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MC-19-848
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 112 NE 111TH ST, Miami Shores, FL 33161 Contacts Issue Date: { 4/26/2019 Parcel Number 1121360040100 Permit NO.: MC-ti4-19-848 Permit Type. Mechanical - Residential Work classijfcatfonvAll: Replacement Permit Status: Approved Expiration: 10/23/2019 Serge Castagna Owner COOL AIR USA Contractor 112 111 KEVIN FOSTER 3901 NW 16 ST, LAUDERHILL, FL 33311 Business: 9546352842 permits@coolairusa.com Mobile: 9544714108 Description: 4 TON 16 SEER RHEEM Valuation: $ 5,249.00 Inspection Requests: 4949 Total Sq Feet: 0.00 305-7ti2- Fees Amount Application Fee - Other $50.00 CCF $3.60 DBPR Fee $2.76 DCA Fee $2.00 Education Surcharge $1.20 Permit Fee $133.72 Scanning Fee $9.00 Technology Fee $4.59 Total: $206.87 Payments Date Paid Amt Paid Total Fees $206.87 Check # 25099 04/26/2019 $156.87 Check # 25038 04/18/2019 $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, ROOFIN and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing i rm ion is a rate and that work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I au hods th above med contractor t do the work stated. Authorized Signature: Owner / , ppp6ant/ Date April 26, 2019 Page 2 of 2 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 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING RECEIV,EE APR 18 2019 FBC 201 Master Permit No. r� (-- (DU — 1 q — 8 A 5 Sub Permit No. ❑ REVISION ❑ EXTENSION [:]RENEWAL ❑PLUMBING VIVIECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: It a 'P f, W City: Miami Shores County: Il Miami Dade Zip: 33 l 35-5, Folio/Parcel#: ( � (y. 00q n ( oo Is the Building Historically Designated: Yes N Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): !�,-jstg, Phone#: Address: 11 City: k4114w I State: Zip: 336 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name Q."Q� ( A11( v-m " Phone#: L ( '1 ( K— ( Address: 5a O ( W I-b )?r City: 4-4�--(KuuI U State: �Gw � Zip: 13 3c3H Qualifier Name: r "v'1 ��S Phone#: State Certification or Registration #: CII— U Certificate of Competency #: DESIGNER: Architect/Engineer: 6� t Da Phone#: Address: City: State: Zip: Value of Work for this Permit: $ �5 a — c, Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ RepaiZl1eplace Description of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ _ Technology Fee $ Structural Reviews $ 9 Radon Fee $ Training/Education Fee $ CCF DBPR $ ❑ Demolition CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ �� (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this day of I l 20 If , by &-rqQ. MI)CA who is personally known to me or who has produced as identification and who did take an oath. 00 Pue4 ANGELACMARTINEZ NOTARY PUBLIC: °° Commission # GG 129527 PIM"'"'; tY 21 seExpires July 30, tNolaryServices Bonded Thn� Bud�y Seal Signature CONTRACTOR The foregoing instrument was acknowledged before me this day of (b , 20 - I by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ANGELAC MARTINEZ ,P Commission # GG 129527 * Expires July 30, 2021 Sign: Nam' s 6ud*tNotary Services Print: Seal: APPROVED BY V Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 4/16/2019 Property Search Application - Miami -Dade County Address Owner Name Folio SEARCH: 112 ne 111 st PROPERTY INFORMATION Folio: 11-2136-004-0100 Sub -Division: COLLEGE HGTS Property Address 112 NE 111 ST Owner SERGE CASTAGNA ANA TESTA CASTAGNA Mailing Address 112 NE 111 ST MIAMI SHORES, FL 33138 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half Floors Living Units Actual Area 3/2/0 1 1 2,142 Sq.Ft Suite FCLI https://www8.miamidade.gov/Apps/PA/propertysearch/#/ 1 /8 r Cool Air USA- We Care About Your Air! Work Order 3901 NW 16th St. • Lauderhill, 33311 272199 877-895-1155 `+r4�a Esctn CAC1815656 Work Location Primary Serge Castagna Contact: Serge Castagna 112 NE 111 St Miami, FL 33161 I , : (786) 897-9320 E-Mail: serge.castagna@gmail.com (� Work Date Arrive Between 16-Apr-2019 1:OOPM - 4:OOPM Terms Last Service Teams Net 30 14-Apr-2019 Permit Follow up Summary Submit Permit /Ins4/16/19 P RXBH-1724CO53-GEM - Rheem Rheem Heat Strip 5 kw 1 Phase w/Disconnect $0.00 1.00 $0.00 Heat Strip RXBH-1724CO53 P TP-CP-20T - 115V CONDISATE 115 V CONDISATE PUMP $0.00 1.00 $0.00 PUMP P HT4040-4 - 40 X 40 SLAB $0.00 1.00 $0.00 P M01VHB18W - 18" Stand A/H A/H Ultra Heavy Duty Base Stand $0.00 1.00 $0.00 S #Deposit Deposit Paid By $0.00 1.00 $0.00 S Installation Service Installation Service $0.00 $0.00 RA1648A31NA / 1.00 RHiT4821STANJA-RHEEM 4 Ton 16 SEER P RHiT4821STAN3A-GEM - RHEEM R-410 13 SEER AIR HANDLER $0.00 1.00 $0.00 3.5 TO 4 TON ALUM ALUM COIL P RA1648A31NA - RHEEM 4 TON $0.00 1.00 $0.00 CONDENSER RHEEM PERMIT INSTALL KIT 3-5 1.00 TON - RHEEM PLATFORM 3-5 PERMIT INSTALL KIT P ARM7812 WHITE -REF - 7/8 7/8 ARMOR FLEX COVER FOR 7/8 COPPER LINES $0.00 1.00 $0.00 WHITE ARMOR FLEX P 21449976374 - Float Switch A/H Drain Safety Switch $0.00 1.00 $0.00 SMDSS2 Float Switch A/H SMDSS2 P 682248960034 - Locking Caps Locking Caps $0.00 1.00 $0.00 P 92097951426 - Tapcon Concrete Anchors 1/4 x 1 1/4 $0.00 1.00 $0.00 P RRCUTDLK-GEMAIRE - RHEEM 10 $0.00 1.00 $0.00 INCH INLAND SLAB TIE DOWNS P AIR FILTER - AIR FILTER $0.00 2.00 $0.00 P TH111OD2009/U - HONEYWELL $0.00 1.00 $0.00 Tl NON PROGRAMMABLE STAT P ISO -PAD - ISO -PAD Isolation pads for air conditioners 2"x2" $0.00 4.00 $0.00 Cool Air USA Phone 877-895-1155 �► 3901 NW 16th St. Email invoice(@coolairusa.com Lauderhill, FL 33311, Web coolairusa.com USA .lob CAC053230 #272093 lie Work Location Work Date Serge Castagna 112 NE 111 St ----- Miami, FL 33161 Phone1: (786) 897-9320 Truck: Item Description Rheem Heat Strip Rheem Heat Strip 5 kw 1 Phase w/Disconnect RXBH-1724C05J 115V CONDISATE 115 V CONDISATE PUMP PUMP 40 X 40 SLAB 18" Stand A/H A/H Ultra Heavy Duty Base Stand New Breaker 40 Amp Square D New Breaker + Labor + 1 Yr Warranty -on Parts Rheem Heat Strip Rheem Heat Strip 7 kw 1 Phase w/Disconnect RXBH-1724C07J #Deposit Deposit Paid By Installation Service Installation Service RHEEM 4 Ton 16 AHRI # 7943535 SEER RHEEM 3.5 TO 4 R-410 13 SEER AIR HANDLER ALUM COIL TON ALUM RHEEM 4 TON CONDENSER RHEEM PLATFORM 3-5 PERMIT INSTALL KIT 4/16/2019 Install 73 Price Qty Amount $0.00 1.00 $0.00 $0.00 1.00 $0.00 $0.00 1.00 $0.00 $0.00 1.00 $0.00 $0.00 1.00 $0.00 $0.00 1.00 $0.00 ($2,6 1.00 ($2,624.50) $5,249.00 $5,249.00 1.00 $0.00 1.00 $0.00 $0.00 1.00 $0.00 1.00 1 of 7 This document is an invoice/receipt. 7/8 WHITE ARMOR 7/8 ARMOR FLEX COVER FOR 7/8 COPPER LINES $0.00 1.00 $0.00 FLEX Float Switch A/H Drain Safety Switch Float Switch A/H SMDSS2 $20.00 1.00 $20.00 SMDSS2 Locking Caps Locking Caps $0.00 1.00 $0.00 Tapcon Concrete Anchors 1 /4 x 1 1 /4 $0.00 1.00 $0.00 RHEEM 10 INCH $0.00 1.00 $0.00 INLAND SLAB TIE DOWNS AIR FILTER $0.00 2.00 $0.00 HONEYWELL T1 NON $0.00 1.00 $0.00 PROGRAMMABLE STAT ISO -PAD Isolation pads for air conditioners 2"x2" $0.00 4.00 $0.00 Subtotal $2,644.50 Total $2,644.50 Payment via No Payment, ending #, in the amount of $0.00, was received on 4/16/2019. 1 hereby certify that Cool Air USA has completed the aforementioned services to my satisfaction and agree to pay the costs as specified. I have read and agree to Cool Air USA's Customer Signature (,,/a�G/Jw•+ terms and conditions. I am also fully aware that any paper check payment given will be converted to an electronic payment (ACH). Date 4/16/2019 =ptYP6Bz,c ANGELA C MARTINEZ # * Commission # GG 129527 N9 4r Expires July 30, 2021 e0nded Thru Budryt Notary Services 2 of 7 This document is an invoice/receipt. rye 'kA (A Rt: CF_I\j F-9 • 6LIO Miami Shores Village APR 1 g i0'i� AIR CONDITIO"PLACEMENT DATA Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change -out must be on its own data sheet. Multiple units on single sheets are not acceptable. 0000 Job Address (where the work is being done): I I2 ram` City: Miami Shores Village County: Miami Dade 7 . . .... ...... Zip Code:*. 3(. ....:. L - O NSING UNITS MUST BE ON A 4 INCH SOLID C6N**i tETi'S1AB ••;••, ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATLC2N •��•�• A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITA4S..., AHRI DATA SHEET REQUIRED . . . . ...... 1Mit tDx necti�l means: YES ❑ NO4 ARHI Sheet Attached: YES � O ❑ Contract Att3che'd.YES .... UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER U4 P hA Lj AHU or PKG. UNIT MODEL # q9 K V4 hh o AZ- COND.UNITMODEL# �v KW HEAT o NOM TONS ' AH 0 CU PKG 1) M.C.A AHy�,0jb`CUW6 PKG AH ojb CU PKG 2) M.O.P AH 1p"CU 4VPKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT / / PKG UNIT EER/SEER YES NO REPLACING DUCTS YES 0 YES 0 REPLACING THERMOSTAT YES YES NEW 4"CONCRETE SLAB YES YES 0 NEW ROOF STAND YES YES 0 NEW RETURN PLENUM BOX YES O 1. Minimum Circuit Ampacity (Wire Size): LU I k 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3. Voltage of Circuit (208/04/480): 4. Size Disconnecting Means: Contractor's Company Name: --& J '(Y c)>0 Phone: q (515 (ice State Certificate or Registra io No. 190"9- CZZ3 O Certificate of Competency No. Signature Date: &ZE Qualifier's signatur ) (Revised02/24/2014) Certificate of Product Ratings AHRI Certified Reference Number: 201294083 Date: 04-15-2019 Model Status : Active Old AHRI Reference Number: 7943535 AHRI Type: RCU-A-CB Outdoor Unit Brand Name: RHEEM •••• Outdoor Unit Model Number (Condenser or Single Package) : RA1648AJ1 • • 0000 0 • • • • Indoor Unit Model Number (Evaporator and/or Air Handler) : RH1T4821STAN • •••••• : • •••• •••• • Region: All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, MD, ME! 1010, MN, MO, MS, • • MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VA, VT, VA!VWWI, W \P.,OU,§: • . Territories) 000 • •••••• •• • •••• • • • • • 00 Region Note: Central air conditioners manufactured prior to January 1, 2015 are eligible to be installed in ally ''1 �ns until June 30, 2016. Beginning July 1, 2016 central air conditioners can only be installed in rticnts) for which they meet the regional efficiency requirement. . • • 0 : • • 0 0 0 & * s o •• • • •• • The manufacturer of this RHEEM product is responsible for the rating of this system combination. • • • • Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2, Performance Rating of Unitary Air -Conditioning & Air -Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored, independent, third party testing: Cooling Capacity (A2) Single or High Stage (95F), btuh : 45000 SEER: 16.00 EER (A2) - Single or High Stage (95F) : 13.00 t"Active" Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale; OR new models that are being marketed but are not yet being produced."Production Stopped" Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratinas that are accompanied by WAS indicate an involuntary re -rate. The new published ratintiis 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; AM 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.ahridIrectary.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.: 131998320736280970 M IAM I•DADE NMOH-DADS 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.eov/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 the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Produc*Cextrol Section to be used in Miami -Dade County and other areas where allowed by the Authority Havi;g JWi diction This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Prodtlet Control Sectea fm Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the rightt0 tM this pmftct or material tested for quality assurance purposes. If this product or material fails to perform in the Mtpted mannet, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modi , bt Suspend jl)4e,4•of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if tt is detefmined by Miami -Dade County Product Control Section that this product or material fails to meet It:rtgJiremeD;§%"the applicable building code. " of " ' This product is approved as described herein, and has been designed to comply with the WrMBuilding Code, including the High Velocity Hurricane Zone. • • .:. DESCRIPTION: Mechanical Unit Steel and Aluminum Tie -Down Clips for G,rgtle; and RogUop 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. if, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 18-0321.11 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 18-0719.07 MIAMI•DADE courrr�r Expiration Date: February 25, 2021 ' �Z�MI ii,9 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 # I5-0903.08" 1. Drawing No. 15-2543GA and 15-2564RE, titled "Wind Load Certification of Mechanical Unit Cabinetry and Steel/Aluminum Tie -Down Clips: At Grade and Roof Mounted Applications", sheets 1 through 7 of 7, dated 05/14/2015, revised on 11/20/2015, prepared by Engineering Express, signed and sealed by F"•L. Bennardo, P.E. e • . .. e *00:66 fee .Sees. B. TESTS "Submitted under NOA -# 15-0903.08" • fees ee* e ' • • •' sees • 1. Test report on Uniform Static Air Pressure Test per FBC, TAS 4 along with marked -up drawings and installation diagram of Rheem RA Seriml fechanicafklAs, prepared by American Test Lab of South Florida, Test Report Na.. 1=22.01-15, dated 05/18/2015, signed and sealed by Stephen W. Warter, P.E. ; • • • • • e . S Sees 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 5t' 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. �??rl� 'iCarlos 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 Lok �Eettificaee Hof Mechanical Unit Cabinetry and Steel/Aluminum Tie -Down Clips: At Cox de aqd *oof • • Mounted Applications", sheets 1 through 7 of 7, dated 05/14/,?j i revised. on 01/12/2018, PrePared by Engineering Express, signed and seatdd•by F G.�• • .... Bennardo, P.E. . ..... • ...... .. . ..... :OOV: 00 B. TESTS 0 0 • • • • • • 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 6th Edition (2017) FBC issued by Engineering Express, dated 03/19/2018, signed and sealed by Frank L. Bennardo, P.E. I 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 Rheem Sales Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 3. New evidence submitted A. DRAWINGS • • • • 2. Drawing No. Drawing No. 15-2543GA through 15-2543GD and: 15.2564RE'titld • • • •; • "Wind Load Certification of Mechanical Unit Cabinetry and Ste;V.Xuminum• g Z ie- ; Down Clips: At Grade and Roof Mounted Applications", sheets. 1. Z=ugh 7 of 7, • • • • • dated 05/14/2015, revised on 01/12/2018, prepared by Engineeripg•1~ press,;di d and sealed by Frank L. Bennardo, P.E. on 07/17/2018. .... • • • • • .. .. ... ...... B. TESTS 1. None. �•••�� . . ....,. . . .. . . .. ...... . . . . .... C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 2. Models removal request, dated 07/17/2018, signed and sealed by Frank L. Bennardo, P.E. E Carlos At Utrera, P.E. Product Control Examiner NOA No. 18-0719.07 Expiration Date: February 25, 2021 Approval Date: September 27, 2018 E - 3 RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS n F—+1.000" I CONCRETE SUPPORTING CONC STRUCTURE BY SUPPORTING OTHERS, �' STRUCTURE BY B D OTHERS, TYP. CONTROL BOX MECHANICAL UNITMECHANICAL UNIT 1 N.T.S. FROM /SOMEIRIC 1 N.T.S. BACKISOMEITUC THESE ISOMETRICS ARE INTENDED FOR PRODUCT REVISED DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM as complying with the Florida UNITS MAY VARY IN APPEARANCE Building Code Hon No. 1"719.07 INTERNAL PCST SMS PER Explratlon D1.1. 02125/2021 AN]ACENi 70 PW(2)-IN10 BRACKET, CONTROL BOX By OWER -- 7YP, (0.130" STEEL) Miami-D d PPr duet Control OI( (0"130' ANCHOR PER p0 °° ° STEEL), TYP. ' UNIT BASE PAN SCHEDULE 300D PSI MIN, CONCRETE BY OTHERS, TYP. POST (0.190" STEEL) UNIT BASE PAN °° ° 0° °° ° UNIT BASE PAN & © ARE SIM AND OCCUR ON Opp. FACES �1 TIE -DOWN BRACKETS 1 N.T.S. ELEVATION ANCHOR .qrHFni n I=• SUBSTRATE DESCRIPTION CONCRETE: (1)-1/4"0 STAINLESS STEEL ITW BUILDEX TAPCON, (4"THICK MIN, 1%" FULL EMBED TO CONCRETE, 2%' MIN. EDGE 3000 PSI MIN.) DISTANCE, 3" MIN. SPACING TO ANY ADJACENT ANCHOR. CLIP OFFSET DIMENSIOP RF TAKEN FOr1M TJic cir .i-� 0.750" 1.zsD �O �O 00 O C 0.306" 0 O TYP. O O O r—T1.000" TIE -DOWN BRACKET MIAMI TECH CLIP: 14GA (0.07") ASTM A653 FU-90 KSI STEEL (CUTDO) OR 0.080" 5052-H32 ALUMINUM (CUTDAB), MIAMI TECH KIT * RRCUTDSMK OR RRCUTDASMK - ---- -'-' DATUM FACE ®TIE -DOWN BRACKET LAYOUT 1 N.T.S. • • • kt • TIE -DOWN BRACKET OFFSETS: • • • —•y—� f• DI • M. 1 4.50" MAX OFFSET FROM DATUM FACE DIM. 2 24.50" MIN OFFSET FROM DATUM FACE DIM. 3 25.25" MIN OFFSET FROM DATUM FACE DIM. 4 13" MAX OFFSET FROM DATUM FACE APPROVED DESIGN ASCE 7-10 Vu1IT175 MPH CRITERIA: AT GRADE NSTMPHAUATION ONLLT, 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 SMALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SIXTH EDITION (2017) & ASCE 7-10. THIS SYSTEM MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. THIS DESIGN IS NOT INTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT CASINFNRY. 2. NO 33-1/3% INCREASE N ALLOWABLE STRESS HAS BEEN USED N THE DESIGN OF THIS SYSTEM. 3. DESIGN & CERTIFICATION OF THE UNIT CABINETRY 15 APPROVED THROUGH TEST REPORTII0323.01-15 BY AMERICAN TEST LAB OF SOUTH fiOR1DA 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 7HE CONTRACTOR S. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEx BRAND, ASTM F593 410 STAINLESS STEEL OR EQUIVALENT ONLY, INSTALLED TO 3000 PSI MIN CONCRETE. SEE ANCHOR SCHEDULE FORANCHOR REQUIREMENTS. ALL SHEET METAL SCREWS USED TO FASTEN BRACKETS TO MECHANICAL UNITS SHALL BE ♦10 (14 MN THREADS PER INCH) ASTM F593 410 STAINLESS STEEL OR EQUIVALENT ONLY. PROVIDE (5) PITCHES MINIMUM PASTTHE THREAD PLANE FOR SHEET METAL SCREWS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS, 6. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4" MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. B. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 9. THE ADEQUACY OF ANY EOSTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS SMALL BE VERIFIED BY THE ONSIIE 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 ORESPQ NSIWL1TY •F•THE INSTALLING CONTRACTOR. CONTRACTOR SHALL • EVSUW TN AT ALWY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS • RIST(IRECIAFTiR FABRICATION AND INSTALLATION OF STRUCTURE • P•OPT•S•C>lHEREIW. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY • I•ATEAPR�FING 06 LEAKAGE ISSUES WHICH MAY OCCUR AS •WATi3♦-TT•FTTtE.y6 SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 12. FOR AN EXPLANATION OF EXPOSURE CATEGORIES THATACC-OMPANY THE Vult WIND SPEEDS USED IN TH15 DOCUMENT, SEE SECTION 26.7.3 OF ASCE 7-10. • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • It TNe1E ISA.Nµ{YTeh 1, aTNNT , n AQ NW COS®Gm pNN AIrC NiILLm.IFTNB�E n MO Z �ti�u C^ qq z a LM e m ) Q2 C�an LJ 0 rt o u w d 3 u] Lu < W H c a IN EH �r 15-2543GA I I RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATIO 4 T J33. 51MKy-�\ 332 �ryN'�h 12 � m � GT SIM. TO (C) BUT ON OPP. FACE Z SIM. TO (6) BUT ON OPP. FACE CONCRETE SUPPORTING CONC ' STRUCTURE BY SUPPORTING OTHERS, TYP, STRUCTURE BY B D OTHERS, TYP. CONTROL BOX MECHANICAL UNIT r2 MECHANICAL UNIT 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC (2)-♦10 SMS PER BRACKET FOR UNITS BRACKET THESE ISOMETRICS ARE INTENDED FOR UP TO 3S" TALL. SMS PER DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM BRACKET FOR UNITS UP TO 39' TALL UN1T5 MAY VARY IN APPEARANCE (ONLY (2) SMS SHOWN BELOW) INTERNAL POST ADJACENT TO CONTROL BOX (0.130" STEEL) ANCHOR PER SCHEDULE 3000 PSI MIN. 'CONCRETE BY OTHERS, TYP. �i U U&U U Q & © ARE SIM AND OCCUR ON OPP. FACES 3 TIE -DOWN BRACKETS ]. N.T.S. ELEVATION it ANCHOR SCHEDULE: DESCRIPTION ffC (I)-1/4"0 STAINLESS STEEL ITW BUILOEX TAPCON, IN' FULL EMBED TO CONCRETE, 25S' MIN. EDGE DISTANCE, 3" MIN. SPACING TO ANY ADJACENT ANCHOR. -UNIT BASE PAN }--}1.00o" 0.750" 1.250191— 00 00 00 00 0 0.306" O D TYP O 0 {--� 1.000" TIE -DOWN BRACKET MIAMI TECH CUP: 14GA (0.077 ASTM A653 FU=90 KSI STEEL (CUTDB) OR 0.080' 5052-H32 ALUMINUM (CUTDA8), MIAMI TECH KIT i1 RRCUTDSMK OR RRCUTDASMK CUP OFFSET DIMENSION SHALL _ A�_ LBOX BE TAKEN FROMTNIS SIDE ONLY DATUM FACE (-41 TIE -DOWN BRACKET LAB CMf .. 1 N.T.S. • PLA ' • • • • • • • • •• • • • • ••• • TIE -DOWN BRACKET OFFSETS: "' •• DIM. 1 4.50" MAX OFFSET FROM DATUM FACE DIM. 2 20.00" MIN OFFSET FROM DATUM FACE DIM. 3 29.00" MIN OFFSET FROM DATUM FACE DIM. 4 13.00" MAX OFFSET FROM DATUM FACE •• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N-VE PRODUCT REVISED as complying with the Florida Building Code NOA-No. 18-0719.07 Expiration De 02125/2021 ByMiami -Da a product Control u tiQ z s w�$$$8f uj LL�LL^ un WW -N: f z U kk o IQ w o"9 w� ��w�•Z V) om W 115-2543GB I 5 RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS, IFN 35j5" V7tiOS y-}� Ury? 3Fry 0.750' 1.250 IFGT- '. �O ,... iIl tlQ m LT9 2� GSIf r. h m SIM. TO CC) BUT m k' SIM, TO 1& BUT = ON OPP. FACE ON OPP. FACE A C CONCRETE SUPPORTING CONC S STRUCTURE SUPPO RTING OTHER OTHERS, TYP. STRUCTURE BY B D OTHERS, TYP. CONTROL BOX MECHANICAL UNIT t'2-'\ MECHANICAL UNIT 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM UNITS MAY VARY IN APPEARANCE SMS PER ADJACEN7T0 BRACKET, CONTROLBOX OUVER TYP. (0.130" STEEL) 0� (o 130 PEL OST 0 0 STEEL), �B (0.190" 0� 0 TYP. 00 STEEL) oO OD UNTFBASE 00 UNIT BASE PER on .P'� o0n UNIT PAN BASE 00 PAN 3000 PSI MIN.--+ t" CONCRETE BY �` OTHERS, TYP. Q 6 © ARE SIM AND OCCUR ON OPP. FACES s TIE -DOWN BRACKETS 1 N.T.S. ELEVATION ANCHOR SrNFni n (_• SUBSTRATE DESCRIPTION CONCRETE: (1)-1/4"O STAINLESS STEEL ITW BUILDEX TAPCON, (4" THICK MIN, FULL EMBED TO CONCRETE, 2W MIN. EDGE 3000 PSI MIN.) DISTANCE, 3" MIN. SPACING TO ANY ADJACENT ANCHOR, 00 00 O o 0 0.306' O 0 TYP O 0 (--� 1.000- TIE-DOWN BRACKET MIAMI TECH CLIP: 14GA (0.07") ASTM A653 Fu-90 KSI STEEL (CUTDB) OR O.080" 5052-H32 ALUMINUM (CUTDAS), MIAMI TECH KIT * RRCUTDSMK OR RRCUTDASMK CLIP OFFSET DIMENSION SHALL _ ' BOX BE TAKEN FROM THIS SIDE ONLY DATUM FACE 4 TIE -DOWN BRACKET LOWOWTlll. •• 1 N.T.S. . • P • • • • • • • .. . . . . ... . TIE -DOWN BRACKET OFFSETS: 000. • • : • •: •. • ..' DIM. 1 4.50" MAX OFFSET FROM DATUM FACE DIM. 2 30.00' MIN OFFSET FROM DATUM FACE DIM. 3 31.00" MIN OFFSET FROM DATUM FACE DIM. 4 13,00" MAX OFFSET FROM DATUM FACE •• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • •• •• • • • • • • 0 % • • PRODUCT REVISED — complying with the Florida Baild:ng Cod• NOA-No. 18-0719.07 EKplmtlon D f 0212512021 By Mlami-0 d Product Control WLMNN 0'P.E OOt[S19 19 WTI=Iq nq isn,u smuTuge qn shear i 0.TaS SMEEI OOFS NOT JNIRNN Iw ENGINE£A'S mnu. ecrussuu, +snffr u A - nigavT. L,) 0O N Z v s W peE p3$3$u� u N W(J� D�LLn¢V mm N egmc ZW o 2�Z�F wwU 5 pLm rzo ww �"9 0E� N WU4 w O LOA 0 MECHANICAL UNIT MECHANICAL UNIT 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMAT]CAL PURPOSES ONLY; ALTERNATE RHEEM UNITS MAY VARY IN APPEARANCE (4)-i10 NTERNAL POST SMS PER ADJACENT TO BRACKET, OUVER TYP. CONTROL BOX ' p PANEL CORNER p STEEL) - p� (0.130• 80 -POST w pB STEEL), 8e (0.190. p8 8 Op p �Q ANCHOR PER p� BASE UNIT BASE pp SCHEDULE PAN 3000 PSI MIN. — • CONCRETE BY ' OTHERS, TYP. © O&© O Q&©ARE SIM AND OCCUR ON OPP. FACES TIE -DOWN BRACKETS ], N.T.S. ELEVATION ,NCHOR SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (1)-E/.3 URBONSTEELSDIFSONSTRONG DOLT2,1%-MIN EMBEDT (4• THICK HE& CONCRETI 3" MIN. EDGE DISTANCE, 3" MIN. SPACING TD ANY ADIACENTAR 300D PSI MIN.) (1)-114-0 CARBON STEEL POWERS WEDGE BOLT+, 2%' PUN EMBED TO CONI 3- MIN. EDGE DLSTANCE, 3- MIN. SPACING TD ANY AD)ACENTANCHOR PPORA NG CONCRETE SUBSTRATE DEPTH SHALL BE MINIMUM A 1-5-ANCHOR EMBED. MER ANCHOR FROM THIS SCHEDULE MAY BE USED FOR INSTALLATION_ UNIT BASE PAN 1 , 1, 000" TIE -DOWN BRACKET MIAMI TECH CLIP: 14GA (0.077 ASTM A653 FU-90 KSI STEEL (CUTD30) OR 0.080" 5052-H32 ALUMINUM (CUTDAIO), MIAMI TECH KIT N RRCUTDLK OR RRCUTDALK CLIP OFFSET DIMENSION SHALL _ 'i I %' LBOX BE TAKEN FROM THIS SIDE ONLY DATUM FACE r1 TIE -DOWN BRACKET M'd6t ; ]. N-T.S. --0 P •s• • • ••• •• TIE -DOWN BRACKET OFFSETS: •• ••• •• •. • •• DIM. 1 4.50" MAX OFFSET FROM DATUM FACE DIM. 2 30.00" MIN OFFSET FROM DATUM FACE DIM. 3 31.00" MIN OFFSET FROM DATUM FACE DIM. 4 13.00" MAX OFFSET FROM DATUM FACE •• ••• • ••• • • •• • • • • ••• • • • • • • • • • • • • • • • • • • -a- :a: • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as —plying With the Florida Building Code NOA-No. 18-0719.07 Expiration Bate 02/25/2021 Bye ti— Mlamt-Did)d Preduet Control 115-2543GD 4 RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICATIONS FiwLoom Wcw UNIT Box UN; JioD .TBO O ]13 TARAH HOLE T- 1 / N.T.S. FROM ISO / BAIX Mo ATTACH ANGLES TO FRAME `/ WTMOOU3 AV-IT" WHATTNE 30' (MINI-H0•IMAXI INTERFACE BETWEEN ANGLEANDFI 00.313' TYPr BOLTS E EUSED)TOTALOF (II ATTACH ANGLES TO CLEARANCE BOLTS WILL BE UBm) FFANEWRM 1)(-O NOLE OR SIDT ( I 2liT'M('. ]0'(MI1B TRUBOLTSH,nP. AB(MAJ() WND (LLH) ALUMINUM ANGLE SUPPORTFMME CENTERED ABOUT (BY OTHERS), YYP. 20Up' SUPPO0.TFMME, nP. SUPPORT FRAME 1 Y IB CF311ER CErliE0. _ MOUNT EXPLODED VIEW aMVLs), nP. 1 N.T.S. FRONT ISOMETRIC THE3EISOMETRICSAREMTENDmFgR C3� SUPPORT ANGLE DWGMMMATCALPUIRP0.9E9DNLY; ALTERNATE RHEBA UNITS USTm VARY INAPPEARANCE 1 N.T.S. ELEVATION INTERNAL POST (SI MBSNS PER CONTROL BOX CLIP, P. (0.13PSTEFI) 0 = C A �� ° 1 %'O THRU BOLT 1 1 CORNEIR 1 _ _ 1 WRHWASHERA PO3T 1 1 CORNER NUT FASTENING 1 PSTO1 (0.1 ST 1 1 POST CUALUM BfEEL 1 (0.160' ALUMINUM SUPPORT FRAME STEEL) ANOIE, TYP. OTIERS)NDf tIIT�YN 2Si1YUl'x 30'(MIN)•AO'(MAX�WNa FOR CURITY TYP (LIHIAWMIHIMANGIE CENTERED ABODUTT SUPPORT FLUME, nP. TIE -DOWN CLIP ATTACHMENTS 1 N.TS. ELEVATIONS IU_ lALU 3D'(ARM -40'(MAX)LONG (LLH) ALUMINUM ANGLE CENTERED ABOUTSUPPORTFRAME,TYP. '°- _ TIE -DOWN CLIP OFFSETS: TDIM. 1 150" MAX OFFSET FROM DATUM FACE DIM.; 1A.50• MIN OFFSET FROM DATUM FACE Hy, >y CUPB © W M. 3 25,25" Miry OFFSET FROM DATUM FACE O ~ PFDRi DIM, 13" MAX OFFSET FROM DATUM FACE Bj FRAME (BY N f N m FOD OTHERS), TIP. 1 NA o 0 DIM 1 � BOLT WITH CLIP OFFSET DIMENSION SHALL '' WA•HTMRU WASHERS NUT ETA-I(Ef7 FROf�TTT159UE -�L ONLY FONIILOL FASTENING AFRAME FACE X I SUPPORTING FRAME 5�TIE-DOWNDATUMCLIP LAYOUT 1 N.T.S. NOT@ UNR SHALL BE CENTERED PLAN ABOUTTHE 20• RAILTO MA SUPPORTING FRAME (9Y OTHERS) 00 �0 00 10Lp' REFEAFNLE H 0 0d061• Ali I.N. TIE -DROWN CLIP MIAMI TECH CUP: I EGA COAT) ASTM AOM Fw 10 ILSI STEEL (LIITO,B). MIAMI TECH HT/ RRCUffY.xM PRODUCT REVISED• • • • as -._PI Ing w thlh° Fl-W. • Building Cod°• • • • • • NOA-No. 1 B-0719.07 Elcplrado�02J/25/20,21 yiami-D• APPROVED DESIGN CRITERIA: = ' APPROVED DESIGN 200 PSF LATER�� CRITERIA: WIND LOAD WIND LOAD CONCURREN' DESIGN NOTES: STTE-SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 16 OF THE FLORIDA BUILDING CODE SHALL BE LEIS THAN OR EQUALTO THE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. DESIGN PRESSURE REQUIREMENTS SHALL BE DETERMINED BY A REGISTERED DESIGN PROFESSIONAL ON A300-SPEORC BASIS M ACCORDANCE WITH THE GOVERNING CODE GENERAL NOTES: 1, 'MIS SYSTEM HAS BEEN DESIGNED AND SHALL Be FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING CODE SIXTH EDITION (2017). THIS SYSTEM MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. THIS DESIGN IS NOTINTFNDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT CABINETRY. 2. NO 33-1/3%INCREASE M ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM, 3. DESIGN ■ CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH TEST REPORTt0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. A. ALL DIMENSIONS AND THE MINIMUM WEIGHT (120 LB MINIMUM) OF MECHANICAL UNR 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. S. ALL SHEET METAL SCREWS USED TO FASTEN CUPS TO MECHANICAL UNITS SHALL BE P 10 (14 MIN THREADS PER INC") GRADE 5 STEEL OR EQUIVALENT ONLY. BOLTS USED FASTEN ALUMINUM ANGLES TO SUPPORTING FRAME (BY OTHERS) SHALL BE ASTM FS93 4 10 STAINLESS STEEL OR EQUIVALENT AND SHALL UTILIZE SAE GRADE WASHERS A NUTS. PROVIDE (5) PITCHES MINIMUM PASTTHE THREAD PLANE FOR SHIFT METAL SCREWS. ALL FASTENERS SMALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT EIECTROLy515. ALL FASTENER CONNECTIONS TO ALUMINUM SHALL PROVIDE 2ADIAMEER EDGE DISTANCE. S. ALUMINUM ANGLES SPECIFIED HEREIN SHALL BE 6061-TES ALUMINUM ONLY. 7. CONNECTIONS TO THE SUPPORTING FRAME (By OTHERS) CONSMStA FRAME MEMBER THAT IS 6061-T6 MIN ALUMINUM WITH A MINIMUM 0.094• THICK FLANGE AT ATTACHMENT POLK. PERFORMANCE OF THE RAIL AS A STRUCTURAL MEMBER TO SUPPORT THE UNR ASSEMBLY SHALL BE PER SEPARATE CERTIFICATION. B. THE CONTRACTOR LS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 9. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED ° 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 CERTTFICATION-EXCEPT AS EXPRESSLY PROVIDED H U3N, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED, 13. 5Y5T�M O��TTA[LED HEREIN IS GENERIC AND DOES NOT PROVIDE I .;jlMATRON R,R A S�PIC SITE FOR SITE CONDITIONS DIFFERENT FROM •NRECON*TIORS DRAILED HEREIN, A LICENSED ENGINEER Oft REGISTERED •ARaft" SHALL PII PARE SITE SPECIFIC DOCUMENTS FOR USE IN tOIiINC°101N •✓ITN Tl•S DOCUMENT, 12.6WAT•R-Tt9HTT*SS OF DSPMNG HOST SUBSTRATE SHALL BE THE RILL RWPONS�1Lif OFZIjE MSTALLTNG CONTNACTOR, CONTRACTOR SHALL ENSURE THAT �CNY VED ORALTER®WATERPROOFMG MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE 15SU[5 WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE MSTAW NG CONTRACTOR ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 115-2564RE RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICA EJIPIDOEO VIEW 1 HR�\ UNR TI00 li ]J.TS• LENGTH 11.76• 160 I W UNITHEIGHT 0.313 SEE DETA0.q/1 iY•I _z -SEE DETA9.1/1OUE 67 OTNFASJ,TYP 1 MOUNT EXPLODED VIEW 7 / N.T.S. �J FRONT ISOMETRIC THESE ISOMETRICS ARE INTENDED FOR O•GRA PURPOBO IN POST OST CONTROL BO%(0.130' _ - SRNATEL ONLY;ALTERNnT,'EARA - WYVMYMAPPEARANCE Ce - - D ANGLE TYP. L SEEDETAILA LJ %z1 MOUNT ISOMETRIC VIEW ]. N.—. r FRONT ISO / SASo .. 1 3 SUPPORT ANGLE S1101MUMMIL'Iffilah POST (0.19P STEEL) SU11RTFW..4E.1 OTIE-DOWN CLIP ATTACHMENTS 1 N.T.S. ELEVATIONS _ w TIE -DOWN CLIP OFFSETS: TDIM. i q.50" MAX OFFSET FROM DATUM FACE }}y B UP© tH 2 29.00" MIN OFFSET FROM DATUM FA(F O F SUPPORT DIM. 3 29.00' MIN OFFSET FROM OATUM FACE j W FRAME IeY DIM. 4 13.00• MAX OFFSET FROM DATUM FACE MI N m LII�D OTHEAS)�TYP. 1 cu n o 0 DIM.1 £ O 3/e10 THRU BOLT WITH CLIP OFFSET OIFIENS[ON SNAIL WASHERS B NUT HETAIO; FItON TMS SIDE DNL� CONjjtUll FASTENING ANGLE TO OATUM F.uf e0% S U P P O R TIN G F F �� TIE -DOWN CLIP OUT N_ NRSNALLBECENTEREO N.T.S. ABOUT THE 20• RAIL TO RAIL 1 PLAN SVPPORHNG FRAME My OTHERS) U0 00 U0 0031]'0 0 11.OP FARANCE 0 0 REFERENCE HOLEOR SLOT 00 0U 0� :ORNER -�11.OP POST 01- TIE -DOWN CLIP STEEL) MIMU TECH CUP: 13Cn (0.mf AE93), sTe L(c 1 STEEL (CLRRCU DMK TECH KR9 MCUTO3IN •• ••• •• • • • •• •• ••• • ••• • • • • •�i • • •• • • •• • • • • • • • • • • • • • `11 , :' T ENS L�.:. Na PE004 �O STATE i .t��'.. FIOR rSSIOW 1111111 PRODUCT REVISED — complying with the Florida Building Code NOA-No. 18-0719.07 13Tplratlon O •07J25/2021 By Miami -Wade Product Control U �N O Z a z e Wm„PIZ vi sP WW o =�. Z � fi WW 01LU � NLU OW � Q cl- Z O 6 Q m = U 0 O O Z a 3 a' O � z n � � o Ln O E.= En m f 9 � a W O 4 w� a iw fi 6l 15-2564RE ICft NTS UNLESS NOTED O RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICA ATTACH ANGLES TO FRAME MTM v)}%-0 TNRUBOLTS. SEE GENE LNOTES FOR AODRgNAL IUNFORCINO FLATE USED AT THIS LDCAnoK TT. SUPPORT FRAME (BY OTNEns).4 N. .NipO TSD i SO e 313 HOLE 7ALV1 14.01 REFERENCE E-03DGT AWMI UM 1��n'� r� STEEL) TIE -DOWN CLIP ANGGLLEETYp OMERS NOT SNOWN �-P(MK)LONG ALUZN=CERABOUTMIA Ur) ATECH CUP: I2GA FOR CLARRY TYP. SUPPORT FpAAO;Typ (0.09•)ASTM A893Fw901CI1 ��TIE-DOWN CLIP ATTACHMENTS =IDDID'+.) .K TECH KRi RRCVTD35K 3'Y39n B' x 30•CMIM-4GTMM)LONG 1 N.Ts. ELEVATIONS ALUMINUM ANGLE CENTERED ABOUT SUPPORT FRAME, TYP. °`F-""' - TIE -DOWN CLIP OFFSETS: TDIM. 1 A.SO" MAX OFFSET FROM DATUM FACE a DIM. 2 30.00' MIN OFFSET FROM OANM FACE GUE' K } B D1M.3 31.00• MM OFFSET FROM DATUM FATE 0.75" UPMERT DIM. 4 13.U0' MAX OFFSET FROM DATUM FACE j W FAME (BY UI N m unc' OTHERS), TYP. 0. 175" O e MIN. 1"x3"xjtMLpNFORIfMEI• • • • • • • • PLATEATTrUN.4"E OF• ••• • DIM. 1 p 3/B"p THR. BOLT WITH' THE FIAl�NGF�kA'FQR AN • • • • • • • W OFISET DIMFSNSION SHAM WASHERS B Nl/i SUPP00.TING FRAM OF OM2I�AIBl, IYP • • • • • • • BE TAkEN FRCiM711IS 5mE ONLY .T3�D1 FASTENING ANGLE TO (BY OTHERS), TYP. • DATUM FACE BOA SUPPORTING FRAME, TIE -DOWN CLIP LAYOUT 6 REINFORCING PLATE ], N.T.S. NOTE UMT SNALL BE CENTERED PLAN ]. 6" - 1'-D' CTION • • • • • • ABOUT THE 20•RAL TO RAIL • • • • • • • • SUPPORTING FRAME (BY OTHERS) • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FRANKL BUNNAROD, P.E' 00T5519 `,p iL1DFr_ nUT>DIp sL1I:T Iwo :�'• n O STATE SF� E>sr; • '��'. ,FCORI ADIGRALLY T:wuL nIB1AN Ix r, . MmTTm ONA:cR _ Nx IIu�, IFTI9IE a nD PRODUCT REVISED as complying with the Florida Building Code now -No. 18-0719.07 Expiration Dal 02I2512021 By "Y— Product Contrci U b N O ZaV x e wm1„IBRRz W� LLN 1JL m6Vj� ZW O Is E NA CDC[ j-,U;flg 11, u qq LI V WC•Z� Pd 3� N UJI O IW MO ti C. lMlo Z G a G 1 aa C, U 8 Q f7 m . _ s0. O En q ^ z 3 u'a4^i LO US D S � a m LULu 0� g ti Ti s Gull I � � g R Cif rYNnR x1�ELDNIc Dil'rG4 15-2564RE N