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MC-16-1510Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-273770 Permit Number: MC -6-16-1510 Scheduled Inspection Date: December 28, 2016 Inspector: Perez, JanPierre Owner: HUXOLL, GAYE Job Address: 320 NE 98 Street Miami Shores, FL 33138-2410 Project: <NONE> Contractor: EDD HELMS AIR CONDITIONING AND ELECTRIC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number Parcel Number 1132060135710 Phone: (305)653-2530 Building Department Comments REPLACING A 3.5 TON UNIT Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP-260085. pending c/u December 27, 2016 For Inspections please call: (305)762-4949 Page 26 of 32 i Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 320 NE 98 Street Miami Shores, FL 33138-2410 Owner Information Permit Issue Date. 6/ Permit NO. MC -6-16-1510 Permit Type: Mechanical - Residential Work Classification: A/C Replacement Permit Status: APPROVED 2016 Expiration: 11/29/2016 Address Parcel Number 1132060135710 Block: Lot: Applicant GAYE HUXOLL Phone Cell GAYE HUXOLL 320 NE 98 Street MIAMI SHORES FL 33138-2410 Contractor(s) Phone EDD HELMS AIR CONDITIONING AND (305)653-2530 CeII Phone Valuation: Total Sq Feet: $ 4,950.00 00 Tons: 3.5 Additional Info: Classification: Residential Approved: In Review Comments: Date Denied: Scanning: 3 Date Approved: : In Review Type of Work: REPLACING A 3.5 TON UNIT Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total Amount $3.00 $2.60 $2.60 $1.00 $173.25 $9.00 $4.00 $195.45 Pay Date Pay Type Invoice # MC -6-16-60000 06/01/2016 Check #: 6326 $ 50.00 $ 145.45 06/02/2016 Check #: 6328 $ 145.45 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Final Review Mechanical 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. r—, OWNERS AFFIDAVIT: I aL.all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and toninmore, I a .rize the above-named contractor to do the work stated. June 02, 2016 Autho "' Signature: Ow er / Applicant / Contractor / Agent Building Department Copy Date June 02, 2016 1 Miami Shores Village SCS O' ,5 Building Department 10050 N.E.2nd Avenue, Miami Shores, Horida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING •fig 910ZT0Nnr ctualaor FBC 2019. Master Permit No./C1D " 1,42i Sub Permit No. ❑ REVISION ❑ EXTENSION El RENEWAL ❑PLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF JOB ADDRESS: 399 A/F %O ��- �✓� City: ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Shores County: Miami Dade Zip:/ Folio/Parcel#: //" 6 ie • D %3'. 57/0 Is the Building Historically Designated: Yes NO (/ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 63 A A. /4 L)Yo it Phone#: Address: 2O /l%,_ 9k 51-/ eS City: %~% SPlgreJ State: Zip: ..3/ke Tenant/Lessee Name: Phone#: Email: ...2ACONTRACTOR: Company Name: ia A /4101 -C A Phone#3 (w3...23 - Address: ddress: / 7b72 »t f'''"& City:/`¢'r'),• State: Pi )Jr rti fIrd [,t/,.gh404a State Certification or Registration #: ene.i" 21 3t 2 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: LA Qualifier Name: Zip: Phone#: Value of Work for this Permit: $ Type of Work: Description of Work: 9 SS '�� Square/Linear Footage of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace rn Ave ❑ Demolition Specify color of color thru tile: Submittal Fee $ t 3 Permit Fee $ 1 CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ `i ° DBPR $ Notary $ 0 (Revised02/24/2014) \--341 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip 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 reinspectio ee will be charged. Signatur OWNER or AGENT Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument��was acknowledged before me this /aor�day,/of1 / , 20 by cA 5 day of I yI , 201 by LL . Oate. I"/€l , who is .ersonally kn. n to /\I YMa) LaIra K pe •onally know to me or who has produced as me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: STAnY CUSANn a : • = MY COMMISSION #FF126960 ••:,, ,,F.d" EXPIRES August 30, 2018 (407) 398-0153 FloridallotaryService.com ********************** *** ******** **** **** identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: E APPROVED BY PI s Examiner (Revised02/24/2014) Ck/OCeitar-- STACY CUSANO MY COMMISSION #FF126960 - 'o.,0°:P' EXPIRES August 30, 2018 (407) 398-0153 FloridallotaryService.co Zoning Structural Review Clerk � �X©POWER OF ATTORNEY / 1, [name] // / 7'/1 / [Property owner address] cigz/ A) F- L U c f - Appoint Wade Helms as my Agent (attorney-in-fact) to act for me in any lawful way with respect to the following subject: EXECUTE ALL PERMIT APPLICATIONS PERTAINING TO PERMIT PROCESSING FOR IMPROVEMENTS TO MY PROPERTY AT THE ADDRESS SHOWN HEREIN. SPECIAL INSTRUCTIONS: ON THE FOLLOWING LINES YOU MAY GIVE SPECIAL INSTRUCTIONS LIMITING OR EXTENDING THE POWERS GRANTED TO YOUR AGENT: %id &i2///97/— 1)‘*" ak rpfiALeEmcin THIS POWER OF ATTORNEY IS EFFECTIVE IMMEDIATELY AND WILL CONTINUE UNTIL IT IS REVOKED. THIS POWER OF ATTORNEY SHALL BE CONSTRUCTED AS A GENERAL DURABLE POWER OF ATTORNEY AND SHALL CONTINUE TO BE EFFECTIVE EVEN IF I BECOME DISABLES, INCAPACITATED, OR INCOMPETENT. Choice of Law. THIS POWER OF ATTORNEY WILL BE GOVERNED BY THE LAWS OF THE STATE OF FLORIDA WITHOUT REGARD FOR CONFLICTS OF LAWS PRINCIPLES. IT WAS EXECUTED IN THE STATE OF FLORIDA. I am fully informed as to all the contents of this form and understand the full import of this grant my powers to my Agent. Signed this 26 day of Signatur /.1 24o-2gz40-- '2 o ,20 16 [Your Drivers License Number] [State] STATE OF FLORIDA, COUNTY OF r%ii Q rn1 - DD -c'' This document was acknowledged before me on 25 'Mal al i J (i [Date} by e alt 14W9 11 [Notary seal, if any] [Name of Principal]. [Signature otary and Notary Stamp] _off. (407) 398-0153 STACY CUSANO MY COMMISSION #FF126960 EXPIRES August 30, 2018 F IoridallotaryServi ce. com Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-5710 Property Address: 320 NE 98 ST Miami Shores, FL 33138-2410 Owner GAYE L HUXOLL Mailing Address 320 NE 98 ST MIAMI, FL 33138-2410 Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2 /2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,766 Sq.Ft Lot Size 5,750 Sq.Ft Year Built 1956 Assessment Information Year 2015 2014 2013 Land Value $138,150 $120,704 $107,030 Building Value $129,059 $126,719 $127,717 XF Value $1,716 $1,738 $1,761 Market Value $268,925 $249,161 $236,508 Assessed Value $236,823 $234,944 $231,472 Benefits Information Benefit Type 2015 2014 2013 Save Our Homes Cap Assessment Reduction $32,102 $14,217 $5,036 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10-70 LOT 9 BLK 42 LOT SIZE 50.000 X 115 OR 20105-4266 12 2001 1 Generated On : 5/25/2016 ,.0101111111110 ,1110111 Taxable Value Information Previous 2015 2014 2013 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $186,823 $184,944 $181,472 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $211,823 $209,944 $206,472 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $186,823 $184,944 $181,472 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $186,823 $184,944 $181,472 Sales Information Previous PriceSale OR Book- Page Qualification Description 12/01/2004 $391,000 22951 -Sales which are qualified 2733 12/01/2001 $250,000 20105- Sales which are qualified 4266 02/01/1999 $142,000 18488 -Sales which are qualified 4750 01/01/1994 $0 16211- Sales which are disqualified as a result 2252 of examination of the deed 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: http://www.miamidade.gov/propertysearch/ 5/25/2016 May 25, 2016 Edd Helms Air Conditioning & Electric Gaye Huxoll 320 NE 98th Street Miami Shores, FI. 33138 305401-0163 ghuxoll@bellsouth.net CAC 021309 EC 13001830 A Nome You Can Trust Since 1975 1 Permit 2. Removal and disposal of the existing system. 3. Install new 3.5 ton Ruud 16 Seer split system. 4. Condenser Model: RA1642AJ1NA, Air Handler with heater: RBHP24J11SH4 5. New drain pan with float switch under air handler in garage 6. New digital thermostat 7. Safety overflow switch per code bi q )00. 8. Hurricane clips for condenser per code , 9. New oured slab � /� 10. 11. Start up and check the systems operation. Warranty: One year labor and ten years all parts. Customer must register unit at www.registermyunit.com with in 45 days of installation. Warranty on new thermostat is one year parts and labor. Warranty hours are Monday through Friday 8am to 4pm excluding holidays. Cost of the services: $ 5,200.00 - $ 150.00 FPL rebate $ 100.00 Angie's List = $ 4,950.00 Terms: $ 2,475. Down and $ 2,475.00 upon completion. Edd Helms Air Conditioning is authorized to perform the above work and services at the prices and terms specified herein. All payments shall be due in accordance with the terms described above. Customer agrees to pay all court costs and attorneys fees should legal mean be necessary for collection. The HVAC system included in this proposal is designed according to industry standards to provide comfort cooling in occupied areas. This proposal does not include the responsibility by EDD HELMS for any procedures to identify, control, eliminate or remove mold in occupied or unoccupied spaces. If you suspect mold to be a problem, or if you have construction conditions that support the growth of mold, we recommend the CUSTOMER take remedial actions outside of this proposal to eliminate the problem, remove the mold, and insure a mold free environment. Edd Helms Air Conditioning shall not be responsible for drywall repairs, painting, concrete repairs, or code violations outside of the scope of work. All cancellations must be submitted in writing direct to Edd Helms Group, Inc. three business days before verbal schedule installation date. If you have any questions concerning this proposal, please do not hesitate to contact us at your convenience. We thank you for this opportunity to be of service. Sincerely, Ron Thompson Comfort Specialist Cell: 305-970-4711 rthompson@eddhelms.com 6°L 545&01.51502 • 57 gravure (/ 1` Date • • • • • • • • • • • • • •• •• •• • • • • • • • • • • • • • • ••• ••• • • • • • • •• •••• •• • •• • •••• ••• •••• • • •• • •••• ••• •• • • • •• • 17850 N.E. 5th Avenue . Miami, Florida 3 16' . Tel 3:5-153§ . Toll Free: (800) 329-2530. Fax: (305) 653-7933 . &c telr3s.cdm• • •• •• • • • •• •• ••• • • • 0•• • • 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 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. itCitJob Address (where the work is being done):. :74-19 �� #t. &/.7— City: y: Miami Shores Village County: Miami Dade Zip Code: 23/2q3 ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT I5 REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means: YES Q NO'RHI Sheet Attached: YES Et<111 Contract Attached: YES UNIT BEING REPLACED DATA NEW UNIT 4t-ill MANUFACTURER R(�(�%J p14 t4P2. )( AHU or PKG. UNIT MODEL# f %,,ZV.( k 415,(12 COND. UNIT MODEL# /Q%t'16 ItZ le) KW HEAT /Q 3, 5 NOM TONS 3 ,5"-- AHU 40 CU2Z PKG AHU 1) M.C.A AHU CU PKG AHU 69 CU3S PKG 2) M.O.P AHU CU PKG AHU " CUA PKG 3) VOLTS AHU CU PKG PKG UNIT / / PKG UNIT / / EER/SEER YES REPLACING DUCTS YES 6-0p NO REPLACING THERMOSTAT C3CES--.--'NO NO NEW 4"CONCRETE SLAB5› NO YES I % NEW ROOF STAND YES dk • YES e***-- 0 NEW RETURN PLENUM BOX YES ' • 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 0 3. Voltage of Circuit (208/240/480): •• ••.'7;Pir :•• • • • • • 4. Size Disconnecting Means: ' • ' • • Ii',45• • • rr��AA ••• • • •• /� r. Contractor's Company Name: 11 U �y�S� �� f'1�lone:/ Z State Certificate or Registration No. • • • • ' •.• CeGtlficatg of Competency No. • • • • • • • • ▪ •• • • • • •• • • Signature • �!• ' ' • •,Date: S (Qualifier's signature) (Revised02/24/2014) 000 • • • • 4000 • • • • • • • • • • • • • ••• • ' • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • .�.�.�i CERTIFIED® www.ahridirectory.org This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2016. Certificate of Product Ratings AHRI Certified Reference Number: 7942223 Date: 5/25/2016 Product: Split System: Air -Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: RA1642AC1 Indoor Unit Model Number: RBHP-24 Manufacturer: RHEEM SALES COMPANY, INC. Trade/Brand name: RHEEM; RUUD Region: 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. Series name: Manufacturer responsible for the rating of this system combination is. RHEEM SALES COMPANY, INC. Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air -Conditioning and Air -Source Heat Pump Equipment and subject to verification of rating' accuracy by-AHRI-sponsored, independent third party testing: Cooling Capacity (Btuh): EER Rating (Cooling): SEER. Rating (Cooling): IEER Rating (Cooling): 41000 13.00 16.00 . 1 - rr . T^ � _ 1 " Ratings followed by an asterisk (*) indicate a voluntary rerate of previously published data, unless accompanied with a WAS, which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s) listed on this Certiicetee•airmakeeno representationstarranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expresslyslisclaims iI Milt f§r d:mbetof:ny kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed on this Certificate. Certified ptiogserewalir oelefer 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; Plal entered into a computer database; or otherwise utilized, inky form d frienne or by any teans,except for the user's individual, ^1 personal and confidential reference. • • • • • • • • • • • CERTIFICATE VERIFICATION • • • • •. • • The information for the model cited on this certific4e pn b�verified atyvww aihndlrectpsy org slick on "Verify Certificate" link and enter the AHRI Certified Reference Number and the date on which the certificate was issued, AIR-CONDITIONING, HEATING, & REFRIGERATION INSTITUTE we make life better'" which is listed above, and the Certificate No., which is listed at bottom right w ©2014 Air -Conditioning, Heating, and RefrjgerationdnstitWlto•• • CERTIFICATE NO.: • • • • • • • • 131086654497527342.: •' •• •• • • • •• •• 000 • • • 000 • • Ruud Condenser Mounting Miami Dade NOA #15-0903.08 Ruud condensers are now Miami Dade NOA approved and this rating is good for all Florida counties. As a result, these products are exempt from the sealed engineering requirements. The product NOA can be found at www.miamidade.gov/economy and it expires 02/25/2021. •• • .. ••• .. • • • •• •••• ••• • • . .. • • .. •• • • • • •• •• • • • • .. • • .. •• • .. • • • • .. • • • .. • ••• • • • • • • • • • • • •• .... ••• • • • .... • MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.2ov/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-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Mechanical Unit Steel and Aluminum Tie -Down Clips for Grade and Rooftop Applications APPROVAL DOCUMENT: Drawing No. 15-2543GA, 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 Frank L. Bennardo, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING:. Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire 116be proiided:to The user by the manufacturer or its distributors and shall be available for inspection at tlrejob site tit t re:ecce:t+Qf the puilding Official. This NOA consists of this page i'and'ecideliee page E-2, M well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI-DADE COUNTY APPROVED • ••• ••• • • • •• • • • • • • •• • • • • •• • • •••• •• •• • /• • • •• •• • • • •• . •• •• ••• * •• • ii I lot' ••• • • ••• • • • • • • •• • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No. 15-0903.08 Expiration Date: February 25, 2021 Approval Date: February 25, 2016 Page 1 Rheem Sales Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 15-2543GA, 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 Frank L. Bennardo, P.E. B. TESTS 1. Test report on Uniform Static Air Pressure Test per FBC, TAS 202-94 along with marked -up drawings and installation diagram of Rheem RA Series Mechanical Units, prepared by American Test Lab of South Florida, Test Report No. 0323.01-15, dated 05/18/2015, signed and sealed by Stephen W. Warter, P.E. C. CALCULATIONS 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 1. Statement letter of code conformance to the 5th edition (2014) FBC issued by Engineering Express, dated 08/24/2015, signed and sealed by Frank L. Bernardo, 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. •. • • • . • ..• •• • . . • • • . . . .... . •• ••• •• 440-.'.- Carlos M. Utrera, P.E. • • • • • • •. • • Product Control Examiner • • • • • • . • • • . NOA No. 15-0903.08 • • • • • • . . . .. .. ••Expiration Date: February 25, 2021 •• • • • • • • Approval Date: February 25, 2016 • . • E -1 ••• • . . • ••. • • • • • • • .•. • • • • • • • • • • • • • •• •• • ••• • • • ••. 1 0 • RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS =*: 60 PSF LATERA a.. WIND LOAD ' ;FIs "1A. • • CONCRETE SUPPORTING • S}RELRQRE BY • ilTHERS, TYP. • • • •• • ANCHOR PER SCHEDULE 3000 PSI MIN CONCRETE BY OTHERS, TYP. 18 GA ASTM A653 PAINTED STEEL CABINETRY :11, F SIO. TO (C) BUT =" ON OPP. FACT 2 �^ CONCRETE SUPPORTING STRUCTURE BY OTHERS, TYP. MECHI N A. UNIT N.S. FRONT ISOMETRIC •••• • • •••• • 311 SLMN }`�9 MH • CONTROL BOX 510. TO (40 BUT ON OPP. FACT MECHANICAL UNIT N.T.S. BACK ISOMETRIC • • • • %ESE ISOMETRICS ARE INTENDED FOR ATICAL PURPOSES ONLY; ALTERNATE RHEEM LISTED HEREIN MAY VARY IN APPEARANCE - Uf71i5 (2)•x10 SMS PER CLIP, TYP. INTERNAL POST ADJACENT TO CONTROL BOX O�© QA & © ARE SIM AND OCCUR ON OPP. FACES TIE -DOWN CLIPS N.T.S. ELEVATION ANCHOR SCHEDULE: O SUBSTRATE DESCRIPTION CONCRETE: (4" THICK MIN, 3000 PSI MIN.) (1)-1/4"0 1TW BUILDEX TAPCON ATT CARBON STEEL, 13." FULL EMBED TO CONCRETE, 3" MIN. EDGE DISTANCE, 3" MIN. SPACING TO ANY ADJACENT ANCHOR. CLI (---4.1.000" 0750" APPROVED DESIGN CRITERIA: 1---1.000" TIE -DOWN CLIP MIAMI TECH CUP: 14GA (0.07) ASTM A653 Fu=90 KSI STEEL (CIJTDB) OR 0.080" 5052-H32 ALUMINUM (CUTDAB), MIAMI TECH KIT x RRCUTDSMK OR RRCUTDASMK *31.25" y{ ,,'CLIP© mcL1PO .f 1O a � 6 CLIP®\ _I CLIP OFFSET DIMENSION SHALL '_ �.�,. � _�_.__.._�- BE TAKEN FROM THIS SIDE ONLY DATUM FACE 014 TIE -DOWN CLIP LAYOUT N.T.S. PLAN 0 DIM. 1 CONTROL BOX TIE -DOWN CLIP OFFSETS: DIM. 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 APPLICABLE MODEL S' RA1318, RA1324, RA1330, RA1336, RA1342, RA1418, RA1424, RA1430, RA1618, RP1418, RP1424, RP1430, RP1618, R131418. RP1524, RD1424 FRANK SENNAROO, P.E. `1P•.. �y 1� Oh TO !' b_ ► 16549 • Z.rt , d [Q aW%> g i 1.113;m3 m w 0� DESIGN NOTES: SITE-SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 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: THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014). THIS SYSTEM MAY 8E 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 114 ALLOWABLE STRESS HAS BEEN USED 10 THE DESIGN OF THIS SYSTEM. 3. DESIGN & CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH TEST REPORTx0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT (120 18 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 8E ITW BUILDEX BRAND, SAE GRADE 5, INSTALLED TO 3000 PSI MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL SHEET METAL SCREWS USED TO FASTEN CUPS TO MECHANICAL UNITS SHALL BE 110 (14 MIN THREADS PER INCH) GRADE 5 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 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 15 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 I5 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 111E 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. r. Kp OZ Q LL A3 , , , , 5 ({� ej O 3x41 111 . ,;111 hale 11 COMMIT FRAR(LBENPIW P.E 15-2543GA 6CALE1 NT 5. 1 PAGE DESCRIPTION! 31' TALL UNIT 21.78' a 29.76' FOOT PRINT 0,7 til TRANS BENNARDO, P.E. RHEEM SALES COMPANY, INC. ,111,1YPE46649 ,,, WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICAT'� CONCRETE SUPPORTING STRUCTURE BY 1B -GA ASTM A653 PAINTED STEEL CABINETRY SIM. 10 ((') BUT ON LOP. FACE. ••• • wa�ru a (iITILS L SUNIT • • ,•••'' U • :(L),./18 1S PER CLIP QR /ITS UP TO 35" TALL. (3)-Y S�CC��SS CLIP Fel WV* UP TO 3 IAII.4 Y (2) • • SMS SHOWN BELOW) • •• • • ANCHOR PER SCHEDULE 3000 PSI MIN CONCRETE BY OTHERS, TYP. • CONCRETE SUPPORTING STRUCTURE BY OTHERS, TYP. 'FRONT ISOMETRIC CONTROL BOX 1.4Nn 33 �S MGTM LY SIM. TO (A) SUI ON Orr. FACE MECHANICAL UNIT N.T.S. • • • •1}16E ISOMETRICS ARE INTENDED FOR DIA SIC %M1IATICAL PURPOSES ONLY; ALTERNATE RHEEM • iJA LISTED HEREIN MAY VARY IN APPEARANCE •••• O8L© ® & © ARE SIM AND OCCUR ON OPP. FACES 1 OTIE-DOWN CLIPS N.T.S. ANCHOR SCHEDULE: ELEVATION SUBSTRATE DESCRIPTION CONCRETE: (4" THICK MIN, 3000 PSI MIN.) (1)-1/4"0 ITW BUILDEX TAPCON ATT CARBON STEEL, 13•4" FULL EMBED TO CONCRETE, 3" MIN. EDGE DISTANCE, 3" MIN. SPACING TO ANY ADJACENT ANCHOR. INTERNAL POST ADJACENT TO CONTROL BOX UNIT BASE PAN BACK ISOMETRIC CLIP4 CLI CLIP OFFSET DIMENSION SHALL _ BE TAKEN FROM THIS SIDE ONLY 0 750" 0. TIE -DOWN TIE -DOWN CLIP MIAMI TECH CLIP: 14GA (0.07") ASTM A653 Fu=90 KSI STEEL (CUTD8) OR 0.080" 5052-H32 ALUMINUM (CUTDA8), MIAMI TECH KIT A RRCUTDSMK OR RRCUTDASMK ±35.25" )1/CLIPCI rIIIPOD DIM.1 I F I /\ CONTROL 1(/ -BOX DATUM FACE TIE -DOWN CLIP LAYOUT N.T.S. TIE -DOWN CLIP OFFSETS: DIM. 1 4.50^ MAX OFFSET FROM DATUM FACE DIM, 2 28.00" MIN OFFSET FROM DATUM FACE DIM. 3 29.00" MIN OFFSET FROM DATUM FACE DIM. 4 13.00" MAX OFFSET FROM DATUM FACE PLAN APPLICABLE MODELS: RA1348, RA1438, RA1442B, RA1624, RA1838B, RA1642B, RP1336, RP1348, RP1436, RP1442, RP1448, RP1530, RD1430, RP1536, RD1436, RP1542, RD1442, RAA]A1724, RAIUA2036, 1T7VUA2024 RPAIPI724, RPIUP1736, RAAlA1736, RP/UP2024 181 111 W P/PoBIR FTWA L EBUI/RDO PE 15-2543GA SCALE N.T.S. 1 pAOE DESCRIPTION! 33" TALL UNITS 33.76' %33.76' FOOT PRINT 7 1 1 1 1 1 RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATI FRANK BENNAROO, P.E. N, t PE46549 • • CONCILETE • 5 RUC URE NBY O&1ERS, TYP. • • VNn. 3,S )S M �h .4 18 -GA ASTM A653 PAINTED STEEL „ 2CABINETRY SIM. TO (C) Ruv t ON OPP. rACF: Z n •MECHANItJ& UNIT N.A. ••• • • • • •••• • • • • •• • ANCHOR PER SCHEDULE 3000 P5I MIN. CONCRETE BY OTHERS, TYP. • •• ITHESE ISOMETRICS OSS ONLYARE ; A TER FOR raj" PURPOSES ONLY; ALTERNATE RHEEM UNITS LISTED HEREIN MAY VARY IN APPEARANCE •••• • sIM. TO (A) BUT ON OPP. FACE CONCRETE SUPPORTING STRUCTURE BY OTHERS, TYP. FRONT ISOMETRIC CONTROL BOX MECHANICAL UNIT N.T.S. BACK ISOMETRIC (2)-#10 SMS PER CLIP, TYP. NTERNAL POST ADJACENT TO CONTROL BOX ®A & © ARE SIM AND OCCUR ON OPP. FACES TIE -DOWN CLIPS N.T.S. ELEVATION ANCHOR SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (4" THICK MIN, 3000 PSI MIN.) (1)-1/4"0 ITW BUILDEX TAPCON ATT CARBON STEEL, 11i'' FULL EMBED TO CONCRETE, 3' MIN. EDGE DISTANCE, 3" MIN. SPACING TO ANY ADJACENT ANCHOR. UNIT BASE PAN 0.313" )--41.000" 1.250 0.187" 0.306" _ TYP. 0 750" tr1.000" TIE -DOWN CLIP MIAMI TECH CLIP: 14GA (0.07") ASTM A653 Fu=90 KSI STEEL (CUTD8) OR 0.080" 5052-H32 ALUMINUM (CUTDA8), MIAMI TECH KIT # RRCUTDSMK OR RRCUTDASMK 137.25" CLIP(A. •'� DIM.1 0 �/-6 \ CONTROL CLIP OFFSET DIMENSION SHALL _ _ __-, I / `BOX BE TAKEN FROM THIS SIDE ONLY DATUM FACE 10TIE-DOWN CLIP LAYOUT N.T.S. PLAN TIE -DOWN CLIP 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 APPLICABLE MODELS: RA1360, RA1442A, RA1448,RA1460, RA1630, RA1636A, RPAJP2036, No.455¢q - ' SrA Eos• 5.1:%/eiFos NAI "c Zxx (40LL ' Wlli 9� NK:4 }i J p W a CORRId(T FRANC 6ENRVIBOP.E 15-2543GA SCALE: N.T.S. PAGE DESCRIPTION: 35' TALL UNITS 56.75• x 55.76" FOOT PRINT oF7 I i RHEEM SALES COMPANY, INC. {1NI INH WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICA�3O�`I`dS:TATE 'L►`�Y4 _ a 1—t1.DBD" _` * Nu. 46518 • 0+ ,s. M�'Itio �� 3ylT<f N7t� MWI'���"`3N71'LF 1 0.313"�'—�I�- �'•, STA Fp: UZ ;: 353 ice'- _ _• . \S„ 41 +may 9515 - _ - -- •S Jg"At4A, t-F�" / 0.750" Z 0• I. tE 6 ak \ _ i ...' - - 1?� '{-l' 1.2550,-- rii---�--e` ZORIW` u.• ''/ji„ CONAL 1111111111 { FRANK BENNARDO, P.E. PE46549 18 -GA ASTM A653 PAINTED STEEL CABINETRY SI6L 1'O ©SUI ON OPP. FACE SUP RTING STRICTURE BY 4444 r:• • • • • • • •• • • ANCHOR PER SCHEDULE 3000 PSI MIN. CONCRETE BY OTHERS, TYP. • •• MECHNSIBC.AL UNIT N.T.S. • • •••• • • SIM. TO (N 0117 ON OPP. FML CONCRETE SUPPORTING STRUCTURE BY OTHERS, TYP. • • • • FRONT ISOMETRIC • • MECHANICAL UNIT N.T.S. BACK ISOMETRIC • 071115E ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM eUbIT it9iED HEREIN MAY VARY IN APPEARANCE (4)-510 SMS PER CLIP, TYP. INTERNAL POST ADJACENT TO CONTROL BOX �& © ARE SIM AND OCCUR ON OPP. FACES TIE -DOWN CLIPS N.T.S. ELEVATION ANCHOR SCHEDULE: UNIT BASE PAN SUBSTRATE DESCRIPTION CONCRETE: (4" THICK MIN, 3000 PSI MIN.) (1).1/4"• CARBON STEEL SIMPSON STRONG BOLT 2, 1 V' MIN EMBED TO CONCRETE, 3' MIN. EDGE DISTANCE, 3' MIN. SPACING TO ANY ADJACENT ANCHOR. (1)-1/4"0 CARBON STEEL POWERS WEDGE BOLT*, 2)" EMBED TO CONCRETE, 3' MIN, EDGE DISTANCE, 3" MIN. SPACING TO ANY ADJACENT ANCHOR. SUPPORTING CONCRETE SUBSTRATE DEPTH SHALL BE A MINIMUM 1.5YANCHOR EMBED. EITHER ANCHOR FROM THIS SCHEDULE MAY BE USED FOR INSTALLATION. CLI CLI 00 00 00 00 0.187" --- I 0 r. 0.306"_ 0 TYP. r --t1.000. TIE -DOWN CLIP MIAMI TECH CLIP: 14GA (0.07") ASTM A653 Fu=90 KSI STEEL (CUTD10) OR 0.080" 5052-132 ALUMINUM (CUTDA10), MIAMI TECH KIT • RRCUTDLK OR RRCUTDALK 137.25" �._.._-., 1.:(CLLI � 11 N ^Y I IPO P© 8 w 4" DIM. 1 0 F S. CBOXONTROL CLIP OFFSET DIMENSION SHALL BE TAKEN FROM THIS SIDE ONLY DATUM FACE TIE -DOWN CLIP LAYOUT N.T.S. PLAN TIE -DOWN CLIP 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 APPLICABLE MODELS: RA1642A. RA1648, RA1660, RP1360, RP1460, RP1548, RD1448, RP1560, RD1460, RANA1748, RNUA1780, RA/UA2046, RANA2060, RP/UP1748, RPIUP1760, RPNP2048, RP/UP2060, CDPI RIOFITER N(L BERN/MOM 15-2543GA SCALE: N.T.S 1 PAGE DESCRIPTION: 51"TALL UNITS 55.75' 105.76' FOOT PRINT 7 I RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICATI EXPLODED VIEW -i UNIT UNIT WIDTH 28.78•,x LENGTH 29. 5 ' UNIT HEIGHT Sr MAX SEE DETAIL VT 0.313 SEE DETAIL 4/I HOLE (5-53114" x 30'IMIN)- 40'(MAX) LONG R1)4) L W7 ALIALIPIUM ANGLES TH LENGTH LENGTHCENTEREO PERPENDICULAR TO BUPPOI_NG FR A7T/�H MMES TIRAME WTH (11jL-0 THRU�L18 INTIMA 124666 ATTNE • • •••• •` • • • •• • INTFILFACE BETWEE[! ANGLE ANOF1AME(TOT01 E(4) BOL7•WIL•BE USE•) ATTACH ANGLES TO FRAME WITH (l)-%"0 THRU80LTS, TYP. FRONT ISO / BACK ISO 30' (MINT I40'(MAX)--> •• •• StPORT•UME • •• gm MOUNT EXPLODED VIEW • Ad" • • • • •• 5 • • FROM ISOV • T11.3•I8113I8ETRIC8 ARE NTEN•IIM•R• DIAGRAMMATICAI PURP0353 ONLY, ALTERNATE RHEEM UNITS LISTVD HEREIN MAY VARY IVIVAI • • .08T BY • • LbfNTBOXROL •••• • • •••• YC" TNRU BOLT WITH WARNER NUT FASTENING CLIPS TO ALUMINUM ANGLE. TSP. • SUPPORT FRAME (BY OTHERS), TYP. 2000' CENTER TO CENTER 1 O SUPPORT ANGLE 25VXY' x 301MIN)- 401MAX) LONG (LLH) ALU/ANUMANGLE CENTERED ABOUT SUPPORT FRAME, TYP. N.T.S. ELEVATION 5) 010 8M8 PER CLIP, TYP. 215131)8' x 30'(MI14)-40'(MAX) LONG (LW) ALUMINUM ANGLE CENTERED ABOUT SUPPORT FRAME, TYP CORNER POST SUPPORT FRAME (BY 2' 1'25) x 50'(MINI.401MAX) LONG OTHERS) NOT SHOWN (LLH) ALUMINUM ANGLE CENTERED FOR CIMTTY, ISP. ABOUT 6UPPORT FRAME, TYP. ©TIE -DOWN CLIP ATTACHMENTS N.T.S. ELEVATIONS CUP OFFSET DIMEN5108 SHALL BE TAKEN FROH THIS 5(DE ONLY TIE -DOWN CLIP LAYOUT N.T.S. NOTE: UNIT SHALL 8E CENTERED ABOUT THE 20' RAIL TO RAIL SUPPORTING FRAME (BY OTHERS) TIE -DOWN CLIP OFFSETS: UPPORT FRAME OW OTHERS), TYP. CORNER POST DIM. 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 3/00 THRU BOLT WITH WASHERS & NUT FASTENING ANGLE TO SUPPORTING FRAME. PLAN 00.313• TYP. CLEARANCE HOLE OR SLOT 0.1870' 0.3083"—y UO TIE DOWN CLIP A 1000' REFERENCE <--o.3063' V MIAMI TECH CIIP 140* (007') ASTM 0853 53=90 K8) STEEL(CUTD10), MOW I TECH KITS RRCUT03OK APPLICABLE MODELS' RA1318, RA1324, RA1330, RA1336, RA1342, RA1418, RA1424, RA1430, RA1618, RP1418, RP1424, RP1430, RP1518, RD1418, RP1524, RD1424 ST FRANK BENNARDO, P.E. 1,1448 PE46549 APPROVED DESIGN CRITERIA:* 54190 c APPROVED DESIGN STATE CF U'• F 200 PSF1. CRITERIA: WIND L(yNALs tumult 100 PSF UPLIFT' WIND LOAD (CONCURRENT) DESIGN NOTES: SITE-SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 16 OF THE FLORIDA 80001NG 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 8A5)5 IN ACCORDANCE WITH THE GOVERNING CODE. GENERAL NOTES: 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014). THIS SYSTEM MAY BE 3551) WITHIN AND OUTSIDE ME HIGH VELOCITY HURRICANE ZONE. THIS DESIGN IS NOT INTENDED TO CERTIFY IMPAR 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 IS APPROVED THROUGH TEST REPORTit0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT (120 L8 MINIMUM) OF MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN. ALL MECHANICAL SPECIFICAT IONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF TILE CONTRACTOR. 5. ALL SHEET METAL SCREWS USED TO FASTEN CUPS TO MECHANICAL UNITS SHALL BE 010 (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 & 9515. PROVIDE (5) NICHES 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 2xD1AMETER EDGE DISTANCE. 6. ALUMINUM ANGLES SPECIFIED HEREIN SHALL BE 6061-76 ALUMINUM ONLY. 7. CONNECTIONS TO THE SUPPORTING FRAME (BY OTHERS) CONSIDER A FRAME MEMBER THAT IS 6061-16 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 15 RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 9. ELECTRICAL GROUND, WHEN REQUIRED, 1013E 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 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 15 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-T1GHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. 11 U Y' z ca 0 Ln 15-2564RE SOLEI N.T.S. 1 p255 DESCRIPTION, 31' TALL UNIT 28,76' x 28.76' FOOT PRINT OF 7 • FRANK BENNARDO, P.E. S PE46549 1INJJJJ. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICATION` •• \-\C.,�', s * AA`A11L! ND.11L *165.,1/4 -W..STATE OF Zry! P ,. J''ss�0NAL EN�'� //7nnnuu111^`' Z 11111) EXPLODED VIEW RHEEM SALES COMPANY, INC. 1 UNIT UNIT I LMOTH 33.75• LENGTH 33.75' UNIT HEIGHT 38" MAX 8EE DETAIL 441 (INI 49BAAX) LONO9A1*) ALUMINUM ANGLES 8101 LENGTH CENTERED PERPENDICULAR TO SUPPORTNG FRAME \`ATTACH ANGLES TO FRAME WITH (1)1("0 TNRUBOLTS WRH WASHERS NUT AT THE INTERF.LE SEMEN/4 ANGLE AND•RAMICTOTN&F(4) BOLT* WALL P. IED) • • SUPPORT FRAME • • •••• TYP. MOUNT . • UDED V E • N,T.S. • • THESE ISOMETRICS *AO • • • • • YONDED FOR •DIAGRAMMATICAL PURPOSES 040)1 ALTERNATE RMEEM UN(T • LT6TED HEREIN MAY VARY W APPEARANCE • TBY C TROL • • BOX • • RIC 8EE OETARA 0.313 1101.E OMOUNT ISOMETRIC VIEW 1 FRONT ISO / BACK ISO 30(M01).40(MM) ATTACH ANGLES TO FRAME WITH (1)-340 THRUBOLTB, TYP. SUPPORT FRAMEIBY OTHERS). ISP. CENTER 70 CENTER OSUPPORT ANGLE 1 711"4" X 39(MIN)- 40lMAX)LONG (LLH) ALUMINUM ANGLE CEN IEREU ABOUT SUPPORT FRAME. TYP. N.T.5 ELEVATION SMS PER CLIP, TP. 00313.0 CLEARANCE HOLE OR SLOT • )) 0 THRU BOLI • vow *ASHER 8 • NMI FAIRING • C•IP UMNUM ANGLE,TYP. 711'11/8" A 3011t1 N) • 40'(MAX) LONG (LLH) ALUMINUM ANGLE CENTERED ABOUT SUPPORT FRAME, TYP. N�Ea ry f s o v DIM. 1 CLIP OFFSET DIMENSION 51NLL l ` BE TAKEN FROM THIS SIDE ONLY• r X DATVM FACE TIE -DOWN CLIP LAYOUT CORNER POST SUPPORT FRAME (BY 0,11E116160'T SHOV 9 FOR CLARITY, TYP. \ _7501..K"X39(MIN)- 401MAX) ONG ALUMINUM ANGLE CENTERED ABOUT SUPPORT FRAME. TYP. 01 4 TIE -DOWN CLIP ATTACHMENTS N.T.S. ELEVATIONS N.T.S. UPPORT FRAME (8Y OTHERS), IYP. 3/8"0 THRU BOLT W1T11 WASHERS & NUT FASTENING ANGLE TO SUPPORTING FRAME. PLAN TIE -DOWN CLIP OFFSETS: DIM. 1 4.50" MAX OFFSET FROM DATUM FACE DIM. 2 28.00" MIN OFFSET FROM DATUM FACE DIM. 3 29.00" MIN OFFSET FROM DATUM FACE DIM. 4 13.00" MAX OFFSET FROM DATUM FACE NOTE: UNIT SHALL BE CENTERED ABOUT THE 29 RAIL TO RAIL SUPPORTING FRAME (BY OTHERS) 0 ` o°0 0.(679 00 -40 0 53083'-> O O 0 00 O0 1409 REFERENCE F0 3053.. TIE -DOWN CLIP MIAMI TECH CLP. 120A (0.091A3IM AS53 Fu480031 STEEL (CUT 014 MIAMI TECH KR t RRCUTD34K APPLICABLE MODELS: RA1348, RA1436, RA1442B, RA1624, RA1838B, RA184213, RP1336, RP1348, RP1438, RP1442, RP1448, RP1530, RD1430 RP1536, R01438, RP1542, R01442, RANA1724, RA/UA2038, RAAlA2024 RP/UP1724, RP/UP1738, RAIUA1736 RP/UP2024 Approved Wn160 R. �BIE( sy L Z ca 0 Ln J (n W 1- S ec 15-2564RE SCALE! N.T.S. 1 PAG! DESCRIPTION: 35" TALL UNIT 35.736 36.79 FOOT PRINT OF 7 11./I FRANK BERNA IDO, P.E. L\\\n•" - 11/// • PE46549 RHEEM SALES COMPANY, INC. .,�,P�K� E ,- �ti WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICAT!O'\fS\G ' Ali NO4 qg • • c EXPLODED NEW •) • • • UNIT UNI DTH 35.751 LENGTH 35.75 - THESE ISOMETRICS ARE INTENDED FOR OIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM UNITS LISTED HEREIN MAY VARY IN APPEARANCE ADD (2)/10 X3N STNNLESS STEEL SCREWS TO CONTROL BOX COVER SIDES (33"31' TALL MODELS ONLY) • • (20'X3^48"% 30TMIN)- ALUNWUM LENGTH CEYPTER PERPENOX;U TO • SUPPORTWG FRAME •ATTACH AN R 12E RAM!\MTH(1(%" HR) 0110 • wrrii WASHEMANOTOTINAP INTERFACE BETWEEN ANGLE •BOLTB WILL USE ••.••• •I� UNIT HEIGHT SI•MAX. EE DETAIL dl •••• • • •••• • SUPPOSIF FRAME • • • •••• (BY OTHEI0) • • MOUNT EXPLODED VIEW •• • • • T.S. • .00I Bl•• 0♦NTR•L • •qr• FR0PrIttpETN7t• SEE DETAIL4/1 IV 0 O, OMOUNT ISOMETRIC VIEW 1 N.T.S. FRONT 150 / BACK 150 "(MIN)-4WIMOX) i ATTACH ANGI ES TO FRAME MATH )1)0)%10111RUBOLTS. SEE GENERAL NOTES FOR ADDITIONAL REINFORCING PLATE USED AT THIS LOCATION. TYP. SUPPORT FRAME (BY OTHERS). TSP ) 010 SMS PER CUP. TIP 20.00' MINIMUM CENTER TO CENTER C) SUPPORT ANGLE N.T.S. ELEVATION 00313.0 CIEARANCE- HOLE OR 3103188"x30001)1)- SLOT 401(MAX)LONO ALUMINUM ANGLE CENTERED ABOUT SUPPORT FRAME. TYP. (10 TT6TU BOLT WITH VIASIER& NUT FASTENING CLIPS10 ALUMINUM ANGLE. TYP. 3'1LTX1)0 X 3011.144)-40')MAX) LONG ALUMINUM ANGLE CENTERED ABOUT SUPPORT FRAME, TYP. SUPPORT FRAME(BY OTHERS) NOT SHOWN FOR CLARITY, ITP. 3'k31 88'X 301M04) -40 -(MAX) LONG AU MINUMANGLE CENTERED ABOUT 8UPPOLL1 WANE, ITP. OTTE-DOWN CLIP ATTACHMENTS N.T.S. ELEVATIONS TIE -DOWN CLIP OFFSETS: 24 F DIM. 1 CI IP OFFSET DIMENSION 5HALL �.$- BE TAKEN FROM TINS 8TD)rDRLY DATUM FACE 60 BOX TIE -DOWN CLIP LAYOUT N.T.S. NOTE: UNIT SHALL BE CENTERED ABOUT THE 20' RAIL TO RAIL SUPPORTING FRAME (BY OTHERS) SUPPORT 0.0140(05 OTHERS), TYP. DIM. 1 4.50" MAX OFFSET FROM DATUM FACE DIM. 2 DIM. 3 DIM. 4 30.00" MIN OFFSET IRON DATUM FACE 31.00" MIN OFFSET FROM DAIUM FACE 13.00" MAX OFFSET FROM DATLR4 FACE 3/8 01008 BOLT WITH WASHERS & NUT FASTENING ANGLE TO SUPPORTING FRAME. PLAN APPLICABLE MODELS: RA1360, RA1442A, RA1448,RA1460, RA1630, RA1636A, RP/UP2038, RA1642A, RA1648, RA1660, RP1360, RP1480, RP1548, RD1448, RP1560, RD1460, RAIUA1748, RANA1760, RA/UA2048, RANA2060, RP/UP1748, RPNPI760, RPIUP2048, RPNP2060, CORNER POST 313"X(6' NGLE, 14,00' REFERENCE 1.00' TIE -DOWN CLIP MIAMI TECH CLIP: 120A (0001 ASTM 4.651 FOANO KSI STEEL(CUTD14), MIAMI TECH KIT• RRCUTD361( 0.216" MIN. 0.125" SUPPORTING FRAME (BY OTHERS), TIP. 1'83'0)8" REINFORCEMENT PLATE AT THE UNDERSIDE OF THE FLANGE FOR AN OVERALL FLANGE THICKNESS OF 0.216.11N, NP. REINFORCING PLATE = 1'-0" SECTION a ' bib 11 COPIAgTFMKKL SENNNWOPE 15-2564RE SCALE. N.T.S. 1 PAGE DESCRIPTION. S1' TALI MIT 55.26.0 36.76' FOOT PRINT OF 7