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All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 06/25/2021 Permit Number: 5� � 1 L LIT QU- IP: c c 0 P, 0 c k Building Permit Application Planning and Development Services Building and Code Regulation Division Commercial Residential X 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 PERMIT APPLICATION FOR: plane, K Fair PROPOSED IMPROVEMENT LOCATION:3017 Eagles Nest WAY Address: 3U17 Eagles Nest WAY Port Saint Lucie, FL 34952 Property Tax ID #: 3424-702-0208-000-4 Site Plan Name: Project Name: Diane K Fair DETAILED DESCRIPTION OF WORK: AC CHANGE OUT FOR A 4 TON YORK UNIT//14.00 SEER New Electrical Meter Second Electrical Meter I CONSTRUCTION INFORMATION: Additional work to be performed under this permit— check all that apply: XMechanical _ Gas Tank —Gas Piping _ Shutters Electric _ Plumbing _ Sprinklers Total Sq. Ft of Construction: Cost of Construction: $ 5933 Generator Sq. Ft. of First Floor: Lot No. 20 Block No. 64 Windows/Doors Pond Roof Pitch Utilities: —Sewer _Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name Diane K Fair Name: GRETA B SMITHMITH Address:3017 Eagles Nest WAY Company:All Year Cooling & Heating Inc. City: FORT PIERCE State: _EL Zip Code: 34952 Fax: Phone No.772-877-5407 Address:4300 NW 124th Ave City: Coral Springs State: FL Zip Code: 33065 Fax: Phone No954-799-0110 E-mail: permits@allyearac.com Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E-Mailpermits@allyearac.com State or County License CAC058160 11 vauc vi LUnxrucLivn is cavu or more, a KtcUKutu Notice of commencement is required. If value of HAVC is $7,500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: x Not Applicable MORTGAGE COMPANY: x Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: x Not Applicable BONDING COMPANY: x Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in paying twice for improvements to your property. A Notice of Commencement must be recorded in the public records of St. Lucie County and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. N t cc �e� F-•Rl�+ Signature of Owner/ Lessee/Contractor as Agent for Owner Vgnature of Contractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF St. Lucie County COUNTY OFBroward Sworn to (or affirmed) and subscribed before me of Sworn to (or affirmed) and subscribed before me of x Physical Presence or Online Notarization x Physical Presence or Online Notarization this 25 day of JUNE 2020 by this 25 day of JUNE 2020 by Diane K Fair GRETA B SMITH Name of person making statement. Name of person making statement. Personally Known OR Produced Identification x Personally Known x OR Produced Identification Type of Identification Type of Identification Produced Driver's License Produced (Sign g = Pubk€ite. af�ftor7 '�" „- "— (Signature of Notary Public- State of Florida ) Commissio SHARLIN UELIAN :0.,4 ` MY COMMISSION 4 C.galft 26 *= )' ^, F.:XPIFtE3: 'epiemhar 25, 2U23 � n _ i1 Commi i.oir6r�• SHARLIN VELIAfV (Sea '• Bonded Thru Noiary Pcblic Undnnwihrs c`s> = MY COMMISSION # GG 916726 :�• z , EXPIR :S o , o 2 Bonded Thru N tary Public Underwriters i REVIEWS FRONT ZONING SUPERVISOR PLANS" '\`Efff fl' - '"MANGROVE `}ffl`RTE� COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. 5 11:14 Done Forrest Faire.pdf V-888) 373.11850 Ej yq - 0-7 SKI W D-Ltf",— P.,.W py AA V— Cudir,2 L7" I-ajq p4fd- ❑l4.y Hour QAak C] WAI..'f Bnlnal er r-!, ')S-5z.ju apt 0 V.1" Aj4WOw AfTUll" Cl "C4 li-6. AAmtL— IKI ==='r P-J. 2 W11JIMINTI IM,if-IF AVER 111C —6. — AE op.. OA W[3r,.4 0:.Na d-4"" 0 (I �2.k—w 0�;—j —Y Faro. r. lt'wrbr ON— Rm UA—I-y Ch�iwlj —.l IT U C.FT- L,4.id L—. I- u --- 0 Nnr re Fucng C-M I 0 1— HQ V— Vc"t Vidiryg&w Rchlr Wl FAU-6d AVrte.? S Cnr or. Michelle Franklin, CFA -- Saint Lucie County Property Appraiser -- All rights reserved. Property Identification Site Address: 3017 Eagles Parcel ID: 3424-702-0208- Account #: 155561 Sec/Town/Range: 24/36S/40E Nest WAY 000-4 Map ID: 34/24S Zoning: Planned Un Use Type: 0200 Jurisdiction: Saint Lucie County Ownership Legal Description Diane K Fair EAGLE'S RETREAT AT SAVANNA CLUB PHASE 2 (PB 43-21) 3017 Eagles Nest WAY BLK 64 LOT 20 Port Saint Lucie, FL 34952 Current Values Historical Values 3-year Just/Market: $115,600 Assessed: $64,653 Year Just/Market Assessed Exemptions Taxable Exemptions: $40,153 Taxable: $24,500 2020 $115,600 $64,653 $40,153 $24,500 2019 $116,500 $63,200 $38,700 $24,500 2018 $100,700 $76,820 $75,000 $1,820 Date 10-15-2018 10-15-2018 03-24-2005 View: Year Built: 2005 Primary Wall: Bedrooms: 0 Full Baths: 0 Half Baths: 0 Sale History Book/Page Sale Code Deed Grantor Price 4204 / 1060 0139 LE Savanna Eagles Retreat LLC $169,000 4204 / 1057 0111 LE Watts Robert A $0 2199 / 2117 XX01 LE Community Savanna Club JV $0 Primary Building Information Finished Area of this building: 1,838 SF Gross Sketched Area: 2,764 SF Roof Cover: Frame: Story Height: 1 Story A/C %: 100% Heated %: 100% Sprinkled %: N/A% Exterior Data Roof Structure: Grade: SAVL No. Units: 1 Interior Data Electric: Heat Type: FrcdHotAir Heat Fuel: ELEC Total Areas Building Type: MHA Effective Year: 2005 Secondary Wall: Primary Int Wall: Avg Hgt/Floor: 0 Primary Floors: Finished/Under Air 1,838 (SF): Gross Sketched Area 2,764 (SF): Land Size (acres): 0.14 Land Size (SF): 6,000 Total Building Count: I Special Features and Yard Items Type Qty Units Year Blt All information is believed to be correct at this time, but is subject to change and is provided without any warranty. © Copyright 2021 Saint Lucie County Property Appraiser. All rights reserved. Certificate of Product Ratinas AHRI Certified Reference Number: 204284156 Date : 06-25-2021 Model Status : Active AHRI Type : SPY -A (Year -Round Single -Package Air -Conditioner, Air -Cooled) Outdoor Unit Brand Name : RUUD Outdoor Unit Model Number (Condenser or Single Package) : RACA14048BJT"'AA Region : All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, MD, ME, MI, MN, MO, MS, MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VA, VT, WA, WV, WI, WY, U.S. Territories) Region Note : Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed in all regions until 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 RUUD product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of AHRI 210/240 with Addendum 1, 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 : 44500 SEER: 14.00 EER (A2) - Single or High Stage (95F) : 11.00 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. Ratings that are accompanied by WAS indicate an involuntary re -rate The new published rating is shown along with the previous fie WAS) rating DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; ®® entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, personal and confidential reference. AIR-CONDITIONING. HEATING, CERTIFICATE VERIFICATION & REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectory.org, click on "Verify Certificate" link ,,c ❑ akc lift bcucr'" 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. ---- — — --- ---- ©2021 Air -Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 132691188649320251 Certificate of Product Ratinas AHRI Certified Reference Number: 204284156 Date : 06-25-2021 Model Status : Active AHRI Type : SPY -A (Year -Round Single -Package Air -Conditioner, Air -Cooled) Outdoor Unit Brand Name : RUUD Outdoor Unit Model Number (Condenser or Single Package) : RACA14048BJT"'AA Region : All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, MD, ME, MI, MN, MO, MS, MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VA, VT, WA, WV, WI, WY, U.S. Territories) Region Note : Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed in all regions until 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 RUUD product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of AHRI 210/240 with Addendum 1, 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 : 44500 SEER: 14.00 EER (A2) - Single or High Stage (95F) : 11.00 t"Active" Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale; OR new models that are being marketed but are not yet being prod uced."Production Stopped" Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratinas that are accompanied by WAS indicate an involuntary re -rate The new published rating is shown along with the previous (i.e. WAS) rating. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; ®® entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's individual, lag 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.ahrid!rectory.org, click on "Verify Certificate" link ilc ctt _," and enter the AHRI Certified Reference Number and the date on which the certificate was issued, we in u, which is listed above, and the Certificate No., which is listed at bottom right. - — -- ----- ----- — ©2021 Air -Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: 132691188649320251 6/9/2021 Florida Building Code Online --_ BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search i I Irn i(ja r, 'pI ° Product Approval I.I—I USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL26981-R2 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Rheem Manufacturing Company Address/Phone/Email 2600 Gunter Park Drive East Montgomery, AL 36109 (334)260-1393 ron.marcelino@rheem.com Authorized Signature Ron Marcelino ron.marcelino@rheem.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bennardo, P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Troy Bishop, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL26981 R2 COI INDEPodf Standard Year ASTM E330 2005 TAS 202 1994 Florida Licensed Professional Engineer or Architect FL26981 R2 Equiv EQUIV.pdf https://foridabuilding.org/pr/pr_app_dti-aspx?param=wGEVXQwtDgsejA7AarRF°/a2b8pl6UEYG3JVs8mr7eV3wPUsylRV2FNarA%3d%3d 1/2 6/9/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved of Prod FL # Modell Number or Name 26981.1 Rheem Packaged Units Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +200/-133 Other: 200 psf Lateral and 133 psf Uplift 08/11/2020 10/19/2020 06/22/2020 10/20/2020 O Description Cabinetry and tie -down certification, ground and roof Installation Instructions FL26981 R2 II TER.pdf Verified By: Frank L. Bennardo, P.E. PE-6046549 Created by Independent Third Party: Yes Evaluation Reports FL26981 R2 AE EVAL.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here Product Approval Accepts: 0 0 IRIA Ecra M Sxeavft�• v.;•nu,yq https-l/floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsejA7AarRF%2b8p16UEYG3JVs8mr7eV3wPUsvIRV2FNarA%3d°/ 3d 919 ���" ENGINEERING ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT August 13, 2020 Application Number: EX Project Number: Product Manufacturer: Manufacturer Address Product Name & Description Scope of Evaluation: FL 26981.1-R2 #20-28788 Rheem Manufacturing Company, Inc. 1100 Abernathy Road Suite 1400 Atlanta, GA, USA Rheem Packaged Units This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61G20- 3.005, F.A.C., for statewide acceptance per Method 1 (d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with standard ASCE 7-16 (ASD) and Florida Building Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Standard and Code. Re-evaluation of this product shall be required following pertinent Florida Building Code or ASCE Standard modifications or revisions. Substantiating Data: PRODUCT EVALUATION DOCUMENTS EX Installation Drawing #20-28788 titled "RHEEM PACKAGED UNITS", prepared by Engineering Express, Inc., signed & sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report, pages 1 through 5. • TEST REPORS Ultimate test loading structural performance has been tested in accordance with ASTM E330-05 and TAS 202-94 test standards per test report(s) #0320.01-18 by American Test Lab of South Florida, Inc; Signed and Sealed by Stephen Warter, P.E. STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Minimum Allowable Unit Width 2. Maximum Allowable Unit Height 3. Minimum Unit Weight 4. Clip Configuration and Anchor Spacing 5. Anchor Capacity for Various Substrates No 33% increase in allowable stress has been used in the design of this product. IOU SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM�ia ENGINEERING EXPRESS.COM ENGINEERING EXPRESS.COM Z ENGNEERNG Page 2 of 2 Rheem Manufacturing Company, Inc. - Rheem Packaged Units Impact Resistance: Impact Resistance has not been demonstrated. Wind Load Resistance This product has been designed to resist wind loads as indicated on its respective Product Evaluation Document (i.e. engineering document). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document (i.e. engineering document), along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document (i.e. engineering document). Limitations & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document (i.e. engineering document) as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Any alteration to the respective Product Evaluation Document will invalidate it. This product has been designed for use inside and outside of the High Velocity Hurricane Zone (HVHZ & NON-HVHZ). Respectfully, 149 1c =_ P STATE OF 10/15/A0 ,' 10NA C Frank Bennardo, PE ENGINEERING EXPRESS® #PE0046549 I Cert. Auth. 9885 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 TEAM Lai ENGINEERING EXPRESS.COM ENGINEERINGEXPRESS.COM " ENGINEERING 160 SW 12TH AVE SUITE 106, DEERFIELD BEACH, FL 33442 (954) 354-0660 1 ENGINEERINGExPRESS.COM REPORT HOLDER: RHEEM MANUFACTURING COMPANY, INC. 1100 ABERNATHY ROAD SUITE 1400 D ATLANTA, GA, USA 770-351-3000 1 RHEEM.COM SCOPE OF EVALUATION (compliance with the following codes): THIS IS A STRUCTURAL (WIND) PERFORMANCE EVALUATION ONLY. NO ELECTRICAL OR COOLING PERFORMANCE RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED HEREIN This Product Evaluation Report is being issued in accordance with the requirements of the 7°i Edition Florida Building Code (2020) per FBC Section 104.11, FMC 301.15, FBC Building Ch. 16, ASCE-7-16, FBC Building 1522.2, FBC Residential M1202.1, M1301.1, & FS 471.025. The product noted on this report has been tested and evaluated as summarized herein. SUBSTANTIATING DATA: • Product Evaluation Documents Test Reports Substantiating documentation has been submitted to provide this TER and is summarized in the sections below. Test Report: 0320.01-18 (American Test Lab of South FL) • Structural Engineering Calculations Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: • Maximum allowable uplift, sliding, & overturning moment for ground and roof applications Maximum unit anchorage to steel curb NOTE: No 33% increase in allowable stress has been used in the design of this product. INSTALLATION: The product(s) listed above shall be installed in strict compliance with this Product evaluation & manufacturer -provided model specifications. The product components shall be of the material specified in the manufacturer -provided product specifications. All screws must be installed in accordance with the applicable provisions & anchor manufacturer's published installation instructions. LIMITATIONS & CONDITIONS OF USE: Use of this product shall be in strict accordance with this product evaluation as noted herein. The supporting host structure shall be designed to resist all superimposed loads as determined by others on a site -specific basis as may be required by the Authority Having Jurisdiction. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer. No evaluation is offered for the host supporting structure by use of this document; Adjustment factors noted herein and the applicable codes must be considered, where applicable. All supporting components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. Fasteners must penetrate the supporting members such that the full length of the threaded portion is embedded within the main member. This evaluation does not offer any evaluation to meet large missile impact debris requirements which typically are not required forthis type of product. Technical Evaluation Report DIVISION: 23 08 00—COMMISSIONING OF HVAC FL 26981.1 THIS DOCUMENT CONTAINS (4) PAGES NOTE: GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER IN APPEARANCE UNIT CASING MATERIAL: 20ga galv. sheet steel ASTM A653 Type B. Removable Top & side covers secured with #10 Sheet metal Hex Head Screws Knockouts provided for utility & control connections. FINISH: Baked Enamel INSTALLATION: Shall follow manufacturer specifications as well as information provided herein OPTIONS: This evaluation is valid for models shown in the last page STRUCTURALPERFORMANCE: Models referenced herein are subject to the following design limitations: Maximum Rated Wind Pressure: 200psf Lateral 133psf Uplift VISIT ECALC.10/28788 FOR SITE SPECIFIC DEVIATIONS 8 MORE INFORMATION ABOUT THIS DOCUMENT SCAN THIS OR CODE� ! 1 r4-A"OR VISIT ENGINEERINGEXPRESS COM/STORE FOR ADDITIONAL PLANS, REPORTS 8, RESOURCES J� ENGINEER SIGNATURE AND SEAL: "otN' Digitally signed by 3'" o _J-- Frank Bennardo Date:2020.08.13 21:28:15-04'00' Frank Bennardo, P.E. ENGINEERING EXPRESS® FL PE #0046549 FLCA #9885 RHEEM PACKAGED UNITS Engineering TER-20-28788 SECTION 2 PRODUCT INSTALLATION GROUND MOUNT APPLICATIONS CONFIGURATION A Note: Design & installation of ground host is by others per site specific conditions Opposite side similar •jy9 1� � Tie -down clips for ground ANCHOR SCHEDULE TO HOST STRUCTURE Pressure Lateral (Uplift) Concrete Steel Curb Steel Curb (psf) With Clip Screw Ground A U p to 81(64) C Up to 200 (133)1 B A. — 5116" DEWALT ULTRACON Anchor embedded 2" in 3,515 psi concrete. 3 1/8" from edge minimum & 5" spacing minimum. NOA No. 17-1227.22 B. — #12 TEK Screws, (14) screws per clip, (5) top front side, (4) top back side and (5) bottom front side. C. — 3/8" SAE Grade 5 Self -Drilling Screw at 6" O.C. (IS) per long side and (10) per short side. CURB MOUNT APPLICATIONS CONFIGURATION B Note: Design & installation of curb to host by others per site specific conditions .70 i Curb Clip A MICROHOLDS �O Ground structure / Q substrate (concrete) UO TIE -DOWN CLIP (GROUND APPLICATION) Miami Tech CUTD 1" wide ASTM A653 galvanized steel 0.07" thick of varying length (FL19731.2) or equivalent for all cabinets tied down to a ground structure; fasten clip to structure using anchor from Anchor Schedule A to Host Structure Table and (3) #12 SAE Gr 2 self -drilling screw to fasten clip to unit base rail. Install in unit with quantities shown ((3) per side). Locate clips at 8.5" min away from the appropriate corner using three clips per side and three clips opposite side in the same configuration. STEEL CURB (ROOF APPLICATION) Steel curb to be a minimum of 16ga ASTM A653 steel Curb Clip to be 149a ASTM A653 steel min (Microhold) '/." diameter holes /MICROHOLDS ;I Curb Clip C Curb Clip B IN ALL CONDITIONS IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WITHSTANDING FORCES BY SITE -SPECIFIC DESIGN. NO WARRANTY OF ANY KIND, EXPRESSED OR IMPLIED, IS OFFERED BY RHEEM MANUFACTURING COMPANY, OR ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY LOADS INCURRED BY THIS UNIT. CORP OFC: 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 2of5 (954) 354-06601(866) 396-99991ENGINEERING EXPRESS.COMITEAM@ENGINEERINGEXPRESS.COM RHEEM PACKAGED UNITS Engineering TER-20-28788 CURB CLIP LOCATION Clip B Clip C 112 TEK SCREW i 4b a DETAIL A Table 1: Clip Curb schedule Unit Model Number of Clips (PCs) (-)GEC - 036 (-)ACC - 036 (-)HPC - 036 4 LS - 2 SS (-)GEC - 048 (-)ACC - 048 (-)HPC - 048 4 LS - 2 SS (-)GEC - 060 (-)ACC - 060 (-)HPC - 060 4 LS - 2 SS (-)GEC - 072 (-)ACC -072 (-)HPC - 072 4 LS - 2 SS (-)GED - 090 (-)ACD - 090 (-)HPD - 090 5 LS - 3 SS (-)GED - 102 (-)ACD - 102 (-)HPD - 102 5 LS - 3 SS (-)GED - 120 (-)ACD - 120 (-)HPD - 120 5 LS - 3 SS (-)GED - 150 (-)ACD - 150 5 LS - 3 SS ALTERNATIVE ANCHORAGE TO CURB STEEL CURB WITH SCREW CONFIGURATION C to w= J cups each Long Side; 3 SS= 3 clips each Short Side) equally spaced DETAIL B �• .. Mechanical Unit Curb Mounted DETAIL A: Applies for all clips and anchors type B RGEDZR —150 Clip Clip A Configuration: (5) clips to each long side, 3" away from corners, spaced at 5.22". (3) clips to each short side, 3" away from comers. Spaced at 5.501, Clip B See note (3) page (4) Unit Model Note: '(-)' designates equivalent trade brands with similar cabinetry and may vary depending on brand See pressures on page (2) for alternative anchor limitations MECHANICAL uNrT _ - INSTALLER TO ENSURE THAT THREADED PORTION uMT BASE ENGAGES STEEL RAILr CURB BEYOND WOOD '�- -- NAILER WITH MINIMUM ANCHOR . - _... (5) PITCHES PAST THE TYPE c THREAD PLANE (_, ;. i WOOD NAILER •- INSULATION (BY OTHERS) - I 16ga MICROMETL CURB DETAIL B CORP OFC: 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 3of5 (954) 354-06601(866) 396-99991ENGINEERINGEXPRESS.COMITEAM@ENGINEERINGEXPRESS.COM RHEEM PACKAGED UNITS Engineering j TER-20-28788 SECTION 3 MODELS SUMMARY, DIMENSION & NOTES TABLE 2: Qualified Tested Unit Construction Metal Cabinetry Unit Model Operating Dimensions w/ screw heads Operating Weight (Ibs) Width (in) Length (in) Height (in) RGEDZR-150 59 1/2 90 1/10 59 7/10 1070 TESTED UNIT LIMITATIONS I. The unit model listed above was tested and designed as worst -case configurations of model units listed in Evaluation Model Series Matrix, remaining unit models are certified by this approval as long as they have identical construction as those listed above and are of equal or lesser dimensions (length, width, height). 2. Dimensions shown are measured from outermost points of unit, including screw heads. 3. Curb clips shall be as close as possible from the shown locations; installers shall verify any interference between clip attachment and internal components of the unit and move clip within the tolerance allowed. TABLE 3: Evaluation Model Sere is Matrix (Unit Construction Metal Cabinetr ) Unit Model 0 eratinaw/ews w/ screw heads Operating Weight Jibs) Width ianin) Hei ht (in) (-)ACC-036 46 3/48 41 3/8 453 (-)ACC-048 46 3/43 41 3/8 477 (-)ACC-060 46 3/48 41 3/8 482 (-)ACC - 072 46 3/4 41 3/8 689(-)ACD - 090 59 15/3216 49 1/4 722(-)ACD-102 5915/326 49 1/4 748(-)ACD - 120 59 15/326 49 1/4 777 (-)ACD-150 1 59 1/2 1 90 1/10 59 7/10 946 REQUIRED WIND PRESSURES Design pressures calculated for use with these units shall be determined by others on a job -specific basis in accordance with the governing code. Site specific load requirements for wind load shall be determined in accordance with ASCE 7 and the codes referenced herein by separate engineering certification and shall be less or equal to design pressures capacity values listed herein for any assembly as shown. TEST REPORTS UTILIZED Design and certification of the unit cabinetry is approved through American Test Lab of South Florida Report #: 0320.01-18 Tested according ASTM E330-05 and TAS 202-94. Model Sereis Matrix (Unit Construction Metal Cabinetry) O eratin Dimensions w/ screw heads Operating Weight (Ibs) Width (in)Len h in Height (in) %TABLE3.1:ation 46 3/4 78 3/8 41 3/8 453 46 3/4 78 3/8 41 3/8 477 46 3/4 78 3/8 41 3/8 482 (-)GEC07246 314 78 3/8 41 3/8 689 (-)GED - 090 59 15/32 89 5/16 49 1/4 846 (-)GED - 102 59 15/32 t89 5/16 49 114 872 (-)GED-120 5915/32 89 5/16 49 1/4 901 TABLE 3.2: Evaluation Model Series Matrix (Unit Construction Metal Cabinetry) Unit Model Operating Dimensions w/ screw heads Operating Weight(lbs) Width (in) Length (in) Height (in) 78 3/8 46 3/4 41 3/8 528 78 3/8 46 3/4 41 3/8 551 (-)HPC - 060 78 3/8 46 3/4 41 3/8 553 (-)HPC - 072 78 318 46 3/4 41 3/8 553 (-)HPD-090 89 5/16 591/2 49 114 786 (-)HPD - 102 89 5/16 59 1/2 49 114 I822 (-)HPD - 120 89 5/16 59 1/2 59 7/10 874 Unit Model Note: '(-)' designates equivalent trade brands with similar cabinetry and may vary depending on brand CORP OFC: 160 SW 12T"AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 4of5 (954) 354-06601(866) 396-99991ENGINEERING EXPRESS. COMITEAM�Io ENGINEERINGEXPRESS.COM RHEEM PACKAGED UNITS Engineering TER-20-28788 UNIT VIEWS & ELEVATIONS TOP VIEW w I x WIDTH ELEVATION VIEW SIDE VIEW Note: RGEDZR-150 illustration selected for dimensional purposes CORP OFC: 160 SW 12TH AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 Page 5of5 (954) 3S4-06601(866) 396-99991ENGINEERING EXPRESS.COMITEAM@ENGINEERING EXPRESS.COM