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MC-19-1914Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address PermitAIO.: MC-0849-1914 1 PermitType- Me apical - Residential Work Classijfcatia A/c Replacement' Permit -Status: -Approved Issue Date.08/26/2019 Expiration: 02/24/2020 Parcel Number 1060 NE 95TH ST, Miami Shores, FL 33138 1132050120040 :ontacts ARI PREGEN Owner COOL AIR USA Contractor 1060 NE 95 ST, MIAMI SHORES, FL 33138 KEVIN FOSTER Home: 7864598243 3901 NW 16 ST, LAUDERHILL, FL 33311 Business: 9546352842 permits@coolairusa.com Mobile: 9544714108 Description: EXACT A/C CHANGE OUT - RHEEM 1.5 TON Valuation: $ 4,250.00 inspection Requests: SYSTEM. rOS-762-4949 Total Sq Feet: 0.00 .J Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $2.23 DCA Fee $2.00 Education Surcharge $1.00 Permit Fee $98.75 Scanning Fee $9.00 -Technology Fee $3.72 Total: $169.70 Payments Date Paid Amt Paid Total Fees $169.70 Credit Card 08/19/2019 $50.00 Credit Card 08/26/2019 $119.70 Amount Due: $0.00 S 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 all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date August 26, 2019 Page 2 of 2 .t Miami 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 FBC 20 I_-� BUILDING Master Permit No.C"�V"��"I�' PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ROOFING REVISION ❑ EXTENSION RENEWAL PLUMBING Q MECHANICAL PUBLIC WORKS ❑ CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1060 NE 95 ST City: Miami Shores Countv: Miami Dade Zip: Folio/Parcel#: 11-3205-012-0040 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): MELISSA SCHACTER + ARI PREGEN Address: 1060 NE 95 ST City: MIAMI SHORES State: FL Tenant/Lessee Name: Email: one#: 786-459-8243 zip: 33138 one#: CONTRACTOR: Company Name: COOL AIR USA Phone#: 954-635-2850 Address: 3901 NW 16 ST City: LAUDERHILL state: FL Zip: 33311 Qualifier Name: KEVIN FOSTER Phone#: 954-394-9566 State Certification or Registration#: CAC 0 5 3 2 "3" 0 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: ! City: State: Zip: Value of Work for this Perm :$ 4,250 ' Square/Linear Footage of Work: Type of Work: ❑ Additio ❑ Alteration/E-.UT ❑ New 0 Repair/Replace ❑Demolition Description of Work: EXA IT A/C CH - RHEEM 1.5 TON SYSTEM Specify color of color thru tile: Submittal Fee $E ` cj!�) Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ LPN CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ �f TOTAL FEE NOW DUE $ I I q I - ` o (Revised02/24/2014) Bonding Company's Name (if applicable) _ Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The' foregoing instrument was acknowledged before me this day of _ v 20 19 , by , y1A. day of Aor 120 19 by Are Pcy!!✓L who is personally known to TKevin Foster who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY P LIC: Sign: Sign: Print. Print. pc� Notary Public State of FloridaY)Ublim State Of londi `� Jose h M. Po astro Joseph M. Poyastro Seal: P y Seal: �, My Commission GG 215818 r(I .My Commission GG 215818 Expires 05/09/2022 o Expires 05/09/2022 vj oJF� _ _ww APPROVED BY �hsExaminer Zoning Structural Review Clerk (Revised02/24/2014) E .<-,�J, Summary Report Property Information Folio: 11-3205-012-0040 Property Address: 1060 NE 95 ST Miami Shores, FL 33138-2548 Owner ARI PREGEN MELISSA SCHACTER Mailing Address 1060 NE 95 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/3/0 Floors 1 Living Units 1 Actual Area 2,072 Sq.Ft Living Area 1,758 Sq.Ft Adjusted Area 1,915 Sq.Ft Lot Size 8,927.6 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value $337,151 $321,590 $321,590 Building Value $150,995 $151,330 $140,745 XF Value $1,080 $1,093 $1,107 Market Value 1 $489,226 $474,013 $463,442 Assessed Value 1 $330,841 $324,6731 $317.996 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $158,385 $149,340 $145,446 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption 1 $25,000 $25,0001 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description KIRBYS ADD TO MIAMI SHORES PB 41-44 LOT 4 LOT SIZE 81.160 X 110 OR 19148-2515 03 2000 4 Generated On: 8/16/2019 2016 Aerial Photography Taxable Value Information 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $280,841 $274,673 $267,996 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $305,841 $299,673 $292,996 City Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $280,841 $274,6731 $267,996 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $280,841 $274,673 $267,996 Sales Information OR Previous Price Book- Qualification Description Sale Page 06/03/2019 $645,000 31485- Qual by exam of deed 1733 02/18/2011 $340,000 27630- Qual by exam of deed 1942 19148- Sales which are disqualified as a result of 03/01/2000 $0 2515 examination of the deed 09/01/1973 $47,000 00000- Sales which are qualified 00000 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 http://www.miamidade.gov/info/disclaimer.asp Version wm r� LIC# CAC 053230 COOL AIR U.S.A. A/C Service & Air Duct Cleaning 3901 NW Kith Street • Lauderhill FL 33311 Toll Free 1-877-895-1155 WWW.COOLAIRUSA.COM Date 08/10/2019 Tech Ervin Name Melissa Schacter Address 1060 NE 95th St Apt.#_ city Miami St Fl Zip 33138 Tel (786) 459-8243 Cell ❑ PROPOSAL U CONTRACT Ref rig Type ❑ R-22 X1 R410A Emall/Fax: drmel i ssaschacter@gmai 1 . com JoB # 281463 This Proposal is to give you an estimate for furnishing, Installing and guarantee all products services as set forth below. Removal and Disposal of existing air conditioning unit Installation of a new Rheem 1.5 Ton 14.5 Seer Front Return air conditioning unit Installation includes: city permit, digital thermostat, safety float switch, tie downs, vibration pads, Installation will be done to existing copper lines, electrical, drain line, and duct system *5 year manufacturer's warranty (10 years when registered online) 1 year labor warranty Total: $4250.00 CUSTOMER MUST REGISTER UNIT ONLINE FOR MANUFACTURE WARRANTY ❑ V-Ahu-Closet-Garage-Other ❑ Fused Disc-Ahu-C/U W Reconnect Existing Ductwork ❑ Filter U H-Ahu-Attic-Garage-Other U Whip and Wire ❑ Additional Ductwork U Extended Warranty O Size of Attic Open X M Reconnect to Existing Elec U Filter Back Grill M Mech Permit ❑ C/U-Ground-Roof-Other ❑ Smoke Detector U Transfer Grills 0 Crane L) Pkg.-Ground-Roof-Other U Other Elec Items M Reconnect to Existing Drain 0 Vibration Pads N Float Switch U UV Light U Cond. Pump. 115 240 0 Misc. Items N T-Stat 0 Filter Rack U Secondary Pan Cl Pressure Hi Low )0 All Installation is to the existing Copper, Electric Drain Line OPTION #1 Rheem Brand Seer 14. 5 OPTION #2 Brand Seer EXISTING EQUIPMENT BRAND AHU # RHALFR18PJBOSA417 AHU # CONDENSER BRAND Model Serial C/U # RA1418AJ 1NA C/U # Heat Kw 5 8 10 7.5 HP Furn 5kw Heat Kw 5 8 10 7.5 HP Furn AIR HANDLER BRAND Total Price $4, 250 Total Price Model Serial Service Contract U 1 Year 0 2 Years U 3 Years 0 4 Years 0 5 Years FPL Rebate - FPL Rebate Net Price $4, 250 Net Price MFR Rebates MFR Rebates Net Price Net Price MFR. Warranty MFR. Warranty 5 Year Parts 5 Year Compressor Parts _Year Parts _Year Compressor Parts Service Call 1 Year Labors 5 Outdoor Coll Year Labors Outdoor Coil I hereby authorize COOL AIR USA Air Conditioning Service to charge the listed credit card for the amount of $ Paid by ❑ Finance U Cash U Check # U Visa 0 MC U AMEX C:1 Discovery CVV # Ex. Date: CC# Authorization# DL# , . , , - 50% Permit Costs and Financing Application Fees are not refundable: Initials i r , CI Signing this section indicates the receipt of the estimate, but does not obligate me to its performance. Signature Date ❑ By signing below, customer authorizes performance of the above service and agrees to the terms & conditions set forth on the reverse side of this agreement with regard to these services or any additional services authorized by customer at the time these services are performed. Customer also agrees to pay in full the charges referenced above, including all applicable taxes, together with any charge for additional services authorized by Customer at the time the services are completed. We are not responsiblelfy any paint chi ping when registers are removed. DocuSigned by: 8 10/2019 Signature Date IHAVEVERIFIEDTHATTHEACUNITISINWORKINGCONDITIONANDTHEWORKHASBEENCOMPLETEDTOWSATI FACTION. s3CSC37oDCCAass... Customer Date �7/0/ 1-7 DECEIVED UG 19 019 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMB&- . • This form must accompany ALL air conditioning replacement permit applications. Each unYlMange-out-must be on its own data sheet. Multiple units on single sheets are not acceptable. •••.% • • • • Job Address (where the work is being done): 1060 NE 95 ST ..'..' "• • • 33138 City: Miami Shores Village County: Miami Dade Zip Code: • .' ...... ...... ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETB SLAB •..• ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means: YES❑ NO ■0 ARHI Sheet Attached: YES Q■ NO ❑ Contract Attached: YES ❑■ 3 UNIT BEING REPLACED DATA NEW UNIT GOODMAN MANUFACTURER RHEEM AW18-05C AHU or PKG. UNIT MODEL # RHAL-FR18P CK18-1B COND. UNIT MODEL # RA1418AJ1 5 KW KW HEAT 5 KW 1.5 NOM TONS 1.5 AHUU CU IS PKG 1) M.C.A AHU CU 3 PKG AHU CU 2g PKG 2) M.O.P AHU-30 CU So PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT / / PKG UNIT EER/SEER ,s 1 EER YES N' REPLACING DUCTS YES YES N.0 REPLACING THERMOSTAT YES YES NEW 4"CONCRETE SLAB YES YES N NEW ROOF STAND YES YES O NEW RETURN PLENUM BOX YES Minimum Circuit Ampacity Maximum Overcurrent Pro Voltage of Circuit (208/240 4. Size Disconnecting Means: Contractor's Company Name: COOL AIR USA `ter 144 None: 954-635-2850 State Certificate or Registration No. C A C 0 5 3 2 3 0 Certificate of Competency No. Signature Date: (Qualifier's sign ure) (Revised02/24/2014) Certificate of Product Ratings AHRI Certified Reference Number : 201252385 Date : 08-16-2019 Model Status : Active "• • • • 0000 Old AHRI Reference Number: 7523711 • • • AHRI Type: RCU-A-CB • • • • • • • 04 Outdoor Unit Brand Name: RHEEM ' • • • • •: • • Outdoor Unit Model Number (Condenser or Single Package) : RA1418AJ1 ";' •� • • • •• • • • • Indoor Unit Model Number (Evaporator and/or Air Handler) : RHAL-FR18P • • • • • • • •O "" • • Region: Southeast and North (AL, AR, DC, DE, FL, GA, HI, KY, LA, MD, MS, NC, OK, SC, TN, TX+VA, Al?, CO, C%P. jL� • • • •• IA, IN, KS, MA, ME, MI, MN, MO, MT, ND, NE, NH, NJ, NY, OH, OR, PA, RI, SD, UT, VT,0101IV41 WI, 0Y, U.S. • Territories) • ••0 • ••• 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 RHEEM product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of ANSI/AHR1210/240 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 patty testing:> Cooling Capacity (A2) - Single or High Stage (95F), btuh : 18000 SEER: 14.50 EER (A2) - Single or High Stage (95F) . 12.00 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 offer ng for sale. Ratings that are accompanied by WAS indicate an involuntary re -rate. The new published rating is shown along with the previous (i.e. WAS) ratina. DISCLAIMER AHRI does not endorse the product(s) listed on this Certificate and makes no representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ratings are valid only for models and configurations listed in the directory at www.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, MR1 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 I CERTIFICATE NO.: 132104478543181141 iCOUN 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.gov/economy Rheem Sales Company, Inc. 5600 Old Greenwood Rd. Fort Smith, AR 72917 •600...... SCOPE: This NOA is being issued under the applicable rules and regulations governiea'$ie.use o f FQg:�uction: ""; materials. The documentation submitted has been reviewed and accepted by Miami -Dade County'RER-Pr'bduct Control•.... Section to be used in Miami -Dade County and other areas where allowed by the Authority Ha`Q, =urisdi(ti4lt %HJ). •.:..' This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Contrd113`11ttion (Iip . Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve thee ight to have this Product or material tested for quality assurance purposes. If this product or material fails to perform�n the accept4der, the•••:. manufacturer will incur the expense of such testing and the AHJ may immediately revoke, itiplifyoor suspend the use of• •.. such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is:i4 tilined by Miami -Dade County Product Control Section that this product or material fails to meet the requireuie$ts 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 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. 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 maybe 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. MAMFDADE COUNTY / NOA No. 18-0719.07 _ 3'` 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 NOAs A. DRAWINGS "Submitted under NOA # 15-0903.08" • • •be 0 1. Drawing No. 15-2543GA and 15-2564RE, titled "Wind 1!c?V `CerAmT0h of .... Mechanical Unit Cabinetryand Steel/Aluminum Tie -Down Cl'* s Ott Grade afid Roof• R... ...... Mounted Applications", sheets 1 through 7 of 7, dated 0%(14(2015, soomilad on• • 11/20/2015, prepared by Engineering Express, signed an& • coaled bX Fxgnk • • • Bennardo, P.E. .. .. .... ••�••• B. TESTS "Submitted under NOA # 15-0903.08" .. 1. Test report on Uniform Static Air Pressure Test per FBC, TAS 202-94.lpCig 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 h 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 Sales Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under NOA # 18-0321.11 A. DRAWINGS 1. Drawing No. 15-2543GA and 15-2564RE, titled "Wind Load Certification of Mechanical Unit Cabinetry and Steel/Aluminum Tie -Down Clips: At Grade and Roof Mounted Applications", sheets 1 through 7 of 7, dated 05/14/2015, revised on 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 6t` 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. 18-0719.07 Expiration Date: February 25, 2021 Approval Date: September 27, 2018 E-2 i i i i Rheem Sales Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. New evidence submitted A. DRAWINGS 2. Drawing No. 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. . . .... ...... B. TESTS • • • • • 1. None. ... .. .. ...... .... . ..... C. CALCULATIONS • • • • • • .. ..... 1. None. .. .. .... ...... . . . . ...... D. QUALITY ASSURANCE ' ' • .... '•• • 1. Miami -Dade Department of Regulatory and Economic Resources (RER) • • • • E. MATERIAL CERTIFICATIONS L 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 C. UNIT WIND LOAD CERTIFICATION OF MECHANICAL H E E MN�A LED SC0 M PAN TIE -DO N CLIPS: AT GRADE MOUNTED APPLICATIONS }-11.000• 4 1 ZN UA,Y � ON �19j5+ SAU�6T7i �19T5. SpU�� L27 "l= _ • SIM. TO BUT = • SIM. TO.) BUT OWN; PP. FACE j ^ , _ _ - ON O PP. FACE CONCRETE CONCRET-� E�`�� SUPPORTING SUPPORTING \� STRUCTURE BY STRUCTURE BY OTHERS, TYP. B OTHERS, TYP. CONTROL ANCHOR PER SCHEDULE 3000 PSI MIN. CONCRETE BY OTHERS, TYP. 1 MECHANICAL UNIT z MECHANICAL UNIT 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC THESE ISOMETRICS ARE INTENDED FOR PRODUCT REVISED DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM as complying with the Florida UNITS MAY VARY IN APPEARANCE Building Code NOA-No 18-0719 OT © O&© & © ARE SIM AND OCCUR ON OPP. FACES 3 TIE -DOWN BRACKETS 1 N.T.S. ELEVATION ANCHOR SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (1)-1/4"0 STAINLESS STEEL ITW BUILDEX TAPCON, (4" THICK MIN, 1%" FULL EMBED TO CONCRETE, 2%" MIN. EDGE 30D0 PSI MIN.) DISTANCE, 3MIN. SPACING TO ANY ADJACENT ANCHOR. -INTERNAL POST ADJACENT TO CONTROL BOX (0.130" STEEL) Expiration De a 02/25/2021 By miaml-bartip Product Contra .i '� 0.750' 1.250 00 00 00 0 0 0.306' 0 0 TYP 0 0 T---T 1.000" TIE -DOWN BRACKET MIAMI TECH CLIP: 14GA (0.07") ASTM A653 Fu=90 KSI STEEL (0-F D8) OR 0.080. 5052-H32 ALUMINUM (CUTDAS), MIAMI TECH KIT # RRCUTDSMK OR RRCUTDASMK CONTROL CLIP OFFSET DIMENSION SHALL _ i'•" BOX_ _ BE TAKEN FROM THIS SIDE ONLY • • 01?AtIMIAC • • • • • 4 TIt•DOW& 9MdKtT2..(LY(5WT 1' N.T.S • • • • • • • • • •Pv TIE -DOWN BRACKET OFFSETS: • DIM. 1 4.50" MAX OFFSET FRQitDATU DIM. 2 24.50" MIN OFFSET FN!)A DATUM41ACE DIM. 3 25.25" MIN OFFSET F M TUM E DIM. 4 13" MAX OFFSET FROM LRTUM FACE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • APPROVED DESIGN I ASCE 7-111 Vu11=171 MPH CRITERIA: (TaGRADE -136 INSTALLATION ONLx 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 STRUCTURES - SOLID FREESTANDING WALLS' INSTALLATIONS AT GRADE. ALL DESIGN VARIABLES ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26 & 29. GENERAL NOTES: 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) & ASCE 7-10, THIS SYSTEM MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. THIS DESIGN IS NOT INTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT CABINETRY. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. DESIGN & CERTIFICATION OF THE UNIT CABINETRY 15 APPROVED THROUGH TEST REPORT#0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT (120 LB MINIMUM) OF MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR, 5, TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND, ASTM F593 410 STAINLESS STEEL OR EQUIVALENT ONLY, INSTALLED TO 3D00 PSI MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL SHEET METAL SCREWS USED TO FASTEN BRACKETS TO MECHANICAL UNITS SHALL BE #10 (14 MIN THREADS PER INCH) ASTM F593 410 STAINLESS STEEL OR EQUIVALENT ONLY. PROVIDE (5) PITCHES MINIMUM PAST THE THREAD PLANE FOR SHEET METAL SCREWS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 6. ALL CONCRETE SPECIFIED HEREIN 15 NOT PART OF THIS CERTIFICATION. AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4" MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE. E 7. THCONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS, 8. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 10. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 11. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN, THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 12. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE Vult WIND SPEEDS USED IN THIS DOCUMENT, SEE SECTION 26.7.3 OF ASCE 7-10. I U 8a Z. W of Win NNLL�w w DW= Zk °L a9 z w ww 3 In11 U �zw W W CJ o 0 a a o z u 8 E3 g � cLLnJ� Fw8 to m v Q u) W p p LLI a d 21 115-2543GA I RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICA v CONCRETE CONCR �a SUPPORTING SUPPORTING € STRUCTURE BY STRUCTURE 0V D 8§ OTHERS, TYP. B OTHERS, P. CONTROL BOX MECHANICAL UNIT z MECHANICAL UNIT 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC 8 THESE ISOMETRICS ARE INTENDED FOR m (2)-i10 SMS PER BRACKET FOR UNITS DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM UP TO 35' TALL. (3)-*10 SMS PER UNITS MAY VARY IN APPEARANCE Q BRACKET FOR UNITS UP TO 39" TALL 6 (ONLY (2) SMS SHOWN BELOW) 44 INTERNAL POST "i'lADJACENT TO CONTROL BOX ((J.130' STEEL) ANCHOR PER SCHEDULE 3000 PSI MIN: CONCRETE BY OTHERS,TYP. _� 1 NER POST r I I ••� I I BLIP" AB U U&U U Q & © ARE SIM AND OCCUR ON OPP. FACES 3 TIE -DOWN BRACKETS k"j"j N.T.S. ELEVATION ANCHOR SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (1)-1/4"0 STAINLESS STEEL 17W BUILDEX TAPCON, (4" THICK MIN, DISTANCE, 3ULL g MIN. PAC NED TO G TO ANY ADJACENT GE 3000 PSI MIN.) ANCHOR. -UNiT BASE PAN f-11.ODO" _ O:: Op PE - Lj_: 1.250 00 00 00 0 0 O m 0.306" 0 TYP Y 0 00 { 1.000- TIE -DOWN BRACKET MIAMI TECH CLIP: 14GA (0.07') ASTM A653 Fu-90 KSI STEEL (CUTD8) OR 0.080- 5052-H32 ALUMINUM (CUMAS), MIAMI TECH KIT * RRCUTDSMK OR RRCUTDASMK \ CONTROL CLIP OFFSET DIMENSION SHALL • • _ _ `�OX• _ • • BETAKEN FROM THIS SIDE ONLY • D4,U,,,4��� • i • • • 4 TIE*WOM $FfA(:KtT:LJQYO%T 1 N.T.S. N TIE -DOWN BRACKET OIWWSETS • • • • —�— • • • • • • • •• • • DIM. 1 4.50° MAX OFFSET FROr♦DATUM 6 P.CE DIM. 2 28.00" MIN OFFSET FROM flATUh*FACE DIM. 3 29.00' MIN OFFSET FROj9 DATUh}� ACE DIM. 4 13.D0" MAX OFFSET FROM DATUM FACE PRODUCT REVISED as comp mg with the Florida • • Building ode • • • • NOA-No. 18-0719.07 • 0.0 Expiration Daf 02/25/2021 • • • • • • BY Miami -Da a Product Control • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • AK L SIANA9DO, P.E. NM6S49 I fll.. mum. a inEnE u Kc lank smumnc an sew+ Isnss sRaer DOES •Dr KNtf/ul NI a16Y1ffR5 wawa sKaunsu s sPu, ZEl �a z • WM 8� ui«. r w� WLLNLLH Zr OW=a • j/ z t ZX KNEW O wW g..W 2oZ" I out .., oW 0 0 CAN �p8w G Q w N� a� f W 9 LU LLJ o 2 a _� Iyyg �161(� Si 15-2543GB RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS; 4 1 TH UN TS`M"xy\ 35'S'(Fh�'H JN T51MNX}\ 35'S'FNG�H 'skk SIM. TO '0 BUT _ SIM. TO eA) BUT v OWN; PP. FACE j - _ ON O PP.FACE CONCRETE CONCRETE SUPPORTING STSUPPORTING RUCTURE BY STRUCTURE BY O OTHERS, TYP. B OTHERS,TYP. CONTROL BOX 1 MECHANICAL UNIT r2� MECHANICAL UNIT 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC ANCHOR PER SCHEDULE 3000 PSI MIN, CONCRETE BY OTHERS, TYP. THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM UNITS MAY VARY IN APPEARANCE O U & © ARE SIM AND OCCUR ON OPP. FACES TIE -DOWN BRACKETS 1 N.T.S. ELEVATION ANCHOR SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (1) 1/4-0 STAINLESS STEEL ITW BUILDEX TAPCON, (4' THICK MIN, 13', FULL EMBED TO CONCRETE, 2Y,' MIN. EDGE 3000 PSI MIN.) DISTANCE, 3' MIN. SPACING TO ANY ADJACENT ANCHOR. INTERNAL POST ADJACENT TO CONTROLBOX (0.130" STEEL) UNIT BASE PAN *37 1 } 11..000," -}--�--� 000.750' 1.250 00 00 00 0 0 O 0.306' O o YP TO O 1—T 1.000- TIE-DOWN BRACKET MIAMI TECH CLIP: 14GA (0.07") ASTM A653 Fu-90 KSI STEEL (CUTDB) OR 0.080' 5052-H32 ALUMINUM (CUTDAS), MIAMI TECH KIT B RRCUTDSMK OR RRCUTDASMK 0 o a CONTROL ° CLIP OFFSET DIMENSION SHALL �_ _• • • • L�OX• • • _ BE TAKEN FROM THIS SIDE ONLY • DP.UM FW* - '•- • -• • • • • • . .. . . . . ... . � TIE.150.hi; Bmc%'�!�3Y9UR 1 N.T.S. PLAN TIE -DOWN BRACKET QF.�SETS . e.. e DIM. 1 4.50" MAX OFFSET FR t4 DATUM eCE DIM. 2 30.00" MIN OFFSET FILM iATUMWACE DIM. 3 31.00" MIN OFFSET F ATUM ICE DIM. 4 13.00" MAX OFFSET FROM DATUM FACE ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • _ U_ o � ' vt•sa sNsn � .• s:casnxo IF iQTAL i 7 A O to, Ai V l � M P.E u 5a Z• wvM ;J w(JJ D�I�Lg�u Z_ uILLi N 17,55 W �F DwU ='S L9 haw Z$ Z DL m �C wW Ms ®=Yi LL E to W w o iu 0 'a U Z � W$ > G au' E z�e o O a d N$ 0 QQ tJ F tanw V � z9 Lu uj � � I aka • • ���� I I NUK N t i@ PRODUCT REVISED a cavnuc�RF+cmFiwxc e«vnFs• as comp)yIng with the Florida Banding ad. NOA-No. 18-0719.07 15-2543GC Expiration Da a 02/25/2021 SCALE: NTS UNLEW NOTED 0 �7 By Miami-0 d Product Control 3 ti RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICA 035 510 u"15"iM 3S S FA'0.750" Mqk� Mqk/ 1.250»i-7 00 ® 0� S = 2 £ 0 2 2 O 0 SIM. TO C) BUT SIM. TO. BUT 0 O o ON OPP. FACE ON OPP. FACE A C 00 S CONCRETE CONCRETE O O SUPPORTING UPPORTING STRUCTURE BY 0 E BY B OTHERS TYP. P D 0.306" OTHERS,THERS,TYP. � CONTROL BOX TYP. 1 MECHANICAL UNIT z MECHANICAL UNIT 1—T1.000" 1 N.T.S. FRONT ISOMETRIC 1 N.7.5. BACK ISOMETRIC TIE -DOWN THESE ISOMETRICS ARE INTENDED FOR BRACKET DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM MIAMI TECH CLIP: 14GA (0.07") ASTM A653 I! UNITS MAY VARY IN APPEARANCE Fu=90 KSI STEEL (CUTD30) OR 0.080" (4)-#10 NTEFINAL POST 5052-H32 ALUMINUM (CUTDAIO), MIAMI SMS PER AD'AC"T TO TECH KIT Y RRCUTDLK OR RRCUTDALK BRACKET, CONTROLBOX OUVER TYP. (0.130" STEEL) PANEL CORNER (L-L0.130' mm0 POST Q STYPL), UB (0190 STEEL" Q CU B f 337.25"— t �P© )� Q UNIT BASE �Q UNIT BASE QQ UNIT BASE { ANCHOR PER PAN PAN PAN SCHEDULE 3000 PSI MIN ­ CONCRETE L..' .__.._. • •, CONCRETE BY OTHERS, TYP. © OA O. a© OD QA & ©O ARE SIM `� AND OCCUR ON OPP. FACES %31 TIE -DOWN BRACKETS 1 N.T.S. ELEVATION ANCHOR SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: ( 3)-1/4'0 CARBON STEEL SIMPSON STRONG BOLT 2, 1 Y' MIN EMBED TO (4- THICK MIN, CONCRETE, 3' MIN. EDGE DISTANCE, 3- MIN. SPACING TO ANY ADJACENT ANCHOR. 4'0 CARBON STEEL POWERS WEDGE BOLT4, Zit' MIN EMBED TO CONCRETE, 3000 PSI MIN.) 3' MIN. EDGE DISTANCE, 3' MIN. SPACING TO ANY ADJACENT ANCHOR. ANCHOR FROM THIS SCHEDULE MAY""BE USED FOR INSTAUATION.�n� o.o�v azp .5 1l q CLIq'A�� '"`al DIM. i /:O�jOL CLIP OFFSET DIMENSION SHALLBE TAKEN FROM THIS SIDE ONLY —• • DATUM FA[8) • • • • • • •• • • • • ••• • 4 TI E-e O a 6 LT T 1 N.T.S. PLAN TIE -DOWN BRACKET OFFSETS:. ... • • • • • • • • • • • • • • • •• • • • • DIM. 1 4.50" MAX OFFSET FR ANM h CE DIM. 2 30.00" MIN OFFSET FRAM OtATUM WCE DIM. 3 31.00" MIN OFFSET FR f�ANM rA1 E DIM. 4 13.00' MAX OFFSET FROM DATUM FACE • • • • • • • • • • • •• •• • • • •• •• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18.0719.07 E.plration Datp 02/25/2021 By Miami-Difido Product Control wDs n TH ON Is No s�IGNATURE ON 1 EET -NOT AN EIIGINEOtZ 115-2543GD I 4 RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICATIONS EXPLODED VIEW BOX LENGTH CENTERED PERPENDICULAR TO SUPPORTNG FRAME ATTACHANGLESTOFRAME INTERFACE BETWEEN ANGLE AND FRAME (TOTAL OF (4) BOLTS WILL BE USED) UNI' TAIL NI 500 0.31E HOLE T / N.T.S. FRONT I5 / SACK ISO 00.3t3- TYR. CLEARANCE ATTACH ANGLES HOLE pR �pT '0 TNRUBOLTS,TYP. AD'(MAX)LONG LE ALUMINUM ANGLE CENTERED ABOUT BUPPoRE�FRAME SUPPORT FRAME, TYP. 20 D0' SUPPORt B CEN ERTO DEN ER i MOUNT EXPLODED VIEW 1 N.T.S. FRONT ISOMETRIC DTFfA HER$).).TYP. THESE ISOMETRICS ARE INTENDED FOR 3 SUPPORT ANGLE DIAGRAMMATI PURPOSES ONLY; ALT"RV RHEEM UNITS LISTED VARY INAPPEARANCE 1 N.T.S. ELEVATION INTERNAL POST (5) AYD sus PER CONTROL BOX CUP, TYP. C.IM'STEEL)CA BY,'O p "31(MI11 THRU BOLT CORCORNER WITH WASHER& 11 POSTPOST NUT FASTENING p.13P (0.19m CLIPS TO ALUMINUM STEELSTEEL) SUPPORT FRAME (.. ANGLE, TYR. OTHLFS)NOTSHOWN(LLH)MUMINM FOR CLARITY, TYP. LONG AGLE CENTERED AB DIM SUPPORT FRAME, TYR a TIE -DOWN CLIP ATTACHMENTS 1 N.T.S. ELEVATIONS 00 �O 00 0 0 ,DER OREFERENCE 3D83• ,.00' TIE -DOWN CLIP I —MI TECH CUR 14GA (0.0T) ASTM ASM FwBO KSI STEEL (CUID,D), MIAAY TECH KIT If RRCUTD3DK 2'k,kT U8' • 30'(MIM-40'(MAX) LONG (LLH)ALUN•RUMANGLE CENTERED 3� _ ABOUT SUPPORTFRA6E.Trn. TIE -DOWN CLIP OFFSETS: 4.511 MAX OFFSET FROM DATUM FACE O1M. 2 24.50' MIN OFFSET FROM DATUM FACE L y: CU B DIM.3 25.25' MIN OFFSET FROM DATUM F • • • • • • • • • • 8 F UPPORT DIM. 4 13' MAX OFFSET FROM DATUM F • • • • • • • • FRAME (BY • • • • • • • • N� ry m T@ OTHERS), TYP. • • • • • • • • • • • N ILL � '�-' � ' •• ••• •• • • • •• 1t __DIM. 1 0 --------- 3/8'0 THRU BOLT WITH > WASHERSBNUT PRODUCT REVISED CLIP OFFSET DIMENSION SHALL __ _ / CQNIILQL_ FASTENING ANGLE TO a{ COFIIPIYin99 with the Florida BE TAKEN FROM THIS SIDE ONLY DATUM FACE BOX SUPPORTING FRAME. • • • • • elildi•gtI•dG • • • • • NOA-►ia�• 1 &�1 7'� 9.0 • s TIE -DOWN CLIP LAYOUT ;•• ;E1�ilatl•IID 02! 2D 1 1 N.T.S. NOTE UNIT SHALL BE CENIEREOI PLAN • • •• • • • ' • • • • ABOUT THE 20' RAIL TO RAIL • • YY • .�J • • SUPPORTING FRAME (BY OTHERS) I M1am1-0d Pro Mat Gontrol • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• APPROVED DESIGN CRITERIA: APPROVED DESIGN 200 PSF LATERA CRITERIA: WIND LOAD 100 PSF UPLIFT WIND LOAD j (CONCURRENT) DESIGN NOTES: SITE -SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH AS 7-10 AND CHAPTER 16 OF THE 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 SHALL BE DETERMINED BY A REGISTERED DESIGN PROFESSIONAL ON A JOB -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. GENERAL NOTES: 1. THIS SYSTEM HAS BEEN DESIGNED AND SMALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017). THIS SYSTEM MAY BE USED WITHIN AND OUTSIDE THE HIGH VEIDCITY HURRICANE ZONE. THIS DESIGN 15 NOT INTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT CABINETRY. 2. NO 33-113% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. DESIGN B CERTIFICATION OF THE UNIT CABINETRY 1S APPROVED THROUGH TEST REPORTx0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT (220 LB MINIMUM) OF MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 5. ALL SHEET METAL SCREWS USED TO FASTEN CLIPS TO MECHANICAL UNITS SHALL BE Y10 (14 MIN THREADS PER INCH) GRADE 5 STEEL OR EQUIVALENT ONLY. BOLTS USED TO FASTEN ALUMINUM ANGLES TO SUPPORTING FRAME (BY OTHERS) SHALL BE ASTM F593 410 STAINLESS STEEL OR EQUIVALENT AND SHALL UTILIZE SAE GRADE WASHERS B NUTS. PROVIDE (5) PITCHES MINIMUM PAST THE THREAD PLANE FOR SHEET METAL SCREWS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. ALL FASTENER CONNECTIONS TO ALUMINUM SHALL PROVIDE 2XDIAMETER EDGE DISTANCE, 6. ALUMINUM ANGLES SPECIFIED HEREIN SHALL BE 6061-T6 ALUMINUM ONLY. 7. CONNECTIONS TO THE SUPPORTING FRAME (BY OTHERS) CONSIDER A FRAME MEMBER THAT IS 6061-T6 MIN ALUMINUM WITH A MINIMUM 0.094' THICK FLANGE AT ATTACHMENT POINT. PERFORMANCE OF THE RAIL AS A STRUCTURAL MEMBER TO SUPPORT THE UNIT ASSEMBLY SHALL BE PER SEPARATE CERTIFICATION. 8. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 9. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED B INSTALLED BY OTHERS. 10. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED, 11. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 12. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR, NARDD, P.E. cIAIFO. iFTHERE IS, NO 115-2564RE I 5 RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICATIO@J EN EXFwDED vlEw 1 UNIT ��� /F� UNIT NO p _ UNIT 1 j IDTH 33.75 LENGTH 93.7S �\ (D STATE UNIT HEIGHT MOLE i, Ss/ONF �SUPPORTFAAME (BY OTHERS), TYP 1 MOUNT EXPLODED VIEW / N.T.S. FRONT ISOMETRIC INIERNAL THESE ISOMETRICS ARE POST B INTENDEDFOR DNGRAMMATIGL PURPOSES ONLY;ALTERNATERIffEMUNfIS � BOX (0.130' STEEL] -- - __ MAY VMY IN APPEAfGWCE D -- L SEE DETAIL `l %z, MOUNT ISOMETRIC VIEW 1 N.T.S. FRONT ISO / BACK ISO C OTHERS). TYP. ".•""'F",-, (2) SUPPORT ANGLE \Q�j N.T.S. ELEVATION u.W REFERENCE ALUMINUM I T ANGLE, TYP. SUPPORT FRAME (BY OTHERS) NOT SHOWN FOR CtARIIY,TYP. _ Zk1�1:'%90'MI ALUMINUM ANGLE CEMERED ABOUT SUPPORT FRAME. TYP. MWAITMAIWF:I2W (U.09'] AS ECH CUP. 12G K31 TECH KR R STEEL( C�,MWNN WAT RRCUiD3/K TIE -DOWN CLIP ATTACHMENTS 1 N.T.B. ELEVATTONS (LLH)ALUMWUM ANGLE ABOUT)LONG (UH)1B'% UMI A-LECENTERED- SUPPORT FRAME, TYP. ':, TIE -DOWN CLIP OFFSETS: T------ - - - - -- DIM. 1 1.50" MA' OFFBET FROM M F • • • • • • • K} O r 4 CU B UP� UPPORT FRAME (BY DIM. 2 28.00" MIN OFFSET FR•FI DATUM FACE • • • • • • • • • • • • • ! • • • • • • • • DIM. 3 29.00' MIN OFFBET FROM DATUM fACE DIM. 4 13.00° MAX OFFSET FRO ATOM FA f N PT LIPID OTHERS), TYP.- • • • • • • • N 1 CU A ~O 0 < � ------_-__ °'; DIM. 1 _____-_ 3/B"0 THRU BOLT WITH CUP OFFSET DIMENSION SHALL I" [GNMOJ-- WABHERB &NUT • • • • • FASTENING ANGLE TO • • • • • • • BE TAKEN FROM TffS SIDE ONLY DATUM FACE BOX SUPPORTING FRAME. • • 00 • ! • i • • [ TIE -DOWN _ CLIP LAYOUT NOTE: UNIT SHALL 11 _E RED ABOUT THE 20' RAIL TO RAIL • • • • • • • • • • • • • • • • • • 1 N.T.S. PLAN SUPPORTING FRAME (BY OTHERS) • • i • • • • • • • • • • • • • • • • • • • • • • • • • •• w• • • • •• •• PRODUCT REVISED as co 1 Ing with the Florida Building Coda NOA-tro. 18-0719.07 Expiration D .0212512021 B ?I Y Miam i Product ControProduct contra MIX L BENNARDO, P.E. 0616519 t&m ri Q<I leT ODPf �corrrARNAMouo1NAL II ON �a Z• w��a W(a LLB' gse WW0am �3 N V H w z N Zu W O w W b 0 Z o .. f z� a dyc zu fl_ Q, � g z N 0 to 2 F � Wa1: fw9 WLu o a � d 7 a ' fill roe 115-2564RE I RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICATI I EXFIDDED VIEW /711 UNIT GNR 7 15.Ni' LENGTH 36.T5 i MOUNT EXPLODED VIEW 1 N.T.S. FRONT ISOMETRIC NUT FASTENING CLIPS TO ALUMINUM ANGLE.TYP. soo T30 0.313 HOLE 14.W REFERENCE `a�o�t/M1 n•w-1"n�^I-+"-1^"^nI L+I M.IA TECH CUP: 12GA OTHERS)NOTSIN MOWN ALUMUMANGLECENTEREDABOUf (0.09')ASTM A653 "I KSI GDR CLARITY TYP. SUPPORT FRAME TYP. BTEEL(GUTDI4),MWN TIE -DOWN CLIP ATTACHMENTS TECHK rNNCUTDW 1 I N.T.S. ELEVATIONS 3'-X1IS' X 30'(MIN)-401MAX)LONG ALUMINUM ANGLE CENTERED ABOUT „��_—_. SUPPORT FRAME, TYP. �„-,„ v, TIE -DOWN CLIP OFFSETS: OFFSET FROM DATUM FACE TDIM. 2 30.00' MIN OFFSET FROM DATUM FACE • • CLI B F0 DIM. 3 32.00" MIN OFFSET FROM DATUM FACE • 0.15" • • • • • a FGME �Q DIM. 4 13.00" MAX OFFSET FROM DATUM FA • • • • • : • = • • N f r IN mFRA v OTHERS), TYP, ta12� • • • N i £ -T— • e.216'• * �1'?3'x%L' 0.E•INFORCEM•N• 0 a MIN. PLATE AT THE UNDERSIDE OF Cu e) f THE FLANGE FOR AN ------A ---- DIM. 1 p F--------- 3/9'0 THRU BOLT WITH OVERALL FLANGE THICKNESS WASHERS B NUT S PPORTING FMB OF 0.216-MIN, TYP. CLIP OFFSET DIMENSION SMALL ., - _ CMNIROl. FASTENING ANGLE TO • • • ��THERS), 7M • • • • • • BE TAKEN FROM THIS SIDE ONLY DATUM FACE BOX SUPPORTING FRAME. • • ♦ 1 • • • • 5 TIE -DOWN CLIP LAYOUT : .6 RUIQRCSNCi Pt(a'fE ; • • R' = v-D• • • SECtt00 • 1 N.T.S. NOTE: UNIT SHALL BE CENTERED MAN 1 • ♦ • • • • ABOUT THE 20' RAIL TO RAIL SUPPORTING FRAME (BY OTHERS) • • • • • • • • • • • •• •• • • • •• •• NK L BENNA0.D0� PE 0046549 YtL YY! E- Ft 4AA 0 fV .D PA * * NOTLL:I n weer Lw •' LQDMA NeIN[[0. '•.,FC0 STATE R1 -4 wffi 1, TFOS xprA-AUV Di wFmu, „w&D !!/ f I l i l D ��LaFq:ID6RFDINONe DIgTK SIGINTIRE MI SHEET 1 INl TN6 SNEET DD6 NOT Ap AN eN01Nl951Y PRODUCT REVISED as complying with the Florida Building Code N0A-No. 18-0719.07 Expiration Dat 02/25/2021 Miam�dac LY �N O rZ LL LUM (�ryYYJJJ LU m r�yQ (�81BRR O Wr4 LLi LU Z Klux RRRhiii u 6 �a ��is z sX O HIR Will 0N�_ U W 2 3� E u,aCIw ow w w z8 �M r z � r^�E d Ing C Z"1� C) te a $ n ZQ ILA 2 S LS JQ n W W 2 tnm v£�9 g < m LLI O p L1J ti Inc: os � 959 e R 0 log 1110 115-2564RE I N