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MC-19-829Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 149 NW 100TH ST, Miami Shores, FL 33150 [nntacts Permit NO.: MC-0&19-829 Permit Type: Mechanical - Residential Work Classification: A/C Replacement Permit Status: Approved issue Da m/ /2019 Expiration: 11/05/2019 Parcel Number 1131010230300 DENISE WILSON Owner PROSERV AMERICA LLC Contractor 149 NW 100 ST, MIAMI SHORES, FL 33138 MANUEL RAMON BARRERA Other: 3057592823 833 SW 167 AVE, PEMBROKE PINES, FL 33027 Business: 9544505323 Other:9545572887 Description: STRAIGHT A/C CHANGE OUT Valuation: $ 4,325.00 Ins ection Requests: 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.00 Copies Fee (Manual) $1.80 DBPR Fee $2.27 DCA Fee $2.00 Education Surcharge $1.00 Permit Fee $101.38 Scanning Fee $9.00 Technology Fee $3.78 Total: $174.23 Payments Date Paid Amt Paid Total Fees $174.23 Check # 4089 05/09/2019 $124.23 Check # 4076 04/16/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and --that al ork will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named,contractor t o the work stated. /q? I 19 Authorized Signature: Owner / Applicant / Contractor May 09, 2019 Date Page 2 of 2 �11Miami Shores Village �.� Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING • 9, 1 W - RECEIVED AA.1 6 2019 (-'[ F B 2-047`4- Master Per[ i IC No. I 1 C - Oq - ( q'sz—r--T Sub Permit No. ❑BUILDING ®ELECTRIC ❑ ROOFING [—I REVISION ®EXTENSION ❑RENEWAL ❑PLUMBING EirVIECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION 7, SHOP CONTRACTOR OF.AWINGS JOB ADDRESS: I -f -6) AW (O o J ( City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:_ It -,310 1 -0 2-3 ~-02K0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: r l: OWNER: Name (Fee Simple Titleholder): L>Qi11jX' w�IJ'q-y) Phone#:L5)C)C12-�I Address: I Lf q ('41AJ (00 S T City: Niami SVlo cs State: f"L Zip: -3:3 0 Tenant/Lessee Name: Email: Phone#: CONTRACTOR: Company Name: i"Y1�5-ei �/ '�Prr1�Y1 C c1, LLC Phone#: h51, Y50 •- 53�� Address: )CIOPI City: ?-f-mbfc�rt, PI���S State: L Zip: 33101A �t Qualifier Name: M,lytA 6a"-0'•Ca Phone#: (305 5W - 5aQ9 State Certification or Registration #: C AC 0'2- fpq ( -J Certificate of Competency #: C 4C OZ(o1--( I DESIGNER: Architect/Engineer: Phone#: N Address: N I'>r City: N\ A" State: Zoo: i�i t4 Value of Work for this Permit: $ 3 S Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New EEt Repair Replace ❑ Demolition Description of Work: S" C17�Q �� -A/ C C'.ko-n C-4_ � l 1 TO Specify color of color three tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $1 Zq. 23 6 Bonding Company's Name (if applicable) Old A-wyb C sut- tl coyapa u Bonding Company's Address t 3SO 1:1,UM Moll Ilaq,e. p1-( Li - ;;�� City W%'O oyoe t, State T-L Zip .3470(o Mortgage Lender's Name (if applicable) 0 17�- Mortgage Lender's Address City IJ State )-� /T� 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 BEF ,RRECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be deiivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. _ Signature46- --2 OWNER or AGENT The foregoing instrum nt was acknowledged before me this �— day of ` 20 iq by !�VL'�ll606 Y who is personally known to me or who has produced _qtL- as identification and who did take an oath. NOTARY PUBLIC: Sign Print: I 3 day of 7+�y v 20, by 1`4AA11it�.Cl�sz�(`� who Is oersonally k raw — me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign:�i .l' Print: �'t(YY �O�¢RY PA. Notary Pubk State of Florida Seal:. r, Seal: Tarnara Rubio-1�r uiza N • My Commission ,=r 975769 Fpires 0410212D20 APPROVED BY I Plans Examiner - Public State of Ftorida �o-Ar aU Notary Tarlara Rubio t;rX; za *� My Commission r 9+5769 Ex;�i;4s 04iO3/2 °A0$ of4,.- u as Zoning Structural Review (Revised02/24/2014) Clerk Address Owner Name Folio 149 NW 100 ST SU to PROPERTY INFORMATION Folio: 11-3101-023-0300 Sub -Division: BONMAR PARK ADDN RESUB Property Address 149 NW 100 ST Owner DENISE K WILSON Mailing Address 149 NW 100 ST MIAMI SHORES, FL 33150-1205 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 31 1 / 0 Floors 1 Living Units 1 Actual Area 1,874 Sq.Ft Living Area 1,818 Sq.Ft Adjusted (area Lot Size year Built Featured Oniine Taro, 3 Comparable Sales Non -Ad Valorem Assessments Property Record Cards Property Taxes Report Homestead Fraud Tax Estimator 1,699 Sq.Ft 8,071.01 Sq.Ft Multiple (See Building Info.) Glossary PA Additional Online Tools Property Search Help Report Discrepancies Tax Comparison TRIM Notice A Value Adjustment Board ASSESSMENT INFORMATION Year 2018 2017 2016 Land Value $177,551 $177,551 $177,551 Building Value $138,660 $129,049 $129,421 Extra Feature Value $0 $0 $0 Market Value $316,211 $306,600 $306,972 Assessed Value $213,921 $209,522 $205,213 4 1- TAXABLE VALUE INFORMATION 2018 2017 2016 COUNTY Exemption Value $50,500 $50,500 $50,500 Taxable Value $163,421 $159,022 $154,713 SCHOOLBOARD Exemption Value $25,500 $25,500 $25,500 Taxable Value $188,421 $184,022 $179,713 CITY Exemption Value $50,500 $50,500 $50,500 Taxable Value $163,421 $159,022 $154,713 REGIONAL Exemption Value $50,500 $50,500 $50,500 Taxable Value $163,421 $159,022 $154,713 BENEFITS INFORMATION Benefit Type 2018 207 2016 Save Our Homes Cap Assessment Reduction $102,290 $97,078 $101,759 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Widow Exemption $500 $500 $500 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). 4 ► 4 fit► 'WIN BONMAR PK ADD A RE -SUB PB 24-71 LOT 13 & E1/2 OF LOT 14 BLK 4 LOT SIZE 75.430 X 107 CASE# 07-1409 CP 04 SALES INFORMATION Previous Sale Price OR Book -Page Qualification Description 05/01/2007 $0 00000-00000 Sales which are disqualified as a result of examination of the deed 10/01/1985 $57,000 12694-2809 Sales which are qualified For more information about the Department of Revenue's Sales Qualification Codes. 2018 2017 2016 LAND INFORMATION Land Use Muni Zone PA Zone Unit Type Units GENERAL R-14.25, R-15 0800 - SGL FAMILY - 1701-1900 SQ Front Ft. 75.43 m BUILDING INFORMATION Building Number Sun Area Year Built 1 1 1941 1 2 2005 ., Building Sketches Available! EXTRA FEATURES Description I Actual Sq.Ft. 1,378 496 Living Sq.Ft. 1,378 440 Adj Sq.Ft. 1,378 321 Calc Value $177,551 Calc Value $103, 350 $35,310 Year Built Units Calc Value ADDITIONAL INFORMATION The information listed below is not derived from the Property Appraiser's Office records. It is provided for convenience and is derived from other government agencies. a LAND USE AND RESTRICTIONS Community Development District: NONE Community Redevelopment Area: NONE i Empowerment Zone: NONE Enterprise Zone: NONE Urban Development: INSIDE URBAN DEVELOPMENT BOUNDARY Zoning Code: R15 - Existing Land Use: 10 - SINGLE-FAMILY, MED.-DENSITY (2-5 DU/GROSS ACRE). Government Agencies and Community Services 1 OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Childrens Trust City of Miami Shores Environmental Considerations Florida Department Of Revenue Florida Inland Navigation District PA Bulletin Board t Non -Ad Valorem Assessments School Board I South Florida Water Mgmt District Tax Collector The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.a-ov/info/disclaimer.asp For inquiries and suggestions email us at http://www.miamidade.gov/PAPortal/ContactForm/ContactFormMain.aspx. Version: 2.0.3 EXEMPTIONS O BENEFITS Deployed Military Disability Exemptions Homestead Institutional Senior Citizens More > REAL ESTATE 40 Yr Building Re -Certification Appea"ng Your Assessment Defective Drywall Folio Numbers Mortgage Fraud More > TANGIBLE PERSONAL PROPERTY Appealing your Assessment Assessment Information Search Exemptions Extension Requests Filing Returns More > CLUtian`1 Address Blocking Change of Name Change of Address Change of Ownership & Title Declaration of Condominium ONLINE TOOLS Property Search Property Sales Tax Estimator Tax Comparison Homestead Exemption and Portability TAX ROLL ADMINISTRATION Appealing your Assessment Reports More > More > More > 'wermw ee,fica AIR AND HEAT 19063 NW 23 Place, Pembroke Pines, FL 33029 Dade: (305) 374-1060 Broward: (954) 450-5323 www.ProservAmerica.com DENISE WILSON 149 NW 100 ST MIAMI SHORES, FL 33150 Ship To: (305)992-3681 Date Invoice # 4/9/2019 I 17278 Payment Method: Cash/CC/Check TIME IN - TIME OUT Technician Rep Tech Time JDU JDU Description Quantity Price Each Amount RHEEM 4 TON 16 SEER 4,475.001 4,475.00 BTU: 44000 y CONDENSER MODEL NO. RAI648AJINA (` AIR HANDLER MODEL NO. RBHP24J 11 SH4 i HEATER INCLUDED (10 KW) ARI NO. 7943220 j INCLUDES: SAFETY FLOAT SWITCH; NEW LIQUID LINER DRYER; NEW LOCKING CAPS FOR FREON LINES; HURRICANE TIE DOWNS FOR CONDENSER ;VIBRATION PADS; UP -TO 5' OF NEW e REFRIGERANT LINES, AS NEEDED; UP -TO 5' NEW ARMOR FLEX INSULATION; FLUSH OUT FREON LINES TO REMOVE OLD R-22 REFRIGERANT; FLUSH OUT EXISTING DRAIN LINE (60-DAYS WARRANTY) FLUSHING OF COPPER LINES FROM THE OLD R-22 REFRIGERANT TO THE NEW R-410A; SEAL EQUIPMENT i CONNECTIONS; SPRAY FOAM BOTTOM OF THE LINE CHASE; 4 # NEW VIBRATION PADS; CONNECT TO EXISTING COPPER, ELECTRICAL, DRAIN LINE AND DUCT WORK.; MASTIC SEAL INSIDE PLENUM TO ENSURE NO LEAKS; REMOVAL AND LEGAL DISPOSAL OF OLD EQUIPMENT. i DIGITAL THERMOSTAT 1 FLORIDA POWER & LIGHT REBATE. I-150.00-150.00 ONE (I) -YEAR LABOR AND TEN (10)-YEARS MANUFACTURER'S WARRANTY ON PARTS AND COMPRESSOR. CITY PERMIT,EXPEDITING FEES,AND DAY OF INSPECTION, IF REQUIRED BY CITY. i *ANY ELECTRICAL UPGRADES ARE THE HOME OWNERS s RESPONSIBILITY* s Thank you for your business. a Total Page i WAIR �m �. ND HEAT 19063 NW 23 Place, Pembroke Pines, FL 33029 Dade: (305) 374-1060 Broward: (954) 450-5323 www.ProservAmerica.com DENISE WILSON 149 NW 100 ST MIAMI SHORES, FL 33150 Ship To: (305)992-3681 INVOICE Date Invoice # 4/9/2019 17278 Payment Method: Cash/CC/Check TIME IN - TIME OUT Technician Rep Tech Time JDU JDU Description Quantity Price Each ; Amount 5 YR. SERVICE AGREEMENT i BEGINS AFTER 12 MONTH OF INSTALLATION DATE. ; CUSTOMER MUST CALL TO SCHEDULE APPOINTMENT WITHIN 30 DAYS FROM ANNIVERSARY. IT INCLUDES: Adjust refrigerant up to 1/4 pound R-410A. Check thermostat operation. Check system temperature split. Refrigerant check. Inspect disconnect. Inspect fuses. ° Inspect wiring. Tighten electrical connections. y Inspect contactors, relay and pressure controls. Inspect electrical safety circuits. Check voltage and amperage to all motors. I Compressor check, amp draw and Connections. Inspect indoor blower and motor for dirt build-up. Inspect condenser motor. Inspect bearings & lubricate moving parts (if needed). e Inspect condensate drain. ! i Algae tabs condensation treatment. Inspect condenser and evaporator coil. Inspect duct seal at unit and secure panels. Leak check. exclude nitrogen testing. Safety control inspection. Run and test system. Vacuum drain line (maintenance only). One service per calendar year. ****This Service Agreement shall be voided if any Company other than j1 PROSERV AMERICA, LLC., services unit j I G Thank you for your business. Total Page 2 R es�i �.A4AAIRerica AND HEAT 19063 NW 23 Place, Pembroke Pines, FL 33029 Dade: (305) 374-1060 Broward: (954) 450-5323 www.ProservAmerica.com DENISE WILSON 149 NW 100 ST MIAMI SHORES, FL 33150 Ship To: (305)992-3681 Dale Invoice # 4/9/2019 17278 Payment Method: Cash/CC/Check TIME IN - TIME OUT Technician Rep Tech Time JDU q JDU 9 Description Quantity Price Each � Amount State of FLORIDA) County of BROWARD) i9 Sworn to (or affirmed) and subscribed before me this day of APRIL, 2019, by MANUEL R. BARRERA, who is personally known by i me. The undersigned Notary Public of the State of Florida, acknowledges that UE executed it, approving a/c model and price of unit bein a � a Far pU@ (votary Public Ste e of Florida j el Tamara Rubio My Commission r ulZa F 9'rw769 � ru r Expires 04103120, 0 Notary u tc, as t Con t ctor Signature. State of FLORIDA) County of BROWARD) 3 �r Sworn to (or affi ed) aqd sub tribe before me this -1 day of i APRIL, 2019, by GO)n who provided FDL #: as Identification. The undersigned Notary u lic of the State of Florida, acknowledges that s HE/SHE executed it, approving a/c model and price ci in t d. V. Pi, , Not' P e"� bGc State °f Florida r° Tamar Rubio-tir~;tAza FF 9757,69 q d _ cQ My Com �yrFOF ussion 4/03i2020 f�°o- Expires Owner, i i I Nota ic4st wle'Signature. I i 6 i 5 i i Thank you for your business. Trued $4,325.00 Page 3 40, ■a A .. Certificate of Product Ratings Ulf AHRI Certified Reference Number: 201291948 Date: 04-15-2019 Model Status : Active Old AHRI Reference Number: 7943220 AHRI Type: RCU-A-CB Outdoor Unit Brand Name: RHEEM • ' "" ' • Outdoor Unit Model Number (Condenser or Single Package) : RA1648AJ1 ,,,,,. ,.;. • • •. Indoor Unit Model Number (Evaporator and/or Air Handler) : RBHP-24 �' • • • • Region : All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, MD, ME,pMN, MO, MS, • • • • • MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VA, VT,VVixrI,SIVI, WY,13.4 Territories) • ~� • Region Note : Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed in al�regior s • •' •' , until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed in reftv?) far , . • • 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 onsored, independent, third party testing: Cooling Capacity (A2) - Single or High Stage (95F), btuh : 44000 M CHANICA'L REVIEW SEER: 16.00 APPROVED DATE 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. Ratinos that are accompanied by WAS indicate an involuntary re -rate. The new Published ratina is shown alono 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.shridirectory.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.: 131998142790334195 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tek (305) 795.2204 Fax:(305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: [VIC This form must accompany ALL air conditioning replacement applications. Each unit change•ou •must • • • •; • permit be on its own data sheet. Multiple units on single sheets are not acceptable. '• :"' '. ...... .... 1q61 NyV O ST • • •' • ' ...... Job Address (where the work is being done): • :....: City: Miami Shores Village County: Miami Dade ZipCoo'eclpeso .•••• ...... .... ..... ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CC ,0G*R3E"I`E s*jA .••.�. ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATIOt' A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITAL .0. � � • • • • .. . . .. AHRI DATA SHEET REQUIRED • Change disconnecting means: YES ❑ NO gI ARHI Sheet Attached: YES r I NO ❑ Contract Attached: YES E?( UNIT BEING REPLACED DATA NEW UNIT ('(\ MANUFACTURER II VI AHU or PKG. UNIT MODEL„ R 2 I S#{ "Q COND. UNIT MODEL# i3A I ko KW HEAT It NOM TONS AHU(,90 CU 140 PKG ✓ 1) M.C.A AHU CU YQ PKG AHU LJO CU atj PKG ✓ 2) M.O.P AHU4 CU ra PKG ✓ AH GE G 3) VOLTS AHU —.24fQ PKG UNIT PKG UNIT—---/—� EER/SEER -1,110 YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT YES NO YES' CN2 YES NEW 4"CONCRETE SLAB YES rv) NEW ROOF STAND YES I YES NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse(Breaker Siz ): t 0 3. Voltage of Circuit (208/240/480): ', .Ca— o a0 4. Size Disconnecting Means: FZ Contractor's Company Name:SRhc csAl Q,�� (� L(,�- Phone: nCt State Certificate o gis o. 14 1,b Certificate of Competency No. Q.P'Ll.,0-912'-t, Signatu Date: (Revised02/24/2014) MIAMaDADE 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.goy/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, III* use of construction materials. The documentation submitted has been reviewed and acce ptad by lXIam Dade • • 000 County RER-Product Control Section to be used in Miami -Dade County and other are 0 wherp•��owed by • • •;. the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade4ounty ProductContro):"� • • Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dade'Goiaty) reserve the right- • ; • • • to have this product or material tested for quality assurance purposes. If this pradlet•tr matpri4 Mils to• • • • • perform in the accepted manner, the manufacturer will incur the expense of such testing and th8'AHI may' immediately revoke, modify, or suspend the use of such product or material withW&U jurisdiction. RER ' • reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Prolxat• bontror • Section that this product or material fails to meet the requirements of the applicable b �ildur, codes • • ; • • • • ; This product is approved as described herein, and has been designed to comply with the FlortU MIding 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. 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. 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 Expiration Date: February 25, 2021 Approval Date: May 24, 2018 �5r14 ,V?,q Page 1 Rheem Sales Company, 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 Gra4 '4 d Roof . . ..... Mounted Applications", sheets 1 through 7 of 7, dated (k /1015, r.�w*.i. .s .ed on 11/20/2015, prepared by Engineering Express, signed and . caaled by -drank L • • • • Bennardo, P.E. • .... . ..... ...... .... ..... B. TESTS "Submitted under NOA # 15-0903.08" ..' ..' ' • • • • • • • • • 1. Test report on Uniform Static Air Pressure Test per FBC, TAS:292-94 along with % marked -up drawings and installation diagram of Rheem RA Series Nlechabicat Units, ""' prepared by American Test Lab of South Florida, Test Report:No• Y1323.01-15i 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 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. . 1 s r4,� 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 Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED .... . . .... ...... A. DRAWINGS •••••• •••• •••••• 1. Drawing No. 15-2543GA and 15-2564RE, titled "Wind Toad• Certification of • • • • Mechanical Unit Cabinetry and Steel/Aluminum Tie -Down Clfj; :.It Graid =r Rood .... Mounted Applications", sheets 1 through 7 of 7, dated 0&a 4 2015, rieAsgd orr •: • • • 01 /12/2018, prepared by Engineering Express, signed and• • seied by • Frafllc L" ": • Bennardo, P.E. • • • : • : 0 • . . . . ...... 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 61 Edition (2017) FBC issued by Engineering Express, dated 03/19/2018, signed and sealed by Frank L. Bennardo, P.E. 0F/ 14/�Vt i') 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 RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS 1f.000" T-}T--•T� 250"T-- 0.750' .15 \� � OO dY F • t SIM. TO © BUT s ^ SIM. TO ® BUT c ON OPP. FACE z ON OPP. FACE O O 0.306• O O r TYP. CONCRETE CON 0 SUPPORTING SUPPORTING O STRUCTURE BY STRUCTURE BY D OTHERS, TYP. B OTHERS, TYP. CONTROL BOX 1 MECHANICAL UNIT z MECHANICAL UNIT 1 N.T.S. FROMIsoMETRIC \,.Lj N.T.S. BAC(ISOMETRIC TIE -DOWN THESE MMETKICS ARE INTENDED FOR PRODUCT REVISED BRACKET DIAGRAMMATIGL PURPOSES ONLY, ALTERNATE RHEEM •o--PlYin• W1Td UI• F1oFW B•HM1ng MIAMI TECH CLIP: 14GA (0.07") UNITS LISTED HEREIN MAY VARY IN APPEARANCE a NOA-No. 1"321•11 ASTM A6S3 Fu-90 KSI STEEL (C jTD6)OR 0.080"S052-H32 (2)-i10 AL POST EYPIDRUon • 02/25a021 ALUMINUM (CUTDAS), MIAMI TECH KTT 1 RRCUTDSMK OR SMS PE0. ADJACENT BRAIXET, CONTROL BOX RRCUTDASMK TYP Miam rodlLot TYP. 0 BASE o0 NIT BASE U° rUNr ANCHOR PER °° PAN PAN ° PAN SCHEDULE 30DO PSI PIN CONCRETE BY OTHERS, TYP. © O&© O A © ARE SIM AND OCCUR ON OPR FACES 3 TIE -DOWN BRACKETS 1 N.T.S. ELEVATION ANCHOR SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (1)-1/4"0 STAINLESS STEEL T W BUILDOC TAPCON, (4THICK MIN, li'j FULL EMBED TO CONCRETE, 2W MIN. EDGE 3000 PSI MIN.) DISTANCE, 3" MIN. SPACING TO ANY ADJACENT ANCHOR. C 4P OFFSETME DINSI01 BE TAKEN FROM THI§ SFDE ONLY DATUM FACE a TIE -DOWN BRACKET LAYOU •• 1 N.T.S. PAY • • TIE -DOWN BRACKET OFFSETS: m MmF Qm Q. • • DIM. 4 RA131B, RA1324. RA1330, RA133B, RA134Z RA1418, RA1424, RAI430, RA1818, RP1416, RP1424, RP1Ri!♦ • • RP161B,RD141B,R'1524, • RD1• •• • • 1 .50' MAX OFFSET FROM DATUM FACE DIM. 2 24.50• MINT OFFSET FROM DATUM FACE DIM. 3 25.25" MIX OFFSET FROM DATUM FACE DIM. 4 13" MAX OFFSET FROM DATUM APPROVED DESIGN ASCE 7-lo vuTt-17s MPH CRITERIA: '�E MPH), EXPOS o v DESIGN 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 STRUCTURE - SOLID FREESTANDING WALLS' INSTALLATIONS AT GRADE ALL DESIGN VARIABLE ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26 d 29. GENERAL NOTES: E THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) d 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% INC0.EASE DI ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. _ 3. DESIGN d C E R TIFICA T I O N Of THE UNIT CABINETRY IS APPROVED THROUGH TEST REPo0.TIW323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT (120 LB MINIMUM) OF MECHANICAL UNIT SHALL CONFORM TO ]IMITATIONS STATED HEREIN. ALL MECHANICAL SPECIFIGTLONS (CLEAR SPACE, TONNAGE, ETC.) SNAIL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CDN77UCT00. S. TAPCONS REFERRED TO HEREIN SHALL BE IT1N BUILOIX BRAND, ASTM F593 410 STAINERS 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 I10 (14 MIN THREADS PER INCH) ASTM F593 410 STAINLESS STEM OR EQUIVALENT ONLY. PROVIDE (5) PITCHES MINIMUM PAST THE THREAD PLANE FOR SHEET METAL SCREWS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION 70 PREVENT ELECTROLYSES. 6. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF T105 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 INSUUTE ALL MEMBERS FROM DISSIMILA0. MATERIALS TO PREVENT ELECTROLYSIS. & ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED d INSTALLED BY OTHERS. 9. THE ADEQUACY OF ANY E%ISRNG STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SMALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIOXAL AND IS NOT INCLUDED IN THIS CERTh7GTlON.IXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIDNS ARE INTENDPo. 10. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROMTHE CONDITIONS DETAILED HERIIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR • •U501N WNJUNSTTON WITFrlIIIS OOWM@JT. 11• WATER-WGlF4E55 OFpOSjING•IOST SUBSTRATE SHALL BE THE FULL • RESPQNQBII jTY QF TTiE INWALyNG CONTRACTOR. CONTRACTOR • •WSEALNERED B RE�DR`D AQERfAB1YCATYINAND ySTALUIOOF STRUCTURE • • PRODQSYD HERaN: THY; ETYi1Nl01E6XALL NOT BE RESPONSIBLE Po0. ANY WATERPROOFING 00. LEAKAGE ISSUES WMQ1 MAY OCCU0. AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY Of THE INSTALLING CONTRACTOR. 1 2. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE VUR VEND SPIEVF*.ISED IN jFliS DOCUNIPIT, SEE SECTION 26.7.3 OF ASCE BFAIA os 14 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ¢mw td$ gq�8 §z� ogre �g� � 8 W w d: 115-2543GA I RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS CONCRETE CONCRETE SUPPORTING SUPPORTING STRUCTURE BY STRUCTURE BY D OTHERS, TYP. B OTHERS, TYP. CONTROL BOX 1 MECHANICAL UNIT 2 MECHANICAL UNIT 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC THESE ISOMETRICS ARE INTENDED FOR (2)-*10 SMS PER BRACKET FOR UNITS DIAGRAMMATIGL PURPOSES ONLY; ALTERNATE RHEEM UP TO 35' TAU_ (3)-f10 SMS PER UNITS LISTED HEREIN MAY VARY IN APPEARANCE BRACKET FOR UNITS UP TO 39' TALL (ONLY (2) SMS SHOWN BROW) L POST ADJACENT TO CONTROL BOX TYR ANQIOR PER I IQnI �� pAN BASE I IUOI ' I µ BASE Mo 3000 PSI MIN. ' CONCRETE BY © O�© OTHERS, TYP.v. • ® ARE SIM AND OCCUR ON OPP. FACES 3 TIE -DOWN BRACKETS 1 N.T.S. ELEVATION ANCHOR SCHFDl1LE SUBSTRATE DESORIMON CONCRETE: (1)-1/4.0 STAINLESS STEEL ITW BUILDEX TAPCON, (4THICK MIN, li'f FULL EMBED TO CONCRETE, 2)j' MIN. EDGE 3000 PSI MIN.) DISTANCE, 3' MIN. SPACING TO ANY ADJACENT ANCHOR UNIT BASE PAN 1i 1.000' 0.750• 1.250 00 00 00 O 'o O • 0.306' O 0 TYP 0 O �t 1.000' TIE -DOWN BRACKET MIAMI TECH CLIP: 14GA (0.077 ASTM A653 F -90 KSI STEEL (CUTDB) OR 0.080- 5052-H32 ALUMINUM (CUTDA8), MIAMI TECH lOT t RRCUTDSMK OR RRCUTDASMK GOFFSDIMENSION SHALL _ 4. BE1P ET TAKEN FROM 1_�` -FAIT STDE ONLY DATUM FACE V 4 TIE -DOWN BRACKET LAYOUT•• ••: .•. .•• 1 N.T.S. 1 • • i • • i i : %: • • • • • • • APPLICABLEA1435, • • • • • • • PRODUCT REVISED TIE -DOWN BRACKET OFFSETS: Al RA74b R",43a, RA,442B, comeg • ld. 8•B•Ing Ood• RAIB24, RA18388, RA1842B, NOA-No. 18-0321.11 RP1330, RP1348, RP1438, RP1442, RP1448, RP1530, RD1430, RP1638, • • • • • IH lotion D 02125/2021 RD1438, RPtli42, RD1443N • 000 • • • • • RAAlA1724, RAA1A2DA • • • • • • • DY RAMA2024 RPAUP172lTFIUP173S • • • • • • • • • NY•T•�•• �� on tml RA R A1736, RPAR2A20 • • • DD4. 1 or 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 • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Wllil�;WfIE N W x u C H: g R 0 2i t m W g< qq qgq O=[ ~ G 15-2543GB RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS CONCRETE CONCRETE SUPPORTING SUPPORTING STRUCTURE BY STRUCTURE BY DB OTHERS, TYP. OTHERS TYP. CONTROL BOX MECHANICAL UNIT MECHANICAL UNIT 1 N.T.S. FROM ISOMETRIC �fN.T.S. BACK ISOMETRIC ANCHOR PER SCHEDULE 3000 PSI MIN. OONCRETE BY OTHERS, TYP. THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHI£M UNITS LISTED HEREIN MAY VARY IN APPEARANCE «rf SMS PER RNAL POST ADJACENT TO BRACKET, CONTROL BOX -LOWER �• PANEL 7YP. 8 00 UNIT BASE �O NIT BASE Q� NIT BASE PAN �0 PAN 0O PAN ® S Q ARE SIM AND OCCUR ON OPP. FACES 3 TIE -DOWN BRACKETS 1 N.T.S. ELEVATION ANCHOR SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (l)-1/4'0 STAINLESS STEEL RW WI DEX TAPCON, (4THICK MIN, li'e FULL EMBED TO CONCRETE, 2W MIN. EDGE 30DO PSI MIN.) DISTANCE, 3' MIN. SPACING TO ANY ADJACENT ANCHOR. 1 111.000• -h o.7so• 1.250 00 00 00 p O O 8 0.306" 0 0 TYP O 0 1—t 1.000• TIE -DOWN BRACKET MIAMI TECH CLIP: 14GA (0.07) ASTM A6S3 Fu-90 KSI STET (CUTDS) OR 0.080. 5052-H32 ALUMINUM (CUTDAB), MIAMI TECH KIT t RRCUTDSMK OR. RRCUTDASMK t37.25' 01�Y" RFAIA,I�� No 9 o - Li /.1RT R \ ORTfYLY nr. swt \ewx w IL IpIIMT, \.�� a Trm eoaworY �mmwsmwm nTr�c n \o nnwTur a swsT i O N Z• W3���N W LL�� Ww a ._ CO 3 R O ,N.� W 11 O'. � D t7 Ence w O yWj . Li �8 0 Z � D ED z 8Sr � boo Lu g Ce LDIM.CLI AO CLIP OFFSET DIMENSION SHALL _ - - _CONTROL BETAKEN FROM THIS SIDE ONLY DATUM FACE HII, •• BRACKET LAYO ••• • • •.: • • • •• 4 TIE -DOWN k,.Ij N.T.S. PLAN • • • • • • • • • • • B `� �� • • • • • • • • • • • • PRODUCTREVISED 15-2543GC TIE -DOWN BRACKET OFFSETS: AP LEiA1�ODELS- B IIdcaLal•p=.1mtheFl•rid• RAI"S.RA1460, NOA-N - 18-0321.11 �,g�mw, RA1630, RA1636A. • • 090 • • • • • it-llon D 02f25=1 °� 7 RPA1P2036, • • • • • • • •• • • • • ••• •gy • • • • • • • • • • •M • duc! Control • •• • • • DIM. 1 or 4.50" MAX OFFSET FROM DATUM FACE DIM. 2 30.00' MIN OFFSET FROM DATUM FACE DIM. 3 31.00' IN OFFSET FROM DATUM FACE DIM. 4 13.00' MAX OFFSET FROM DATUM FACE • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • IC RHEEM SALES COMPANY, INC. WIND LOAD CEER�TIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS' Vtii1,51AAx 3S �yy(d,� V;S �S H�' - a •. •?S7,sf .0.750" '�0A 1.20 0 (ON TO BUT SIM TO Q BUTPP. FACE ON OPP. FACE ~ C o0 CONO(ETE O 0 ICREfE SUPPORTING IRTENG STRUCTURE BY 0.306. 0 PRE BY S, TYPp' B OTHERS, TYP. CONTROL BOX D TYP. 1 MECHANICAL UNIT z MECHANICAL UNIT 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. T---T 1.000" BACK IsoMETRIC TIE -DOWN RE THESE ISOMETRICS AINTENDED FOR BRACKC 1T DMCRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM UNITS LISTED HEREIN MAY VARY IN APPEARANCE MIAMI TECH CLIP: 14GA (0.07' ASTM A653 Fu-90 KSI STEEL (CUTD30) OR 0.080' (4)-f10 POST 5052-H32 ALUMINUM (CUTDAIO), MIAMI SMS PER ADJACENT TO TECH KIT f RRCUTDLK OR RRCUTDALK BRKET, CONTROL BOX TYP. 119 i � M'U= A BAR 3000 PSI MIN. { CONCRETE BY S OTHERS, TYP. © O&© Q k ® ARE SIM AND OCCUR ON OPP. FACES 3 TIE -DOWN BRACKETS 1 N.T.S. ELEVATION ANCHOR SCHEDULE: SUBSTRATE! DESCRIPTION E CONCRETE: (1}1/4Y CARBON STEEL STNPSOII STRONG BOLT 2. '+ (4' THICK MINT CONCRETE, T ID.I EDGE DISTANCE, 3' MDL 5►ACD1G 7D ANY AD: 3DOO PSI MIN.) (0-1/4• CARBON STEEL POWERS WEDGE BOLT+, 2)P MIN EMBEI 3• MINN. EDGE DISIANCE, T KIN. SPACTAW TO ANY AWACM 1 SUPPORTING CONCRETE SUBSIMTE DEPTH SHALL BE A MINIMUM LnW#CHOR EMB®. EITHER ANCKOR FROM THU SO FlIULE MAY BE USED FOR BISTALIATtgI. PAN CLIP OFFSET DIMENSION SHALL �. _ (fE TARN FROM THIS SIDE OTILY DATUM FACE •• ••• • • • • • •• 4 TIE -DOWN BRACKET LAYOUT •.: 1 N.T.S. MJW . .. ... • • • • • • • • • • • • PRODUCT REVISED TIE -DOWN BRACKET OFFSETS: ymy e naiDO G•FI.w "'• F'""da RA7 RA1 1880, RP1380, RP1480, MB, RP/680, NOA-No. 18-0321.11 RD1460, RAA)A1748, RARJ4W. • • • • • • • • ■Lplration D•t 02/2512021 RAA142048, RM1A20B0, QPIUP1748, • RPA)P1780, RPAMM, 61P2D80, • • • • • • • • • • • • • •By • • • • • • • • • • •MI L+Dduc! oM 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 33.00' MAX OFFSET FROM DATUM FACE • • • • • • • • • • • • • •• •• • • • •• •• I 15-2543GD 4 RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICATIONS EKMJO EDVWW UNIT UM I �ala—ma 2 MOUNT ISOMETRIC VIEW $UPPOKrMIAME L L N.T.S. FRONT ISO / BAOI ssD A TO PMME `VITX(iF%'BTIRLIOLte I4R AT TIE WAMER\ BETWEEN INTERFACE IANl1LE MM IMMA10 AM TRACE ME (MIL OF (4) AWSWALB ATTACH ANGLES TO USE eaLn 1ARL BE USED) FRAME ) TLH1114'. I RHO'( yLWIGAm TmNALUMINUM CENTEMED ABOUT au9rDNr FRAME SUPPORT FAME. TYP. OfIQIR TW SLAPoRTFRAME(BY C.T �,j(0 :D VIEW °�Tm DNT ISOMETRS TIESEASOIAETRICSNtEKTEM EDP00. 3 SUPPORT ANGLE OWORAMMATNDLL PURPOSES OILY.&TERHATE IemM UNITS UBIED HEREIN MAY VARY IN APPEARANCE 1 R.T.S. ELEVATION POST BY S/O SMS PER CONMOL BOXTYP.0 jw— ALUMINA B A COMMER WITH VWX ER NUT FASTENNPOST POSE CUPSTOPOST ISCUMUM�IAP. 07M5 E NOTSN AN PoRCIMIfY. TYP. ABOUT SUPPORT FRAME TV a TIE -DOWN CLIP ATTACHMENTS 1 N.T.S. ELEVATIONS E 37111%)-401WAM LONG MINW ANTE CENTERED UT &UPPORTFRAME TYP. TIE -DOWN CLIP OFFSETS: ----- DIN. 1 4-W IRA OFFSET FROM DATUM FACE DIM. 2 A.W. .Sr MIN OASET FROM DATUM CAC! C A: C1DQ DIM.] 2&Zr MM OFFSET FROM DATUM FACE U►Po0.T FRAME DIN. 4 Ir MAX OFFSET FROM DATUM FACE V=1 H el D OTHERS),, M. T-- O � < 3jr0 THRU SOLT WITH I WASHERS & N r CLIP OFFSET DIMENSION6FTA1(F/IFFON-THIS SIDFOALIr D �"�/ �pXSiQL —SU NG FFRAME DAMN FACE s TIE -DOWN CLIP LAYOUT 1 BLT.s. NOTE UNIfsILAl1 ➢[CENTERED PUN ABOVTTIE ffi RAIL TO IVL BUPPORTIMG PRATE @Y OT/IER6) .TSOu t u ARY TIRE DO DO 00 00 0 REFERENCE CIF_ARANOE HOLE ON SLOT At 0.� 11 >m>D 1.tIVLlE TIE -DOWN __ CLIP MMMTECMcUF,.IYYA PROD ASTM ASSS F ION STEEL(CVrDIOL MAW TEGINRP RRCUrD30K APP .Awu�F1 S., RA131B, RA1324. RAI330. RAI330. RA1342. RA1410, .1424, RA1430. RA101B, RP1410. RM424. RM430, RPj610. RD1418, RP1624, RD1424 • • • • • PRODUCT REVISED • as eompylnp Mtll t11• kxrmoum CEdE Building NOA-Nw 1"321.11 ERpl-tlon b 02• By • 110•m • Pro uet APPROVED DESIGN CRITERIA: APPROVED DESIGN 200 PSF LATERAL CRITERIA: WIND LOAD 100 PSF UPLIFT WIND LOAD (CONCURRENT) DESIGN NOTES: SIIESPEaFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 16 DFTME FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. DESIGN PRESSURE REQUIREMENTS SMALL BE DETERMINED W A REGISTERED DESIGN PROFESSIONAL ON AJOB-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERFDF/G CODE. GENERAL NOTES: 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SDRM EDITION (2017). 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 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. i DESIGN B CERTIFICATION OF THE UNIT CABINETRY 13 APPROVED THROUGH TEST REMJRTP0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT (120 LB MIMIMUM) OF MECHANICAL UNIT SHALL CONPoRM TO LIMITATIONS STATED HEREIN. ALL MECMAI4CAL SPECIFICATIONS (GEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER REM MENDATMNS AND ARE THE ID(PRESS RESPONSIBILITY Of THE CONTRACTOR. S. ALLSHEET METAL SCREWS U5EDTO FASTER CLIPS TO MECHANICAL UNITS SHALL I E P10 (14 MIN THREADS PER INCH) GRADES STEEL OR EQUIVALENT ONLY. BOLTS USED TO FASTEN ALUMINUM ANGLES TO SUPPORTING FRAME @Y OTHERS) SMALL BE ASTM P593 410 STADRBS STEEL OR EQUIVALENT AND SHALL UTILIZE SAE GRADE WASHERS! NUTS. PROVIDE (S) PIRHES MINIMUM PAST THE THREAD PLANE FOR SHEET METAL SCREWS. ALL FASTENERS SHALL HAVE APPROPRIATE CDRNOSION PROTECTION TO PREVENT ELECTROLYSE. ALL FASTENER CGINECROMS TO ALUMINUM SHALL PROVIDE 2XDIAMETER EDGE DISTANCE 6. ALUMINUM ANGLES SPECIFIED HEREIN SHALL N 6061-TES ALUMINUM ONLY. 7. CONNECTIONS TO THE SUPPORTING FRAME (BY OTHERS) CONSIDER A FRAME MEMBER THAT IS 6061.76 MDY ALUMINUM WITH A MINIMUM 0.094• THICK RANGE AT ATTACHMENT POINT. PERFORMANCE OF THE NAD AS A STRUCTURAL MEMBER TO SUPPORT THE UNIT ASSEMBLY SHALL BE PER SEPARATE CERTIFICATION. \. THE CONTRACTOR 15 RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 9. ELECTRIC& GROUND, WHEN REQUBIED, TO BE DESIGNED & INSTALLED BY OTHERS 10. THE ADEQUACY OF ANY Ex1STVIG STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSUTE DESIGN PROFESSIONAL AND IS NOT • 016MUMFD INTHES C•MPrCF•IONaNCE/T Ak �RESSLY PROVIDED HEREIN. w AD�TIOTML C•OIF•'ATItLS CIS AFF•MATIONS ARE➢lTENDED. 11. ETA&RRED ]S C•NEIs AND DOB NOT PMVmE CROM��Y)O PPO0�R1NQ�LNEETT 0. LICI®CC. . O DIFFEREM FROM AACIIIECflUL7REP AD•OCOMEITTS FOR USE IN • . WATER-TIGHTNESS AT MICIEO• ESS AIs STING MOST 12. WATER•TIGMIN O OF DUSTING STAL HOST SUBSTRATE SHALL A THE PULL MALL ENSURE THAT ANY OFTHE VED OR LING CONTRACTOR. CONTRACTOR MEMBRANE ENSURE7HAFANYABRICA TOR ALTERED LLATTOROF INGSTRUCTURE MEMBRANE& RESTORED AFTER FAQIR ALL AND INSTAIIATION OF STRUCTURE PROPOSED HEREIN. 774E ENGNEER SHALL NOf��EE RESPONSE FOR ANY WATEIVROOFIMG • O0. LEAI(A& ISSUES AIM MAY OtLUR AS WATER[-TIGIffNBs SHALL eETxe FULL RLBPONIBUR 1TItEF THE IDSTAb im CONAAC1eI • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • IN • • • • • • • • • • • • • ••• • • • ••• • • 115-2564RE I m RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICATIONS owlnoeDVIEW ,pp �* UNIT 1 MOUNT EXPLODED VIEW \J 1 / N.T.S. FRONT L'DMETAIC POST BY THESE ISOMETRICS ARE nra4DEDFaa pAGRAwAnaLFURPosEa ONLY. ALTERNATE RNEEY UM LI61ED /RiN!]N WY VARY w AREARANCE 1, It S� N N L- SEE DETAILA U z MOUNT ISOMETRIC VIEW 1 N.T-', FRONT ISO / BAOC 150 F SUPPORTFRANE(SY— I DL741aI TO CE7RERI On16t4). TYP. 3 SUPPORT ANGLE \..Lj N.T.S. ELEVATION a TIE -DOWN CLIP ATTACHMENTS 1 N.TS ELEVATIONS LONG ..TrP TIE -DOWN CLIP OFFSETS: -- - OIM.1 4.50' MA% OFFSET FROM DATUM FACE B •I DIM. 2 128.00, MIN OFFSET FROM DATUM FACE 'lJ DIM. 3 29.00' MEN OFFSET FROM DATUM FAfi FRAME (BY DIM.4 1 I3.00' KA% OFFSET FROM DATUM FACE -1- 1 -- DIM. 1 p - - 3/e•e THRU eoLT wTIH -- • -- WASHERS N NUT ENSIOO% T DIM (ON SHALL FASTENDIG ANGLE TO TOM11fIS MDEONLY DATUM FADE SUPPORTING FRAME s TIE -DOWN CLIP LAYOUT NOTE UNIT SHALL BE CENTERED ABOUT THE 20• RAIL TO RAIL SL 1 N.T.S. PLAN PPDRiwO FRAME (BY OTHERS) 750 1 BONS HOLE )ETAL4M Ell, �0SOX" NOLEOR LE SLOT NLP 0 REFERENDT �0 Daoer 00 �10 TIE -DOWN CLIP LUMA TECH O.P. I20A 10 TAST � FM eIKS TECH KRe RRCUTDS4K APPLICABLE MODELS: RA1348, RA14A RA144261, RA1624, RA163M RA16420, RP1336, RP1348, RP1436,• • • • • , • • • • • • • • RP1442, RP1448, FINS • • • • • • i RD1430 WIWI$. RD1431k • • • • • • • • RP1542, RD1442, RAIUAI704, • • • • • • • • • • „ RAAIA2036, R"A2024 • • • • • • • • • RPA1P1724, RPNP1736,• • • • • • • • • • • • RA/I IA47LI RPAIP7024 PRODUCT REVISED as 4:oM9p1 Fnpg with th• Fha da • • • • • • • • • • • Building ed• NOA-No. 18-0321.11 • • • • • • • • • • • EAplwlh D 02M 2021 ............ • • • f • • to .1 n.. PFod• trol ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a NO FIHT 1 m M cc W.�I�IJ W In W ov = ED 4'9W� W �m.2 b ow W U F 2 s lA L) 8 W tS r E Lui u o qg� 115-2564RE I RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICATIONS SV3YUC x SV"N)-ROTYUQ LONG •LULBNUN ANGLE CENTERED ABOUT SUPPORT FRAME. TYP. a TIE -DOWN CLIP ATTACHMENTS k,ij M.T.S. ELEVATIONS TIE -DOWN CLIP OFFSETS: -___ DIM. 1 0.50' MAX OFFSET FROM DATUM FACE 3 0 X L DIM. i 30.00' MIN OFFSET FROM DATUM FAQ B C OIM. 3 3L00• PPDRT MIN OFFSET FROM DATUM FAQ 0.75' • • 000 • • • • • • • FRAME (BY DIM. 4 13.00' MAX OFFSET FROM DATUM FAQ • • • • • • • • • 0.125' . . • • N m OTHERS), TYP. 'T ! • • • • • • • • • • APPLICABLE MODELS: 0.216' 1'X3'XW RDNFORCEFEMT • ! • • • • • ! • 1 p p • RA13B0, RA1442A, MIN. PLATE ATTK UN 000 • •CLI • • i RAI44B,RA,480, RA1630, THE FUNGE FOR AN rec« are RROOMW ----' DIM.1 ° - 3/BroTHRUBOLrwmR RA 8, OVERALL FLANGE TMZXNESS OF0.216Fm1,Tw. PRODUCT REVISED CLIP OFFSET DIMENSION FSi WASHERS B NYT FASTENING ANGLE TO RA1 RA1848, 788D� SUPPORTING (BY OTHERS),TYP. P� F� �e Florida BYlldl �SILLLL BE TAKEN FROM �H-L4 Y VC ONLY - X SUPPORTING FRAME. RP,380, ,548. g GOO•�� DATUM FAQ RD1446, RP,SBO. RD14B0, � • • • : • : o. , 5 TIE -DOWN CLIP LAYOUT RAAIA174S,RAAJA,7eo. l o� REINFORCING PLAT t i . • . ... ! ! . . ExplmOA- 02125"32,.,, E:Plratlen ouurios, R/WA2048. RANA2080, 1 6' - 1'-D' SE O� • • . . • • • • • • • • • 1 N.T.S. NOTE: LRST SHALL BE CENTERED PLAN RPNP1748, RPA1P778D. • • •• • •• • • • By ABOUT THE 30' RAJ TO RAJ SUPPORTING FRAME O1HBt5) RPNP2048, RPA1P20B0, • - • • • • • • Mlam Yc! (BY ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 N N in W2DLL WW o .x ?R>� ZNo W� W Id 0 Lu s W RD 0 I 15-2564RE I m