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MCC-06-20-1136, 8809 NE 4th Avenue RdRECEIVEn Miami Shores Village UN o4 Z020 Building Department BY C�_-� -- -- 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING FBC 20 1 Master Permit No.(,�( C 'U J `36 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING >4 MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP C� Gj CONTRACTOR DRAWINGS JOBADDRESS: U 3 V 1'" ( A V e ft City: Miami Shores County: Miami Dade Zip: S3 Folio/Parcel#: I-t— 34N "O`i " 0Y10 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Tjitleholder):t' `(t QP � rIE' Phone#: Address: n g Qq W � (� tt z.t City: M r A M( State: RL zip: 3313 8 Tenant/Lessee Name: Phone#: Email: I CONTRACTOR: Company Name: /tf r j-ora dt" j!t r Address: 5/5 /VI/ igl9 to ne#: os �6-67'_.1 City: HI M en / State: r-6- Zip: .33 1 '7`7 Qualifier Name: ,�O» �� f►�/� r�� el Phone#: 00-. -) 9 10 ^ 0-77 ? State Certification or Registration #: ' AG©L1g) I I Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: ! City: State: Value of Work for this Permit: $ .34Q p o Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ i�dst New Repair/Replace l Description of Work: Xk C-� %9 G 6A'gi ✓C �z ()✓ � o c A 7, Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ DBPR $ M ❑ Demolition CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ �_ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State W. 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 r ' pection fee will be charged, Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �l day of 20 ZQ by S day of A 20 ZOZO by ►-C t` t, 0-47- Mrnr-�P, who is personally known to �O'+'+' e fL'e v✓1 who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ,VVY?og CHRISTINA WILLIAMS Z°/ Ln AflYC0MMISS10N#GG134711 E N EXPIRES: AUG 15, 2021 ZIT"I,°,�, Bonded through 1st State Insurance Sign: y Print: C�l't` s�-t`�z�, � 1 i l i t G w's identification and who did take an oath, NOTARY PUBLIC: �A0.Y v .. CHRISTINA WILLIAMS _% Y e4,N MY COMMISSION #GG134711 ' EXPIRES: AUG 15, 2021 "Bonded through 1st State Insurance Sign: p � Print: C��r S l'I Vte� (4111 1 Arm > Seal: Seal: APPROVED BY u�l\lf Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 2 3a�OFFICE OF THE PROPERTY Summary Report Property Information Folio: 1 11-3206-046-0490 8809 NE 4 AVENUE RD Property Address: UNIT: 8809 ;Miami Shores, FL 33138-3135 Owner FELIIPE A MARTE 18809 NE 4 AVE RD Mailing Address MIAMI SHORES, FL 33138 PA Primary Zone 3000 MULTI -FAMILY - GENERAL 0407 RESIDENTIAL - TOTAL Primary Land Use VALUE: CONDOMINIUM - RESIDENTIAL Beds / Baths / Half 2/1/1 Floors 0 Living Units 1 Actual Area Sq.Ft Living Area 954 Sq.Ft Adjusted Area 954 Sq.Ft Lot Size 0 Sq.Ft Year Built 1974 Assessment Information Year 20201 2019 2018 Land Value _ $0 $0 $0 Building Value $0 $0 $0 XF Value $0 $0 $0 Market Value $161,152 $157,992 $137,384 Assessed Value $44,570 $43,568 $42,756 Benefits Information Benefit Type 2020 2019C 2018 Save Our Homes Assessment $116,582i $114,424I $94,628 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $0 $0 $0 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description SHORES VILLAS CONDO BLDG C UNIT 8809 UNDIV 1/88% INT IN COMMON ELEMENTS CLERKS FILE 74R-185949 & Generated On : 6/4/2020 Taxable Value Information 2020 County Exemption Value $25,000 20191 2018 $25,000 $25,000 Taxable Value $19,570 $18,568 $17,756 School Board Exemption Value $25,000 $25,0001 $25,000 Taxable Value $19,570 $18,568 $17,756 City Exemption Value $25,000 $25,000 $25,000 Taxable Value $19,570 $18,568 $17,756 Regional Exemption Value $25,000 $25,000 $25,000 Taxable Value $19,5701 $18,5681 $17,756 Sales Information Previous OR Book - Price Qualification Description Sale Page 26135- 12/01/2007 $144,500 Sales which are qualified 3087 20574- Sales which are disqualified as a result 07/01/2002 $0 3337 of examination of the deed 15389- 02/01/1992 $40,500 Sales which are qualified 3899 12559- 06/01/1985 $45,000 Sales which are qualified 1783 https://www.miamidade.gov/Apps/PA/propertysearch/ 6/4/2020 Property Search Application - Miami -Dade County Page 2 of 2 https://www.miamidade.gov/Apps/PA/propertysearch/ 6/4/2020 Shores Villas Condominium, 8901 NE 4 AVE RD Miami Shores FL 3313T c/o Florida Advanced Properties, Inc. P.O. Box 771566, Miami, FL 33177 Ph: 305-233-5959 Fax: 1-305-517-3417 To whom it may concern. Miami Shores Village Permits Department. 10050 NE 2 AVE This letter is to inform the Building Department that the Board of Directors at Shores Villas Condominium has authorized Affordable Air & Heat to procure the required permit and replace the A/C unit system at 8809 NE 4 AVE RD Miami Shores FL 33138 in Shores Villas CA, if you require any additional information, please contact Felix Giralt CAM for Shores Villas CA. (786)222-9265 Si c ly, igVnure Ivette Colon Board President CAC04BIl 515 N.E. 190th Street • Miami, FL - 33179 1� v Dade (305) 940-0777 • Broward (954) 987-9943 ! P SECOND RY a EMAIL: NAME ) i L JOB STREET: TZOOE y t�ET: STRE • • •� t Ct ,STATE: zlr, CITY. STATE • • 21F• • • • •:r r a B MANUFACTURER CONDENSERTPACKAGE MODEL AIR HANDLER MODEL S.EE.R ' EST. ANY' "''` CMS 17OPERATING KW A 1�)fl 40 • • • B 1 • • JOB DESCRIPTION: • • • • T ��J � •• 1..�jV %%t' • J L hip j3ESGRIP A OF SERVIGES PERFORMER Title to the above merchandise remains with Affordable Air and Heat. Inc. All P*TpJBUTION: (seller) until paid for in full, in case of default in arty terms of this contract, the Ductwork will be designed, fabricated and installed in accordance with seller shalt have the right to take Immediate possession of said merchandise accepted engineering practices and in compliance with all building2ccdesf and full amount of the purchase price then unpaid shall become immediately due and payable at the seliers option without notice or demand. All monies pad force on above date. shag remain with the seller as liquidated damages. In the event the serices of an attorney are required to enforce the interest of dre seller, the purchaser shall be System of fi xlfib r and/or ductwork wirequired to pay all reasonable attorney's fees together with Interest and all costs thereto. No warranty service shal be performed on accounts with an outstanding outlets and returns. Subject to modification according to structural balance. Labor warranty excludes, existing ductwork, existing electrical systems, or other uirements and maintenance related repairs. LA13 WARRANTY: In the event the purchaser refuses to allow seller to commence work after Service will be provided free b us for period of A —B_ P Y P —� executed, purchaser ghee be responsible to the saner far i the contract has been price 259i of the total price as liquidated and agreed damages. Seller shall not be '. year(s) imm date of Installation during regular working days & hours. responsible for any existing building or electrical code violations. MANUFP�QTURUB WARRA S_ All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practi , Ann ar Parts Warranty (Yrs) A B — deviation from the contract specifications irlvotving extra swill be xecuted Compressor Warranty (Yrs.) A --- 8 upon written orders and will be subject to charges over d ova this somata. EXTENDED WARRANTY; Provided through for vear(s). Initial Here AFFORDABLE AIR & HEAT, IND. WILL PROVIDE: YES NO EXISTING INSTALLATION OF EQUIPMENT ❑ ❑ REFRIGERATION LINES ( ) OR FLUSH 1 ❑ ❑ - -(;}-GRILLES ( ) RETURNS ( ) ❑ ❑ PERMIT FEE(S) & PLANS, IF REQUIRED , ❑ ❑ DRAIN PIPING ( ) OR FLUSH } El AIR HANDLER SUPPORTS ❑ ❑ CONDENSATION PUMP `'� ❑ EMERGENCY FLOAT SWITCH HURRICANE TIE -DOWNS ❑ D YES NO EXISTING CONCRETE SLAB THERMOSTAT _ ❑ ❑ BALANCE AIR FLOW ❑ ❑ / B REMOVAL OF JOB SITE DEBRIS i�n- ❑ ❑ ELECTRICAL WIRING (POWER CONTROL) ❑ 'I] ❑J CONNE T EXIST SER�j ICE/PANELS OTHER fir+ r ❑ ❑ ❑ OTHER. _ ❑ ❑ ❑ OTHER r ri COST TOTAL COST A c-REBATES/CREDITS Cj B I - FINANCING AVAILABLE Payment to be made as follows: 0 deposit, balance upon start-up. Authorized Company Signature _ Date _ This proposal subject acceptance within days d is void there after at the option of the seller, I THE ABOVE PRICES, SPECIFICATIONS AND CONDITIONS ARE HERA ,jQ0TAUTH M TOODTHE RASSPECIRFA. PAYMENT WILL BE MADEAS O ED ASO Option Chosen Signatu r v._ Date a ` '✓ C This combination qualifies for a Federal Energy Efficiency tax Credit when placed in service between Feb 17,2009 and Dec 31, 2016. y F r14111 12111 l AHRI Certified Reference Number: 201176261 Date : 05-26-2020 Model Status : Active Old AHRI Reference Number: 7493633 AHRI Type:RCU-A-CB ; .'� •••• ••••• ' Outdoor Unit Brand Name: RHEEM • • • • • • • • • Outdoor Unit Model Number (Condenser or Single Package) : RA1430AJ 1 • • Indoor Unit Model Number (Evaporator and/or Air Handler) : RBHP-21 • • • • • • • • • Region : Southeast and North (AL, AR, DC, DE, FL, GA, HI, KY, LA, MD, MS, NC, OK, SC, TN,•Tx'YA,•AK, C(, CST, ID, IL, •••• •••••• IA, IN, KS. MA, ME, MI. MN, MO, MT, ND, NE, NH, NJ, NY, OH. OR. PA, RI, SD, UT, YT, \A(4oWV, WI, WY • U.S. • • • • • Territories) • • • • • • 000000 • • • 0 00 Region Note: Central air conditioners manufactured prior to January 1, 2015 are eligible to be installer! in alltegionse • • • • • • • • • unfit June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed in region(s) for"" which they meet the regional efficiency requirement. The manufacturer of this 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 AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), btuh : 28600 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 Slopped' 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 ratinc is shown along with the previous (i.e. WAS) ratino. 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.ahrid!rectory.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. AM 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 "verity Certificate" link 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. ©2020Air-Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 132349907218006180 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 .... PERMITNUC4BFO...MC •••••• •••••. •• . • This form must accompany ALL air conditioning replacement permit applications. E4(;ZCplit change!ouimust be on its own data sheet. Multiple units on single sheets are not acceptable. • • • • • • pQ or j'mil •••• ••.• •.•.• Job Address (where the work is being done): D 0 t� j t7u P "I •..... _..,� • • • • ..'33 .. t3�� ...... City: Miami Shores Village County: Miami Dade Zip Code • . . • .. • ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE STAB 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 ❑ NOIZ ARHI Sheet Attached: YES M NO ❑ Contract Attached: YES 0 UNIT BEING REPLACED DATA NEW UNIT V V15 MANUFACTURER Rk pie ry i IvB hpr-�-AHU or PKG. UNIT MODEL # 913t1?- i' To 7 p Z_ COND. UNIT MODEL # D A A/ft KW HEAT ,Z ..5 NOM TONS A .,;" AHU3f CU Zf PKG 1) M.C.A AHU30 CUX0 PKG AHU CU o PKG 2) M.O.P AHU!I() CU30 PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT / / PKG UNIT EER/SEER YES NO REPLACING DUCTS YES 9� 1 YES NO REPLACING THERMOSTAT CITES NO YES NO NEW 4"CONCRETE SLAB YES YES NO NEW ROOF STAND YES NO YES NO NEW RETURN PLENUM BOX YES 40> 1. Minimum Circuit Ampacity (Wire Size): !Q 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 45 9 Grw b 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: Contractor's Company Name: State Certificate or Registr io No. Signature {Qualifier's si 23o Phone: .305-1 Kn .0777 OL&/ I / Certificate of Competency No. �1Z biz (Revised02/24/2014) MIAMI-CaADE MIAMI-DADS COUNTY �► PRODUCT CONTROL SECTION I l 805 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 ff OA) K"'w.miamid.W&.2av/economy Rheem Sales Company, Inc. .__. • • • .... 606 •• e • • 5600 Old Greenwood Rd. " ' • • • • Fort Smith, AR 72917 • • • • • • • • • : • SCOPE: This NOA is being issued under the applicable rules and regulatj,fy)s. govern n" *the use of...: construction materials. The documentation submitted has been reviewed arid.acrepted b%.4Ijarni-Dale ••' County RER-Product Control Section to be used in Miami -Dade County and etas eseas wher�.4ljowed * * • • . the Authority Having Jurisdiction (AHJ). • • • • .... ...... This NOA shall not be valid after the expiration date stated below. The Miami-p8ft gounty Product Control • • Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dhde County) ow r\ie the rigtlt..;. to have this product or material tested for quality assurance purposes. If thiy prfldt}ct or material failseto perform in the accepted manner, the manufacturer will incur the expense of sull! testing a3ad the AHJ mey "; immediately revoke, modify, or suspend the use of such product or material within their juiZMetion. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Mechanical Unit Steel and Aluminum Tie -Down Clips for Grade and Rooftop Applications APPROVAL DOCUMENT: Drawing No. 15-2543GA 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 NTOA 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. Utrers, P.E. NOA No. 18-0321.11 MIAMrUNDECOtrNTY Expiration Date: February 25 2021 Approval Date: May 24, 2018 r14Page I Rheem Sales Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs •••••• A. DRAWINGS "Submitted under AVA # 15-0903.08" •• 1. Drawing No. 15-2543GA and 15-2564RE, titled "WW4.4.ad Certification Mechanical Unit Cabinetn and Steel/Aluminum Tie -Do xa Giapc: At Gr and Roof • • • Mounted Applications", sheets I through 7 of 7, dated •65F14/2013s.neAsed 0.%... 11/20/2015, prepared by Engineering Express, signed MV 14aled bj • frank I,:*.* Bernardo, P.E. • • • • .... • - B. TESTS "Submitted under NOA # 15-0903.08" • • .... ; • • • % 1. Test report on Uniform Static Air Pressure Test per FBC. TAS 202-�A•&long with marked -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 05/18/2015, signed and sealed by Stephen W. Warter, P.E. C. CALCULATIONS "Submitted under NOA # 15-0903.08" 1. Anchorage calculations prepared by Engineering Express, dated 11/20/2015, signed and sealed by Frank L. Bernardo, 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 Sa' 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/]2/2015. s 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 Rheem Sales CompaD-v, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED � � • iiY• i•ii•i • • i•i••i 2. NEW EVIDENCE SUBMITTED • • • • • • ii•• Y•ii•i .... .... ..... i•ii•• Yii• • • A. DRAWINGS 00 99 *too* 1. Drawing No. 15-2543GA and 15-2564RE, titled "Wisd*Load Certification o • Mechanical Unit Cabinetry and Steel/Aluminum Tie-Do--Aaklips: At Givade and Ropf •,: i Mounted Applications", sheets 1 through 7 of 7, dated 05?14/2015, *Pmised on 01 /12/2018, prepared by Engineering Express, signed and sealed .1Sq• fxank �.� • •: Bennardo, P.E. 0000 B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 6°i Edition (2017) FBC issued by Engineering Express; dated 03/19/2018, signed and sealed by Frank L. Bennardo, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0321.11 Expiration Date: February 25, 2021 Approval Date: May 24, 2018 E-2 7COUN MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economy •.•• Rheem Sales Company, Inc. ; • • • • • • •... 5600 Old Greenwood Rd. " • • • • • • . Fort Smith, AR 72917 ...... •• •••..• SCOPE: This NOA is being issued under the applicable rules and regulations govgFyng the u1% of constr rues •: materials. The documentation submitted has been reviewed and accepted by Miami-15Wk�.I;dunty RFC"cyduct Control Section to be used in Miami -Dade County and other areas where allowed by the Autijgr" Wving Jurri;djjgon (Aiqh:. �. This NOA shall not be valid after the expiration date stated below. The Miami-Dade'Wr" Product glitroI Section >,�• Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) rese"AS fight to havi this product or:' material tested for quality assurance purposes. If this product or material fails to p;ifbrhr 1u the aicept�d • manner�the.� manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or sass d the use o'f' such product or material within their jurisdiction. RER reserves the right to revoke th%agmerance, if it is determuiedhy.: Miami -Dade County Product Control Section that this product or material fails to meet the vec�urirernents df the ' applicable building code. ' " This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Mechanical Unit Steel and Aluminum Tie -Down Clips for Grade and Rooftop Applications APPROVAL DOCUMENT: Drawing No. 15-2543GA through 15-2543GD and 15-2564RE, titled "Wind Load Certification of Mechanical Unit Cabinetry and Steel/ Aluminum Tie -Down Clips: At Grade and Roof Mounted Applications", sheets 1 through 7 of 7, dated 05/14/2015, revised on 01/12/2018, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. on 07/17/2018, bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. NWSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 18-0321.11 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 18-0719.07 Expiration Date: February 25, 2021. Approval Date: September 27, 2018 Page 1 Rheem Sales Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . . .... ...... 1. Evidence submitted under previous NOA • • • • • • • • • • • • • • ...... A. DRAWINGS "Submitted under NOA # 15-0903.08 0• �' 1. DrawingNo. 15-2543GA and 15-2564RE, titled `; �Dd, Load •Cop�{7ficari[•�n:;to �'• i i'.`i i .... Mechanical Unit Cabinetry and Steel/Aluminum Tie-Daw%Clips: At.Cvade and.4pf, Mounted Applications", sheets 1 through 7 of 7, c�ted•05/14/201.5, revised A 11/20/2015, prepared by Engineering Express, signed arrtl seaje4 by Frank • 4 • Bennardo P.E. o 0'• • .... . . .... B. TESTS "Submitted under NOA # 15-0903.08" 1. Test report on Uniform Static Air Pressure Test per FBC, TAS 202-94 along with marked -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 05/18/2015, signed and sealed by Stephen W. Warter, P.E. C. CALCULATIONS "Submitted under NOA # 15-0903.08" 1. Anchorage calculations prepared by Engineering Express, dated 11/20/2015, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENT "Submitted under NOA # 15-0903.08" 1. Statement letter of code conformance to the 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. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 18-0719.07 Expiration Date: February 25, 2021 Approval Date: September 27, 2018 E-1 Rheem Sates Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SI3BN0TTED•. • • ...... ...... .. . ...... .... .... . . .... .... ..... 2. Evidence submitted under NOA # 18-0321.11 • • • • •. ..:..' .. .. .... ...... A. DRAWINGS . . .. . ...... I. Drawing No. 15-2543GA and 15-2564RE, titled `Vy nd: Load •�j; ificatiex• o€. Mechanical Unit Cabinetry and Steel/Aluminum Tie -Down Clips: A't 014de and Roof Mounted Applications", sheets l through 7 of 7, dated 05/14/2015, revised on 01/12/2018, prepared by Engineering Express, signed and sealed 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 6`h Edition (20I7) FBC issued by Engineering Express, dated 03/19/2018, signed and sealed by Frank L. Bennardo, P.E. �f l9fZi'r� Carlos M. Utrera, P.E. Product Control Examiner NOA No. 1"719.07 Expiration Date: February 25, 2021 Approval Date: September 27, 2018 E - 2 Rheem Sales Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SIAB 1 TED• .... • .... • • ...... .. . ...... .... .... . . .... .... ..... 3. New evidence submitted •••••• •••• ••••• .. .. .... ...... . . .. . ...... A. DRAWINGS • 2. Drawing No. Drawing No. 15-2543GA through 15-25UGD:and I5-2M4RE,:Med; "Wind Load Certification of Mechanical Unit Cabinetry and Steet•A4v&inum 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. Bennardo, P.E. on 07/17/2018. 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 2. Models removal request, dated 07/17/2018, signed and sealed by Frank L. Bennardo, P.E. Carlos M Utrera, P.E. Product Control Examiner NOA No. 18-0719.07 Expiration Date: February 25, 2021 Approval Date: September 27, 2018 E - 3 RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINET RY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS CONCRETE - CON - SUPPORTING UPPORTING STRUCTURE BY STRUCTURE BY D OTHERS, TYP OTHERS, TYP. CONTROL BOX MECHANICAL UNIT z MECHANICAL UNIT 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC THESE ISOMETRICS ARE OFTENDED FOR PRODUCT REVISED DUGMMMATICAL PURPOSES ONLY; ALTERNATE RHEEM ee romplYlnp wltA the Pbrtas UNITS MAY VARY IN APPEARANCE BOWL"Cod NOA-No. 18-0719 07 tit NITBASE ANCHOR PER PaNSCHEDULE-............_.__._ 3000 PSI MIN. CONCRETE BY OTHERS, TYP. 11", INTERNAL POST SMS PER ADJACENT TO BRACKET, CONTROL BOX (0.130- STEEL) CORNER I POST (D.19W Op STEEL) Q d Nfl BASE UNIT BASE PAN d� PAN T... _ - (& A 1g) ARE SIM AND OCCUR ON OPP FACES TIE -DOWN BRACKETS 1 N T.S. ELEVATION ANCHOR SCHEDULE: suesTnATE --I{ DESC:RIP7ION ; I (1)'1(4.0 STAINLESS STEER. TTW BUILOEX TAPCON, [;(4�::M:g:CKmIN, 1 1'4' FULL EMBED TO CONCRETE, 2%' MIN.EDGE N.) DISTANCE, 3' MIN. SPACING TO ANY ADJACENT ' i ANCHOR. EUP1FPll.. Dqr 0212512021 BY [ MI. Yrod��(n—r CUP OFFSET DIMENSION SHALL _ B'E TAKEN FROFI PHIS 510E OHL`f 1--+x.000• D.7so' 1.z5o O 0� 0.306' (( TYP. D (I 0 t---T 1.000' TIE -DOWN BRACKET MIAMI TECH CUP; 24GA (0.071) ASTM A653 Fu=90 KSI STEEL (CUTDB) OR O,DBO' S052-H32 ALUMINUM (CUTDAB), MIAMI TECH KIT • RRCUTDSMK OR RRCUTDASMK UP@ ! n 'V 1C z .T__.. DATUM FACE � CONTCLOL _BoX_ — 4 TIE -DOWN BRACKET LAYOUT 1 N.T.S. PLAN TIE -DOWN BRACKET OFFSETS: DIM, T 4.50' MAX OFFSET FROM DATUM FACE DIM. 2 24.50' MIN OFFSET FROM DATUM FACE Ottt 3 25.25' MIN OFFSET FROM DATUM FACE DIM. 4 13' MAX OFFSET FROM DATUM FACE APPROVED DESIGN ' ASCE 7:/o VUR.17s KpP _~ CRITERIA: I a°c�ADET36 /NSTAWTIIONNOORL DESIGN NOTES: THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7.10 AND THE FLORIDA BUILDING CODE SIXTH EOFTION (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 VARIABLE% ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26 B 29. GENERAL NOTES: 1. THIS SYSTEM HAS BEEN DESIGNED AND SMALL 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 MGM VELOCITY HURRICANE ZONE. THIS DESIGN IS NOT INTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT CABINETRY. 2, NO 33.173% 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 REPORT40323.01.15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT (120 LB MINIMUM) OF MECHANICAL LIMIT SMALL CONFORM TO UMITATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SMALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. S. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDIX BRANO, ASTM FS93 410 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 SMALL BE *10 (14 MINTHREADS PER INCH) ASTM F593 410 STAINLESS STEEL OR EQUNALENT ONLY. PROVIDE (5) PITCHES MINIMUM PAST THE THREAD PLANE. FOR SHEET METAL SCREWS. ALL FASTENERS SMALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 6. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERT7FlCAT10N. AS A MINIMUM, ALL CONCRETE SMALL 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. S. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED B INSTALLED BY OTHERS 9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LDADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL ANOI• NO* MGll1OND IWTHIS CNRTt'FI*Tlgp.IXCWVS EXPRESSLY PROMOED HEREIN, •O A60116ONAW C% IFIjATIgNS SR AFFIRMATIONS A•E INTENOEO,• • • • • • • to. THE SYSTEM OETAYED MEREW jS G(♦NEW AV DQES j� OVII F. INFORMATION FOR A VEOFIC VTE.•FOR•STTT•CO NTi 1FFERFN� FROM THE {13NDi'liNS DliiPjLF•D HER�rj n UCYNED NGtA(IEILOg REGISTERED ARCHITECT SHALL PREPARE SITE SP FlC M FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 11, WATER-TIGTTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBUX Y OF THE INSTALLING CONTRACTOR. CONTRACTOR SHAD. ENSURETMAT jNY RED OR AL7 RED WATEi�2PROOFING MEMBRANE IS RESTORED iF7E` FABRI ON A NST Tm OF STRUCT%RE ALLly T� • PROPOSED THI QNEER A NQF BE %;;Ns� �Itt *Nv E WATERPQFIN OR KAGE IS5 ICtMAYiJGCITR At • • B WATER•T1G S S LqE 711E F • SI�LIT1.OF TH! INSTALLING CCQQ 3T. FOR AN EXPHAAATtON EXPOSURE CATEGORIES THAT ACOft*ANY THE* VuR WIND SPEEDS USED IN THIS DOCUMENT, SEE SECTION 26.7.3 OF ASCE 7-10. • • • • • • • • • • • • • • • • • • • • • • ••• • • • 000 0 • 115-2543GA I I WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICA 4 33 5 MpY. J3 �SL4ON 5 0;,* 13 7S ,y h ....����'�'''����'•''++"4,01 u 0 x = q, SIM TO (S) BUT w S1M, TO tiFl BUT ON OPP FACE ^ ON OPP, FACE 0 w A cD 0.306` 0 ny r CONCRETE CONC O SUPPORTING SUPPORTWG STRUCTURE BY STRUCTURE BY D OTHERS, TYP OTHERS, TYP. CONTROL BOX MECHANICAL UNIT 2 MECHANICAL UNIT r— TI 1 NJS. FRONTi50METRIC 1 N.TS, BACK ISOMETRIC TIE -DOWN THESE ISOMETRICS ARE INTENDED FOR 1 BRACKET (2)-+10 SMS PER BRACKET FOR UNITS pUGRAMMATICAI PURPOSES ONLY; ALTERNATE RHEEM MIAMI TECH CUP; 14GA (M07') UP TO 35' TALL. (3)-010 SMS PER UNITS MAY VARY IN APPEARANCE i ASTM A653 Fu-90 KSI STEEL BRACKET FOR UNITS UP TO 39' TALL (CUTDS) OR 0.060' 5052-H32 (ONLY (2) SMS SHOWN BELOW)--� ALUMINUM (CUTOAB), MIAMI POST TECH KIT ♦ SMK OR "�INTER ADIACENT TO RRCU`TDASMK D. 130' .�Q STEEL). 7YP. G� UNIT BASE ANCHOR PER � (� PAN SCHEDULE { ---^ 3000 PSI MIN. CONCRETE BY OTHERS, TYP. CONTROL BOX (0.130' STEEL) R POST 90, 1 STEEL) d UNIT BASE �0 'AN PAN eASE PAN N&(p ARE SIM AND OCCUR ON OPP. FACES 3 TIE -DOWN BRACKETS 1 N.T.S. ELEVATION ANCHOR SCHEDULE: SUBSTRATE DESCRIPTION I..,µCONCRETE _t I)'1I4'0 STAINLESS STEEL IT1Y BUILOFX TAPCON, g (4• THICK MIN, 13�. FULL EMBED TO CONCRETE, 2%- MIN. EDGE 3000 PSI MIN.) DISTANCE. 3 MIN- ASPACING NCHOR. TO ANY ADJACENT CUP OFFSET DIMENSION SHALL _ 7�.,-,! _ L. I K BE TAKEN FKOR THIS SIDE ONLY DATUM FACE a TIE -DOWN BRACKET LAYOUT 1 N T.S. PLAN TIE -DOWN BRACKET OFFSETS: DIM. I 4.S0' MAX OFFSET FROM DATUM FACE D1M. 2 2B.00` MIN OFFSET FROM DATUM FACE DIM. 3 29.00' HIN OFFSET FROM DATUM FAIT DIM. 4 1300' MAX OFFSET FROM DATUM t •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • �u �v %da • • • Bxpit Hon Dar 25l20Y2t BY Nilaml-Oe o o ntro • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ..1."wwkriir A IOW6M9 a on uecr , 115-2543GB 1 PAN RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEVALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATI(' p 0*' Oil O vo is IS ST 1.25 to aqua ue 0 0 0 U ON z " 5114. TO BUT Sim TO BUT 0 [I (1) ON OPP D FACE ON OPP.FACE w 01 0 Fr rh P wu) �w• A 0 M w - ,; H.- r 0 I><<w-H6 may CONCRETE w 0 ZuJx Rf� CONCRETE SUPPORTING TRUCTVRE 0 suppoRTI G STRUCTURE By 0.306 y A TyepOTHERS, D Typ OTHERS, CONTROL DO . AP A, -0 MECHANICAL UNIT /2MECHANICAL UNIT N T.S. FRONT ISOMiiWC_ k' 1 BACK ISOMFTRIC N T.S. TIE -DOWN THESE ISOMETRICS ARE INTENDED FORtrl OLAGRAMmAnCAL PURPOSES ONLY; ALTERNATE RHEEM BRACKET V E UNITS MAY VARY IN APPEARANCE MIAMI TECH CUP: 14GA (0,07") ASTM A653 < tz a. FO-90 KSI STEEL (CUTDIO) OR 0,080- M: pQ (4)-010 ARAL POST 5052-H32 ALUMINUM (CUTDA10), MIAMI 5 BRACKET, ig jNrE Ln SMS PER ADJACENT TO TECH KIT 9 RRCUTDLK OR KRCVrDAIX CO Typ. ( CONTROL BOX IER 0.130' STEEL) uj Ei PANEL uv _L. CORNER kp POST *372S" STEM (0.190 CUR*, Typ. P@ STEEL) 51 Uj UNIT SE UNIT BASE IT BASE ANCHOR PER PAN PAN PAN SCHEDULE E T_ P@ 30D0 PSI MIN. a Go* Go: .66 CONCRETE BY OTHERS, TYP, OB (A)&(�) Go: ®III (g) ARE SIM CLIP OFFSET DIMENSION • Go AND OCCUR ON TAKEN FfkO_m f"IT, ffur (ALY OATH FACE ER 8b OPP. FACES N Hill -DOWN BRACKETS TIE -DOWN BRACKET LAYOUT TIE N.T.S.ELEVATION N TZ. PLAN G T LNCHOR SCHEDULE: TIE -DOWN BRACKET OFFSETS: & Go o• OR -2543(3D sussr"Tt 09-ON am 4,50' MAX 0 15 CONCRETE: o.c III, A. Dy �I OFFSET FROM DATUM FACE "Expl-11— D.to 02J2S/20421 Rrs uwfxs Noi� (4'TKfCk MEN AmnF c_w" snu sn"so ACING ANYAD)-00WfTAMwCKOR, 01 .2 WOO' MIN OFFSET FROM DATUM FACE msl"4josftp� BEAT i�' %. MIN EMBED m 30 0 o PSI 77 MIN.) CARBON TEBEE M)WEABEAGEDISTANBBEDDE �T.. III! "Iff Embeo lo comown. DIM, 3 131.00' MIN OPMET FROM DATUM FACE � 3- MEN FOG* DISTANCE, )-MIN. SPACINGIOAWAbIM� EN, _1 iPPORTiNO CONCAVE SUBSTRATE DEPTH SHAfl BE A MINIM DIM. 4 1 13.00* MAX OFFSET FROM D!p!j FACEJ Go* o • WA ANCHOR FROM HiM SCHEMLK MAY BE USED FOR INPAuxnON, Go 6: a RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICATIONS �TH IR )6• DON ROL BD% ' {I}TYflIL'p XT�• �y'l 10'IMAIO cOFD ALHI AWMWNANn eA wYIX� tEMGIH CEMENEO PMFENWIXIuam ' �rFORTPlO FRAME ATTACHANOLES TO FRAME • YYTTH M}AL'B DIRVBp.T9 WRMW SXERAMiR AT I)U AND FRAME (TOTAL OF 111 BW TO PILL BE USEW aiMPORIFRAAA: Onrt PSI TYP MOUNT EXPLODED VIEW IRONT=METRIC THESE OOARTAXS ARE MENOFD FOR —_ DIAGRAMVAYICAt PLIHPOBES MAY; KTIRMAIE NNELM WITS ItTTED VARY wAPPEARANEE.-._e.. _.. ,�ATTACH AND" TO I t9WaHll)II'B nMUB0L11, M. � 1Yt'd1'a iOryN). 10TMAXIlCw601M1 .E.HmM NIOSE sUFFORDAMME. TO UP OtX'PORT FRA}C TV 5UPIORfFRA EDiY cc nlD ecMEa OTHERS). TYP. F a SUPPORT ANGLE 1 j ..Ts. FUYAil- TA w1ERMAL post N1wo SMOPEA _ CWORD, BOX CLV, TYP D 1a BTET�D i A D O YTT MAU BOLT TDPIi[R - C� waHWASHERA- \ POST POST MIT FARTENH6 {6.110' - N.MO• CU!•BTp KNMNUM SEE BY ANOLE. TY SUPP'ORrFMaE IaY �Taf'J(•KX{JMW). �A0C`aaMMXD�IOW OTNEPb}HOT SNfAVN RLH)AUN.ANUYAIaLE CdImGII rONCiARRY TYP �IBDUY9UPMRa FRAME.TYP. n TIE -DOWN CLIP ATTACHMENTS 1 , :. ELEVATiDRS 2111TA'F}II."M•AO I—) LONG (LLNIAWWA/LI ANORE GEMERm _ ABOUT SVIMAT FIAE TYP TIE -DOWN CLIP OFFSETS: ,,._. ....._._-__ .•.. �. _..� K.I. OFFSR IRON M71R1 fACE I —Jt bIN. l ]A.SO' MIN OfREi {RCN DATUM FA[E DIN, 1 IS_1S' NW OFFSET fROM DAIUH FACE gF SUProffi . A l MAR OFFSET FROM DA1VM {ACE n .1.. .r�� /FAME (BY H £ ry • a OMERs). Tv n Cu A � G i ON 11 r. .__.3ro•@TMau eOlt WITH WASHERS A NUT' Cup OFFSET OIMERSiDX SHALL +�.� �. �.� DL- FASTENING ANGLE TD be use N rwwTgfs )rID1•bwiLY' DATUM FKE b0X SUPPORTING FRAME_ (S 1TIE-DOWN CLIP LAYOUT 1 N.T.S, NOTE. RRlO SHALL eE -olPLAN ABOUT THE EO` RAA TO NAR l SUPPORTING fRANE IOY'OTHERsjI E APPROVED DESIGN CRITERIA: = `� ,,, APPROVED DESIGN 200 PSF LATERA CRITERIA: —� WIND LOAD B],1- N IiaE 1�SF LIFT' QQ WIND LOAD QQ QQ (CONCURRENT) J Q DESIGN NOTES: SITE -SPECIFIC PRESSURE RFOIAREMENTS AS DETERMINED IN ACCORDANCE WITH QTo.a� ENCe ASCE 7.10 AND CHAPTER 16 OF THE FLORIDA BUILDING CODE SHAD. BE tB5 THAN amity Q DR EQUAL TO THE DESIGN PRESSURE CAPACITY VALUES I ISTEO HFRETM FOR A- LAAAM ASSEMBLY AS SHOWN. DESIGN PRESSURE REQUiREMFNTS SHALL BE tRIERMINEO NY HCI t A REGISTERED DESIGN PRDFFSSJONAL ON A )OB"SPEC FIC BASIS IN ACCORDANCE ItAgIO• WITH THE GOVEfthom CODE, GENERAL NOTES: 630f]• YI 1. THIS SY61EH HAS BEEN DESIGNED Ali] SMALL BE FABRICATED IN ACCORDANCE WITH THE NEQUTAEM£MTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (I017). THIS SYSTEM MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCm JobIr HURRICANE ]ONE. THIS DESIGN IS NOT INTENDED TO CER11e IMPACT RESISTANCE OF THE MECHANICAL UNIT CABINETRY. 2. NO fInW iNURASE IN ALLOWABLE STRESS HAS BEAN USED IN THE DESIGN OF THIS SYSTEM. ). DESIGN A CERTIFICATION OF THE UNIT CABINETRY 15 APPROVED MADUfiM TIE -DOWN CLIP TEST REPORT ]� by AMERICA , TEST I" of SOUTH, nowtw 1. ALLDIMENSIONSL AND iNE MINIMUM WEIGHT (120 LB MINIMUM) OF MECHANICAL IINR SHALL CONFORM TO LIMITATIONS STATED HEREIN ALL MUNI TEEN CUP. I— MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL Of AS OPP MANUFACTURER RECOMMENOATIONS AND ARE THE EXPRESS RESPONSIBILITY OF {o.OT) AOYMA o THE CONTRACTOR. NSIOTEEI (CUO10) UTEHOL S. ALL SHEET MCTAL SCREWS USED TO FASTEN CUPS TO MECHANICAL UNIT MIAII TIUI Ra F SMALLBE P 10 (11 MIN THREADS PER INCH) GRADE s STEEL WL EQUIVALENT ONLY, OOLYS USED TO FASTEN ALUMINUM ANGLES TD SUPPORTING `AAM (BY DTHEIL9I SMALL BE ASTM FS93 410 STAINLESS STEEL OR EQUIVALENT AND SMALL UTILIZE SAE GRADE WASHERS A NUTS. MONDE IS) PITLHLR MINIMUM PAST THE THREAD PLANE FOR SHEET METAL SCREWS, ALL FASTCNCRS SMALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVINT ELECTROLYSIS" ALL FASTENER CoNNwrio"TO ALUMINUM SHALL PROVIDE 21DIAMETER EDGE DISTANCE. 6. ALUMINUM ANGLES SPECIFIED HEREIN SMALL BE 6061-T6 ALUMINUM ONLY. 7. CONNECTIONS TO THE SUPPORTING FrtAME (BY OTHERS) CONSIDER A FRAME MEMOEA THAT IS 6061•I6 MIN ALUMINUM WITH A MINIMUM 0 09A' TMICR RANGE AT ATTACHMENT POINT. PERFORMANCE Of THE RAIL AS A STRUCTU AI MEMOER TO SUPPORT �IL�MI'At��IBL1wHA1.OE FER•EPARAGE • • • CERTIFICATION • • • • • • • • B. THE CONTRACTOR M RESPONSIBLE INs"cl Kt.#rN1jRS I.H D1551MtM MATERIII B TO CA 15. • • • 9 EPCOLICAL GROUND, WAIN RE U,BF • :EO : N :(}�:OT • OTHERS. 10. MC ADEQUACY OF *N•EXISfi•G�1•ULTUR•T• WTM�ANp SI•ERiw'OS•7• LOADS SMALL OF VERIFIED BY THE ONSTTE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CEATOTCATION.EXCEP' AS 0(PRESSLT PRONDILD HERE I, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. L THE SYSTEM DETAILED HEREIN SS GENERIC AND DOES NOR' PROVIDE 11. INFORMATION Rp A SFE C SITE. FDA !DIE CONDITIONS DIFFERENT TAOH THE CONDRIQQNNSOFFAIi2dh�EPN, A LI&W-0 EPGiA M OR REGISTE•EO • ARCHITECT S711VL AtETARE SER SPECIFT�DCOMEPW FO•USE IN • • • f PRODUyC�nTpREV13ED CONIUNCTIOI•WIT•THISD•CUMENT, 000 • • • • • • 9n Idln�p CoVfh th• RIwMR a wATEa-ficHoesEOMEEisnNG M sty TE 5 u TN �Ls • • • RESPONSib 0y I� N6A-No. 18•Q719A07 ENSunt MAT Ate d9/0j(�bj�WE ALTMED WA EHOMNE 1s • • • RESTORED AFTERF.R.AT7[1N ABO 4Y5TAUA�QN Of OR`CTWIE PO4SBD • CRPI-111H1 02125/2021 HEREIN. THIS VIEWER SHALL NOT BE RESpoNsiou FoR ANY WATERPROOFING oR LAAXAGE ISSUES WHICH MAY— AS WAlT11-TIGHfNESi 4nALL BE THE FULL IIESFONSIBIIIiy Of THE R6TAW NG CWErnACTOR MIR roM on ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • NAADO, P.E. 111. Atlm a THPK • H0 AWtl1UaE fw R1ETT 1 115-2564RE I RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICATI ' WIDuM aY was +s' W-IY+'slE'+YryMwI� �:�'+ ACiMA10lONONHI AWMPNMAIYiEi xPN VTJtpF.MOK?JNRTO ' '/� " 9UPPpfrt�M3 FpJAx \- ATTACH ANN.f3 iO FBALE wren (1}S('O rltMUEOl18 wrtxxA.sNEn a NVE ArTNE .aEAFAC£ BE+LLFEN AMOEE earS ANaBE USEfF nE wu LE mi SL wn FRAME NV oVNcm T'. _MOUNT EXPLODED VIEW 3 M.T4 -POW Kow"'uc wTLNMA4 niESE .rcEF.NceOFaMM TOR ApP t OOIttROI O T,., AA,yr' LWL"' ! 5TRLI ONLY: ALTE11NAlE RtREMtAM115 MAYYARY W AwE,wAMCE D r,•B n wO•iY MtR F1 C Y� Ary IS—OnrT I tEm" wr 6�>_>- L SEE OETALA `+:l z MOUNT ISOMETRIC VIEW 1 M T.5. FRONT ISO / BAOK ISO �-sr IA.NI �PaYI— i ATACn ANfAE3 ]O +igwoLiim I we mmom" AwWfNMNIQE CEMIFPEDABOUT suppow sapPDRIFMME (BY cE.ItmccM aniEnri TTI'. / 3`1 SUPPORT ANGLE 1 jNT.S. ELEVATI M a TIE -DOWN CLIP ATTACHMENTS ELEVATIONS •AL %a0U.A ILE CE1piOMo �) BOUT amAmLECEMEREa . .---•---• _. TIE -DOWN CLIP OFFSETS: ABOUT 34NpORi igAA(E. 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