 ILIV IR.REIN,AlR39NSED_G__-OR REGISTERED Co%AGIN . FMIa LBDJLR00PJ 15-2564RE •�AR C ST PIRPARE.1 PCH2FICDOCUMENTSFORUSEIN YDN) ON A1TH •R15.0•TMENr. 2CARft FLT.S. PAGED SCREFRON 17- WATERTIGHTNESS OF EXISTING HOST SUBSTRATE SMALL BE THE FULL RESPONSIBILITY OF THE INSTALLI NG CONTRACTOR CONTRACMRINALL ENSURE THAT 0.14Y REMOVED OR ALTERED WATERPROOFING MEMBRANE IS IPTAI.LUNIT S XR.TB'FOOTPRNT RESTORED AFTER FABBRIyCATION AND INSTALLATION OF 5TRUCAME PROPOSED �7 • •OR�[ ISSIBLE FOR ANY WA7E SUES WIRCM NAY tl.CUR AS SHAU. NOT BE WATERTIGHTNESS SHA L BE 7`FTIE G FULLIT NSI6ILTIMOF4H'IWAWNGCONTFACTOP- • • Is ••• • • • • ••• • • RHEEM SALES COMPANY.; IPdC ; `•• ' WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -VOW" CLIPS: ROOF MOiJNT�D APPLICA EWLOOED MEW S NI�PoF TVlnn�i TLIMIT t�r\� LENGTH ltT6" PEnPEuOwIAARTD SUPPOATMOfAAMi ATTACH ANOLESTOfAAME wm1(1).V. THRtIBOLT! VJITM WASHER S NUT AT 'HE INTER FACE BETWEEN ANGLE AND FFAMG (TOTAL OF (4) BOLTS W UBEUSED) _'V-___LSUPPORTFRAMC (BY OTHERS), TYP i\ MOUNT EXPLODED VIEW 1 / N.Y.S. FRONT ISOMETRIC 114ESE ISOMETRICS ARE RITENOEO fOR DIAGMMMARCAL PURPOSES ONIY; ALTERNATE RHEEM UHRS LISTED HEREPI MAT'VARYIN APPEARANCE r,•B-H WDM W NUT FA CUPS AM m YwA UNR 39. 2'\ MOUNT ISOMETRIC VIEW MONT ISO / BACK ISO Se•tMw) �40'(NLW ATTACNANOLESTO FRAME Wn (1Hii"B I '111J(•X30TMIN)• THRUBOLTS, M. 4nMAX) LM.%U1) ALUMNUMANOIE CENTERED ABOUT SUPPORTFRAMF,nP. SOP17FINAME(BY J OTNEA9), nP, CENTEATOCEMER •jL %3'\ SUPPORT ANGLE 1. N.T.G. ELEVATON a TIE -DOWN CLIP ATTACHMENTS 1 N.T9. ELEVATIONS )ABOUT "PORT FRAMETM. - TIE -DOWN CLIP OFFSETS: T --- ^-- DIM 1 4.30" MAX OFFSET FROM DATUM FACE DIM. 2 28.00' MN' OffSET FROM DATUM FAC! O 0.1 s • Cup@ PPORT DIM. 3 19.00- MIN OFfSEF FROM DATUM FAC! I1 FRAME (BY DIM.4 11.00" MAX OFFSET FROM DATUM FACE LLj D7 ry m/CUP@Dll(ER51, M. N � o L— CUR O DIM.1 a -- �5/e•0 THRU BOLT WITH WASHERS A NNr CLIP OFFSET DIMENSION SMALL A, , a FASTENINGANGLETO BE TAKENN FROMTHI$ FIDE bNLY OATIIM FACE BOX SUPPORTING FRAME 5 TIE -DOWN CLIP LAYOUT MOTELOEFBHALLBEGEMFERED ABOUT THE 9T RAL TO RAL 1 N.T.S. PUN SUPPORTING FRAME(BY OTHERS) .ETA ••r •• • • • ••• •• Is .TSO , • .. . . . . . as ••• • • • • • •• .OLE IEfNI �� SO, UO D i31S'9 O f1.00' E O O REfERENCE HOLEOHOLEOT SLOT 0 O Q]06T' .i3yl 3015' OO OD 1.00• TIE -DOWN CLIP MINAITECN CLB! Im (DAB^) ASTMASBS A190 KSI STEEL(CUTD14),MMM1 TECH WORRCUT034K APPLICABLE MODELS RA1346, RA1436, RA14426, RA1624, RA16360, WWII, RP1330, RP1346, RP1430. RP1442, RP1446, RP1530. RD1430 RP1538, RD1438. RP1542, R01442. RAR1A172A, FWUA2036, RAUA2024 RP/UP1724, RP1UP7736. RAIUA1736 RPAJP2024 PRODUCT REVISED as comp ingg with th• Florida Building ode NOA-No. 1 "712.07 ExpirationMfte0212512021 Mlaml-0a a roduct Control STATE OF •. F Fs �oRIOP AL E� 15-2564RE A�pPY''O eB W1�Ji�1r1•/t• EULE N.T.S e Ib PAGE OPat±= SS TALLu T .TS-K 3BTP FOC By 00 O RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICA 6 EJULODED NEW IV UNn�� MIT 61- ' LEN(ITM]S18'THESEISOMETRICSARE I ']� D INTENFCR 711__,r MAATE FUI EMUOERE TE RNEEM UNRSERENMAYVARY WPPEARANCE HOLE 3EEDEFAl4R IT IANR� �_ —SEE DETAIL InE 0 ENCE a TIE -DOWN CLIP ATTACHMENTS TECH IOTR RRCDTD i N.T.S. ELEVATIONS TIE -DOWN CLIP OFFSETS: DM 1 4.1O' MAx OFFSET FROM DATUM FAC3 I 3N3'ril' ;-;*-i G DIM 2 30.OD' MIN OFFSET FROM DATUM FACE Ia DIM. 3 31.00' Ni1, OFFSET FROM DATUM FACE • • • • • • • • • • • • FRAME (SY 01M.4 UAD' MAx ofFSET FROM DATUM FACE • • • • • • • • • N m OTHERS).". 0.125• • • • • • • • • • f APPLICABLE MODELS: 0• • • • • • • • • • • _ 3'A3-xY' REVIFORCEME•IFRA13M RA1442A, HE E AT THE OF* •• PIlODl1CT4REY�ED Z RA,448:RA1400, RA1630. �649 STATE OF ;�4ORIm' .' F DimalSION A. p WASHEHRUBOLT WTFM WASNE0.S B NVF FASTEN]NG ANGLE TO RA7636A, RPIUP2036, RA]642A, RA1648, RA1660, OVERALL FHA" N'TNIFXNESS SUPPORTING MUMS OFO.i16'MIN,TYP. (BY OTHERS),TYP. as com lyying with the Florida BLlllding C.o�41 NOA-No. 1I6-0712.07 A4KsvrodsmeplPh6 wi8 AYs FleF1d. L'Of IHOL I(1M�N1551OT:"011LY DATUM FACE % GUM'ORTTNG FPANE. RD13B0, RP146o,RP1646, AD7448, AP1660, RD14fi0, • • 6 REINFORCINC>*IS�A1 �i•Etlon 0212 027 iFiP Q'j fit 140 811Pei Cleft" s TIE -DOWN CLIP LAYOUT RAIUA2048,RAIUA1760, RA/UA2p48, RAAJA2060, • • 6• 1'-0' • • • . . By mpi7I N.T.S. 1 NDT&UNIT SHALLBIL FLAN RPIUP1746, RPA1P1760, 1 • •SECT. • • • • • V'm P�duct4por$m1 �, TO RAIL (L TO ABOUTPLNG RP(UP2048, RPA1P2080, • • • • • • • • • • • SUPPORTING fRAA/fi (BY OTHERS) FRAME E THE • • • . ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • CDNm O W-jq J W =SIae3 a� ces cm:d�E N�x3 O W P eW.. 15-2564RE suLEI N PAGE DESCRIPTION. 61' TALL UNIT 0