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MC-17-2492Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Is Permit Na MC-10-17-2492 Permit Type: Mechanical - Residential Work Classification: A/C Replacement' Permit Status: APPROVED Date: 10/3112017 Expiration: 04/29/2018 Parcel Number Applicant 731 NE 95 Street Miami Shores, FL 1132060142130 ' Block: Lot: FENTON FIVE GROUP, INC Owner Information Address Phone CeII FENTON FIVE GROUP, INC 731 NE 95 Street MIAMI SHORES FL 33138- (305)796-5460 731 NE 95 Street MIAMI SHORES FL 33138- Contractor(s) LORD'S A/C CORP Phone CeII Phone (786)260-4783 Valuation: Total Sq Feet: $ 5,000.00 0 Tons: Additional Info: 4 TON A/C CHANGE OUT & RELOCATE ACC Classification: Residential Approved: In Review Comments: Date Denied: Scanning: 3 Date Approved: : In Review Type of Work: 4 TON A/C CHANGE OUT & RELOCA Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.00 $2.63 $2.00 $1.00 $175.00 $9.00 $4.00 $196.63 Pay Date Pay Type Invoice # MC-10-17-65402 10/19/2017 Check #: 1077 $ 50.00 $ 146.63 10/31/2017 Check #: 1084 $ 146.63 $ 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. OWNERS AFFIDA T: I certify th. a}I the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construc • •'ing. Futher. .re/( authorize the above -named contractor to do the work stated. `'. Aut • rized Sig Applicant / Contractor / Agent October 31, 2017 Date Building Department Copy October 31, 2017 1 BUILDING PERMIT APPLICATION 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 PTJVED OCT 2017 FBC 201q Master Permit No. R C 141—Z13 do Sub Permit No. MC i g — 24G �� — 2 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION El RENEWAL PLUMBING ECHANICAL 0 PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: -73 I N6 S-7H T. City: Miami Shores County: Miami Dade Zip: a31 3B Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): F / YtcD)% F ( U 6.1 .C;t)p Phone#: Address: 76, L ft 5 r City: /14I I State: Ft. 3oS_- - 5 geo Zip: 3316 Tenant/LesseeeeNName: Phone#: T[; Email: 7‘-)Th,iE1ve GItoU4' ® IM/ f (. Cc]i'Vl CONTRACTOR: Company Name: Lop-t) „ CC_ 0_0 RF Phone#: `/s67.(0c"f %a3 Address: 132-(QA U) C� City: 'F}A1 ki State: 1 f/ Zip:3Z.,S• Qualifier Name: Q &., NZ aI en.)fG{ 1Q V Ji. Phone#: 'TM/ 24,0 y''% g3 State Certification or Registration #: _F C P.) Llp4(M ► Certificate of Competency #: DESIGNER: Architect/Engineer: 4254.a.d v/QC/ r Phone#:7 ' -gs-"U.3�i6 Address: /'/75 /f/C /o2vr .ST?eaJ/ .2 City:�� j Zip: 33/G/ d O b� /►'//Q�Ji State: Value of Work for this Permit: $ 5O ©0 — Square/Linear Footage of Work: Type of Work: ElI� Addition I Alteration I I New epair/Replace ❑ Demolition Description of Work: <-C -r C_ Cif) Pc w o (21' `,ta C �C' k C,Ct R-bC iO p LA iuS , `1Th � 5 Specify color of color thru tile: Submittal Fee $ SOPetld Permit Fee $ 11 t 66 CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Z . 3 DBPR $ 2 Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) 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 reinspection fee will be charged. Signature O NER or AGENT Signature / CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of der ,20/7 ,by who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: ,/ Print: AD Seal: APPROVED BY AZ1-L,4 ADNER LAPLANTE Notary Public - State of Florida Commission # GG 096962 My Comm. Expires May 20, 2021 Bonded through National Notary Assn. / ? day of e;e•AjhoC , 20 % 7 , by :-e#42./),a,,/4', who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: **************** s Examiner Structural Review ADNER LAPLANTE Notary Public - State of Florida Commission # GG 096962 My Comm. Expires May 20, 2021 Borded thrcuoh I aticral Notary Assn. as ************** Zoning Clerk (Frevised02,2a/2S14) LORD'S A/C Date: ib\ac)\ State of Florida County of '6 Fzd t2 Before me this day personally appeared Edgar Greenhauff who, being duty sworn, deposes and says: That he or she will be the only person working on the project located at: 131 Ne 51 IPUATivki Sworn t affirmed) and subscribed before day of by by Personally know Or Produced Identification ;,%, Type of Identification Produced cA_ Print, Type of Stamp Name of Notary DONNADEPAUL 2 �• .i s MY COMMISSION # GG 070041 { ; ��` •�io•,: EXPIRES: February 6, 2021 Ntd pr Bonded Pau Notary NW Undeue/ ters 13261 SW 7th Court • Davie, FL 33325 • 786.260.4783 • edga gsr@yahoo.com Licensed and Insured CAC1816488 Notice to Owner — Workers' Com p Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKN LEDG THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENT Signatur State of Florida County of Miami -Dade The foregoing was ac Notary: c 1 cd \Jd SEAL: CARIDAD VILA NOTARY PUBLIC ATE OF FLORIDA Commit FF223862 : Expires 6/22/2019 ner wled : e before me this day of , 20 (1 . who is personally known to me or has produced as identification. 0' go"un!mlm,!INFMN...sriPr%!t•t'!.!Pt•.•!':''....d4.!§SlnP.aoN!,„„,- 7.11W1,,,e,..scovimliiiweat.:akewaroo BROVVARD COUNTY LOCAL BUSINESS TAX RECEIP 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301.-1895 — 9 'VALID OCTOBER 1, 2016 THROUGH SEPTEMBER DBA: LORDS AC CORP BUSitiess Name: Owner Name: EDGAR GREENHAUFF Business Location: 13261 SW 7 CT DAVIE Business Phone: 786 -260-4783, Rociins Se, Employees 1 Receipt #:111A TING/AIRCONDITION CO Business Type: (A/C CONTRACTOR) • Business Opened:02/1V2012 State/County/Cert/Reg:CAC1816488 Exemption Code: Machines Professionals ° For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF. Fee Penalty Prior Years Collection Cost Total Paid 27 . 0 0 0.00 ' 0 . oo 0.00 'r 0:60 0.00 27.o0 THIS RECEIPT MUST BE POSTED. CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business' is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: LORDS AC CORP 13261 SW 7 CT DAVIE,. FL 33325 U . S . A . 2016 - 2017 Receipt *04B-15-00007222 Paid 07/29/2016 27.00 or. ....1 CERTIFIED° www.ahridirectory.org •an r Certificate of Product atings AHRI Certified Reference Number: 7492558 Date: 10/13/2017 Product: Split System: Air -Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: RA1448AJ1 CFIVED Indoor Unit Model Number: RH1T4821STAN QCT 2017 Manufacturer: RHEEM SALES COMPANY, INC. B Trade/Brand name: RHEEM; RUUD Region: All (AK, AL, AR, AZ, CA, CO, CT, DC, DE, FL, GA, HI, ID, IL, IA, IN, KS, KY, LA, MA, MD, ME, MI; MN, MO, MS, MT, NC, ND, NE, NH, NJ, NM, NV, NY, OH, OK, OR, PA, RI, SC, SD, TN, TX, UT, VA, VT, WA, WV, WI, WY, U.S. Territories) Region Note: Central air conditioners manufactured prior to January 1, 2015, are a igibje 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 nariie' 1 Cooling Capacity,(Btuh): EER Rating (Cooling): P Manufacturer responsible for the -rating of this systern combination 1 SAL4§43QMPAtly? MjC Rated`as foliows i d " th AHRI�Standard.210/240-2008 for Unitary Air -Conditioning mid Air -Source• � � Ithand.: Heat�Pump Equipment .and �subject�to verification of rating accuracy by AHRI spoitsoi'ed, independent,. partyy testing' L.t _ F _ _ . �-r .... i Y 8 ; • . • ,, •, • s • iI � € • y • 110 _ ,...\ L rj 1 • • } • • •• • •••••• • • ..• • • • naccor ancewi 46500 ' t" 57 12.50 `•.:SEER°Rating"(Cooling):=y -.: 15.00._-_ IEER Rating (Cooling): " Ratings followed by an asterisk (*) indicate a voluntary rerate of prevlbusly published da PERMFF-#: Miami ShcresVillage APPFFO' ED 70NING DEP C orpT CK;MPIYNCE m ALL FEDERAL ,.Nu LLIJN I y rtLL_$ AND REGULATIONS a, unless accompanied with a WAS, which indicates an.involuntaryrerate. 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 thls Certificate. Certified ratings are valid only for models and configurations listed In the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The contents of this Certificate may not, in whole or in part, be reproduced; copied; disseminated; entered into a computer database; or otherwise utilized, in any form or manner or by any means, except for the user's Individual, personal and confidential reference. CERTIFICATE VERIFICATION The information for the model cited on this certificate can be verified at www.ahridirectory.org, click on "Verify Certificate" link 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. ©2014 Air -Conditioning, Heating, and Refrigeration Institute CERTIFICATE NO.: AIR-CONDITIONING, HEATING, & REFRIGERATION INSTITUTE we make life better" 131523817795266507` DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA} Rheem Sales Company, Inc. 5600 Old Greenwood Rd. Fort Smith, AR 72917 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.eov/economy 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 Pt •Control Section that this product or material fails to meet the requirements of the applicable j iilding code, • • This product is approved as described herein, and has been designed to comply whit tbAglorida•$uiiatng Code, including the High Velocity Hurricane Zone. • • • • • DESCRIPTION: Mechanical Unit Steel and Aluminum Tie -Down Clips for QM:Wand ROQftp4. • Applications • • •• APPROVAL DOCUMENT: Drawing No. 15-2543GA and 15-2564RE, titled "'Wald I1bad CBGdtion of Mechanical Unit Cabinetry and Steel/Aluminum Tie -Down Clips: At Grade and ReeiMounted • •• • Applications", sheets 1 through 7 of 7, dated 05/14/2015, revised on 11/20/2015, prepare; by Ergijt Zing Express, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami -Dade Cpun y Product Control • revision stamp with the Notice of Acceptance number and expiration date by the Midthi-Dade Cdlthty: Product Control Section. • • MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 15-0903.08 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI-DADE COUNTY APPROVED NOA No. 16-0712.07 Expiration Date: February 25, 2021 Approval Date: July 28, 2016 Page 1 • • Rheem Sales Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 15-0903.08" 1. Drawing No. 15-2543GA and 15-2564RE, titled "Wind Load Certification of Mechanical Unit Cabinetry and Steel/Aluminum Tie -Down Clips: At 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 "Submitted under NOA # 15-0903.08" 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 Mechmig41.Units, prepared by American Test Lab of South Florida, Test Repoi No. �0323.b1 15, dates 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 f 1720/20):5 rpied and sealed by Frank L. Bennardo, P.E. . • . . D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. • . • . . • • .• . .•. • .. . • . • F. STATEMENT "Submitted under NOA # 15-0903.08" 1. Statement letter of code conformance to the 5th edition (2014) FBC issued by Engineering Express, dated 08/24/2015, signed and sealed by Frank L. Bennardo, P.E. 2. Statement letter of no financial interest issued by Engineering Express, dated 11/20/2015, signed and sealed by Frank L. Bennardo, P.E. 3. Distributor agreement dated 11/12/2015. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 16-0712.07 Expiration Date: February 25, 2021 Approval Date: July 28, 2016 E -1 RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS CONCRETE SUPPORTING STRUCTURE BY OTHERS, TYP. ANCHOR PER SCHEDULE 3000 PSI MIN CONCRETE BY OTHERS. TYP. uNt1 �511'PX}`� 9 S.M47 I8-GA ASTM A653 PAINTED STEEL CABINETRY^M Slrl. TO (C] BUT =' ON OPP. FATE Z ^ CONCRETE SUPPORTING STRUCTURE BY OTHERS, TYP. 0 MECHANICAL UNIT N.T.S. FRONT ISOMETRIC SIM. TO rg) BUT ON OPP. FACE. , CONTROL BOX 01 2 MECHANICAL UNIT N.T.S. BACK ISOMETRIC THESE ISOMETRICS ARE INTENDED FOR OIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM UNITS LISTED HEREIN MAY VARY IN APPEARANCE (2)410 SMS PER CLIP, TYP. & CARE SIM AND OCCUR ON OPP. FACES TIE -DOWN CLIPS N.TS. ELEVATION ANCHOR SCHEDULE: SUBSTRATE DESCRIPTION NTERNAL POST ADJACENT TO CONTROL BOX CONCRETE: (4' THICK MIN, 3000 PSI MIN.) (1)•1/4.0 ITN BUILDEX TAPUIN ATT CARBON STEEL, 1% FULL EMBED TO CONCRETE, 3' MIN. EDGE DISTANCE, 3' MIN. SPACING TO ANY ADJACENT ANCHOR. UNIT BASE PAN PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0712.07 ni F Expiratlo•02/25/2021 0 4. U O O e Product ontro oXTROL LIP OFFSET DIMENSION SHALL a' -.._ BE TAKEN FROM THIS SIDS ONLY [ • • DAjUNEACF• • • • • • • 1 O TIE -DOWN EL.P...Watt : : • N.T.S. • • • • • • • • •• • • • •• • • • •• *31.25' I—}l.00a" APPROVED DESIGN 0.750' CRITERIA: r---T1.DOD' TIE -DOWN CLIP MIAMI TECH CLIP: 14GA (0.07") ASTM A653 Fu..90 WSJ STEEL (CUTDB) OR 0.08o' 5052-H32 ALUMINUM (CUTDAB), MIAMI TECH KIT NJ RRCUTDSMK OR RRCI.TTDASMK TIE -DOWN CLIP OFFSETS: DIM. 1 4.50' MAX OFFSET FROM DATI41 PACS. DIM. 2 24.50' MIN OFFSET FROM DATUM FACIE DIM. 3 25.25' MIN OFFSET FROM DATUM FALI DIM. 4 13" MAX OFFSET FROM DAWN FACE • tE. APPLICABLE MODELS'" RA1318, RA1324, RA1330, • RAllagt I•A1342, RAi•t8. • RA1421t RA1430, R•181R •• • RP141A, RP.1424. R�143R • • API51S RD1411, RIP1520, RD142� • • • • • 60 PSF LATERA WIND LOAD 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 BYA REGISTERED DESIGN PROFESSIONAL ON A JOB -SPECIFIC BASIS 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 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 31-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. DESIGN B CERTIFICATION OF THE UNIT CABINETRY IS 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, SAE GRADE 5, INSTALLED TO 3000 PSI MIN CONCRETE SEE ANOiOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL SHEET METAL SCREWS USED TO FASTEN CUPS TO MECHANICAL UNITS SHALL BE #10 (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. A5 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 I5 RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 8. ELECTRICAL GROUND, WHEN REQUIRE), TO BE DEIGNED & 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.EKCEPTAS EXPRESSLY PROVIDED HEREIN, NO ADDITIONALCERTIFLCATRINS OR AFFIRMATIONS ARE INTENDED. 10. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FORA 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 BETRE RILL 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 FORANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE FULL RESPONSIBILITY DP THE INSTALLING CONTRACTOR. • • I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • FMNK BENNANDO, P.E WWI RHEEM SALES COMPANY, 61 15-2543GA SCRIM NTS. I PA6! DESCIDPTIOBL 14r TALLUNN z&i'x2A74POOTPg1NT I(7 t 1d 1 RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICA }-}1.000" CONCRETE SUPPORTING STRUCTURE BY OTHERS, TYP. 3;EN Mer6, 1B-GAASFM A653 PAINTED CABINETRY 1 SIM. TO (/ BUT = Q, ON OPP. FACE 2 "I CONC SUPPORTING STRUCTURE BY OTHERS, TYP. O1 MECHANICAL UNIT N.T.S. FRONT ISOMETRIC (2)-410 SMS PER CLIP FOR UNITS UP TO 35' TALL (3)410 SMS PER CUP FOR UNITS UP 113 39" TALL (ONLY (2) SMS SHOWN BELOW) ANCHOR PER SCHEDULE 3000 PSI MIN CONCRETE BY OTHERS, TYP. U,y J3 Sin th/ SIM. TO (t)) BUT ON OPP. FACE CONTROL BOX MECHANICAL UNIT (I) N.TS. BACK ISOMETRIC THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM UNITS LISTED HEREIN MAY VARY IN APPEARANCE ® & © ARE SIM AND OCCUR ON OPP. FACES 0TIE-DOWN CLIPS N.T.S. ANCHOR SCHEDULE: ELEVATION SUBSTRATE DESCRIPTION CONCRETE: (4" TRICK MIN, 3000 PSI MIN.) (1)-1/4'0 ITW BUILDER TAPCON ATT CARBON STEEL, 1)Y. FULL EMBED TO CONCRETE, 3' MIN. EDGE DISTANCE, 3" MIN. SPACING TO ANY ADJACENT ANCHOR. NTERNAL POST ADJACENT TO CONTROL BOX CLIP OFFSET DIMENSION SHALL BE TAKENFRD)a T71L'S SIDE OILY• fTIE TIE —DOWN CLIP OFF$E] _ DIM. 1 4.50" MAX OFFSET FROM DANM niCE DIM. 2 28.00" MIN OFFSET FROM•DATUM TVE DIM. 3 29.00" MIN OFFSET FRG•1 DATUM UAW DIM. 4 13.00" MAX OFFSET FRROPIRITUM RICE 0.313* 1.250 0.187" 0306" TYP. O 0 w 0.75D" 1 — T1.ODo" TIE -DOWN CLIP MIAMI TECH CUP: 14GA (0.07") ASTM A653 Fu=90 KSI STEEL ALUMI UM (CUTDAB), MIAMI TECH KIT • RRCUTDSMK OR RRCUTOASMK DATW4 Fh5 N.T.S.•• ••• •• • • • •• • • APPLICABLE IAOOELS: RA1348, RA1438, RA1442B. • dime, ,,t�ttAA1838B, 1642 • RP15 11P1348, 4 6, .. • • RP14 RP1530. • • •0D/43.RP1642, 0, RP 6, • • •RARAV V4, RAA143O �ee • RA/U ♦E024 RP/UP17�4, RPAU1738, RAIUAI738, RP1UP2024 PRODUCT REVISED as complying with the Florida Building Coder NOA-No. 16-0712.07 Expiration 02125/2021 • roduct control BI' Ir•A tl1r FRANK BENNAROQ I.E. •1E46549 i£ 7 COMIU NR4•!L®NAINAE. 15-2543GA SCALE, N.T.B. 1 ppoe DE5CRIP110N. Sr TALL Witte N.76' c3176. FOOTPRINT ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • a RHEEM SALES COMPANY, INC. 11 4K so/NA000, P.B, • WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICATI bE No 465 0.313' 5. S. ▪ 9�., ETA E OFt[°t s as S . PF • ��RIO r tg ssn44,i.z `�`S'••,,.. •• _e gg Uda y/�SPS`FN/ V35 5 M \ 2S• GTy �O ` /�•,SiONA �I i • a �' u ZS a 18-GA ASTM 0 W WNi J 3 d `?•�3 r�� �i� A653 PAINTED 2 �� , LLI F =�fi STEEL 3 , � CABINETRY i SIM. TO ©BUT z a > SIM. To ® BUT ON OPP. FACE ON w PP. FACE I f, CONCRETE SUPPORTING STRUCTURE BY OTHERS, TYP. ANCHOR PER SCHEDULE 3000 PSI MIN CONCRETE BY OTHERS, TYP. CONCRETE SUPPORTING STRUCTURE BY OTHERS, T'P. CONTROL BOX CDMECHANICAL UNIT N.T.S. FRONT ISOMETRIC 2 MECHANICAL UNIT 1 N.T.S. BACK ISOMETRIC THESE ISOMETRICS ARE IN SIDED FOR DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM UNITS LISTED HEREIN MAY VARY IN APPEARANCE ®®©ARE SIM AND OCCUR ON OPP. FACES (-D TIE -DOWN CLIPS N.T.S. ELEVATION ANCHOR SCHEDULE: SUBSTRATE DESCRIPTION CONCRETE: (4" THICK MIN, 3000 PSI MIN.) (1)-1/4"017W BUIIDEX TAPOON ATT CARBON STEEL, 11'i FULL EMBED TO CONCRETE, 3" MIN. EDGE DISTANCE, 3" MIN. SPACING TO ANY ADJACENT ANCHOR. NTERNAL POST ADJACENT TO CONTROL BOX CL CONTROL CLIP OFFSET DIMENSION SHALL _ _ . _ - —.•-, • • BETAKEN FROM THIS SIDE ONLY • • DATNM FtE • • • • • • 0.750" i----T L000" TIE -DOWN CLIP MTAMI TECH CUP: 14GA (0.07") ASTM A653 Fu=90 KSI STEEL (CUTDB) OR 0.080" 5052-H32 ALUMINUM (CUTDA8), MIAMI TECH KIT # RRCUTDSMK OR RRCUTDASMK OTIE—NOV CVO L:0(1011 r •. N.T.S•• • • • •• • • • i3AN TIE -DOWN CLIP OFFSETS: DIM. 1 4.50' MAX OFFSET FROM Oln'UhIte DIM. 2 30.00' MIN OFFSET FROM I7•TUM (ACE DIM. 3 31.00" MIN OFFSET FReDATUM4IiE DIM. 4 13.00' MAX OFFSET FR•I•DATUN ASCE APPLICABLE MODELS: . •RA rue A, • . • . • .. RA763 RA1808A,. . • • • IP IB, • • • • • • •• • • •• • • •• • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0712.07 Expiration '.02/25/2021 By Mlam • P • • act Control RHEEM SALES COMPANY, INC. COMM! RIVAL BEIlWildPE 15-2543GA BGLH N.T,S. I pABB DRSCNIPBONt 9STMLINN'B 35.78•i 85.78" FOOT PRINT orp 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • a a E� X 5 (tµ1 N 11 RHEEM SALES COMPANY, INC. ,WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE -DOWN CLIPS: AT GRADE MOUNTED APPLICAVO �t((( W11A y 3SIT(EN � 7 OlAPsy 3S �(En 0.313"} 9�. TATE 0 • ? •; 35�5 15'• G77Y 35 FRANK RENNARM3, P.E. PE46549 CONCRETE SUPPORTING STRUCTURE BY OTHERS, TYP. ANCHOR PER SCHEDULE 3000 PSI MIN CONCRETE BY OTHERS, TYP. 18-GA ASTM A653 PAINTED STEEL CABINETRY SIN. 1T3 ( BUT ON OPP. FACT CONCRETE SUPPORTING STRUCTURE BY OTHERS, TYP. 01 1 MECHANICAL UNIT N.T.S. FRONT ISOMETRIC 1.750 SIM. TO QQ DUI' ON OPP. FACE CONTROL BOX 01 22 MECHANICAL UNIT N.T.S. BACK ISOMETRIC THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM UNITS LISTED HEREIN MAY VARY IN APPEARANCE (4)-*10 SMS PER CLIP, TYP. ®&© ®QCARE SIM AND OCCUR ON OPP. FACES ()TIE -DOWN CLIPS N.T.S. ELEVATION ANCHOR SCHEDULE: INTERNAL POST ADJACENT TO CONTROL BOX UNIT BASE PAN SUBSTRATE DESCRIPTION CONCRETE: (4' THICK ND1, 3000 PSI MIN.) (1).1N'0 CARBON STEEL SIMPSON STRONG POLYP, IIY MIN EMBED TO CONCRETE. 3' MN. EDGE DISTANCE. 3' MN. SPAONG TO ANY AWACFNTARDIOR. (1)-//MTN EDGCAREOCISTAN E, 3. RSMI .. SPAC NGG TO ��M30 PITT ANCHOR. TO 3• SUPPORTMG CONCRLRE SUBSTRATE DEPTH SHALL BE A MINIMUM 15,ANCHCI EMBED. EITHER ANCHOR FROM DOS SCHEDULE MAY BE USED FOR DISTALIATION CL CL CLIP OFFSET_ DIMENSION SHALL r(EN BE TAFIF01�• THIS S7U@ONLY• 0.187" O 0 011 O 0 �O 0.750' {-t1.000- TIE-DOWN CLIP MIAMI TECH CLIP: 14GA (0.07') ASTM A653 Fu=90 KSI STEEL (CUTDSO) OR 0.080' 5052-H32 ALUMINUM (CUTOALO), MIAMI TECH KIT I RRCUTOLK OR RRCUTDALK *37.25" CONTROL • • • • • • • • • • • O1 TIE -DOWN: ELIfl L IK:UY• • N.T.S. ... PLAN • TIE -DOWN CLIP OFFSETS: DIM. 1 4.50• MAX OFFSET FROM DATUM FACE a DIM. 2 30.00" MIN OFFSET FROM DATUM FACE • DIM. 3 31.00' MIN OFFSET FROM DATUM F4CE DIM. 4 13.00' MAX OFFSET FROM DATUM RISE• • •• • ••• APPLICABLE MODELS: •RA1642A VE64814 j7860. RP1360 • RPI460 P1548, Rt 448, RP1 RD146O$ JUA174•RANA178 • RMA24118, IOVUA2a60. RP4JP 48, • •RP/UP1160. IP/UP21144 RP/UP 0,• • • • PRODUCT REVISED as complVIn• with the Florida Building Code NOA-No. 16-0712.07 Florida D•a • Expiration e02/2512021 ►4i By u4 • Mlam Product Contra u. 46 a a HEEM SALES COMPANY, 15-2543GA SCALE/ N.T9. I PANE DESC1IP110NI 51-TALL UNITS 2.5.79xa5.76' POOTER • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICATI, 0PLODEO VIEW UNIT HEIGHT 31' MAX E DETAIL 41 ICI I II11 j 0 (21-7TTEMl0N01UN)- AC(MATQLONG(UHT �_ ALUMINUM ANGLES WON O LENGTH CENTERED PERPEND6uLARro RA2 MOUNT ISOMETRIC VIEW PPOATTNOFRPME NETS. FRONT ISO/ BACK I50 ATTACHANGLLSTOFME �' CL MA1H(iHPO wAsHE110E UT AT5 (MIN) 140'(IMX) W TH (1)4POTHR NUT INT19RFACE BETV.EEN AiGI.E AND FRAM ATTACH ANGLES TO 00.T9 WILL BE USED) - FRAmE WrrH (1I3IO THAUEOLTRTYPE SUPPORTFRNIE OTFERSATYP. 1 MOUNT EXPLODED VIEW ILTS FRONT ISOMETRIC THESE CONEIRKS ARE INTENDED FOR DLAGRAALNTCA. PURPOSES ONLY, ALTERNATE MEGA UNITE' LIST® HEREIN MAY VARY N APPEARANCE POST TN CONEOL BOX Yee ITIRU40.7 WTH%%SHER4 MIT FASTBHNO CUPS TO ALUMI004 ANOIE.TYP. 2Yi'5OP X SP(MIM • 4P(NAX)LONG (LLH) ALUMINUM ANGLE CENTERED ABOUT SUPPORT FRAM. TYP. T O nW SUPPORT FRAME9Y OTHERS), TYP. Mar CENTER 7p CE .750 Ga SEE DETAR.411 HOLE 2k1 'A OHI ACIMAAj LOHONGRL�j ALUAVNUMANGLE CENTERED ABOUT 6 UPPORT FRAME. TYE. OSUPPORT ANGLE 1 N.TS. ELEVATION A10 SINS PER CLV.TY. CORNER POE'T SUPPORT FRAME TRY OTHERS) NOT SHOWN FOR CLARITY,TYP. , 1111E 1' S3P1MM-ACTIUM LONG (LUO ALUMINUM ANGLE CENTERED ABOUT 4UPPORTFRMIE. TYPE 0144 TIE -DOWN CLIP ATTACHMENTS NETS. ELEVATIONS GIP OFFSET DIMENSION SHALL L._ _ - BETA<EXFRal4�1T755)OFOQ($' O TIE -DOWN CLIP LAYOUT NETS. NOTE: UNIT SHALL BE CENTERED PLAN ABOUTTNHE 26'RSLTORAIL SUPPORTING PRAAE (SY OTHERS) TIE -DOWN CLIP OFFSETS: UPPORT FRAMER DRIERS), TYP. COMBO- c0RNER POET DIM.1 450' MAX OFFSET FROM DATUM FACE DIM.2 24.50' LAN OFFSET FROM DANM FACE DIM.3 25.25' HEN OFFSET FRDN DATUM FACE DIN.4 13' MAX OFFSET FROM DATUM FACE 3/110TMRU BOLT WITH WASHERS B NUT FASTENING ANGLE TO SUPPORTING FRAME Ov nn 00 B OA11' Tr/ cLFARSL YP HOLE OR SLOT 4.1n0"�jl <- nU 0 --�� 411- —010 • Y TIE -DOWN CLIP 10.0E REFERENCE MANI TE0H GL•' 14GA (SOFTASTM AM Fw90 K51 STEEL promo). MIAMI TECH101► RRCU1Dao0 APO IOABI E MODFI 5. RA1318, RA1324, RA1330. RA1336, RA1342, RA1418, RA1424, RA1430, RA1618, •(>r1/* i1i424RPy30 • RP1518, R01141✓i RP1024 • RD1424 • • • • • •• • • • •• PRODUCT REVISED as complying with the Florida Building Cod* NOA-Ro. 16-0712.OQ• • Expiration ' 02/251504 • By I/4 . • • • Miam - a . • Produld Pyltrol • • • • • APProndromdyiapotheo Fbaitis OEM • My • •• • •\ • • • APPROVED DESIGN CRITERIA APPROVED DESIGN CRITERIA: 200 PSF WIND LC% II Nu.185' sTATF c IG NAL )A, mu 1, 100 PSF UPLIFT' WIND LOAD (CONCURRENT) DESIGN NOTES: STi-SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 16 MIME FLORIDA BUILDING CODE SHALL BE LESS TITAN OR EQUAL TO THE DESIGN PRESSURE CAPACITY VALDES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. DESIGN PRESSURE REQUIREMENTS SHALL BE DETERF40802 BY A REGISTERED DESIGN PROFESSIONAL ON A TM -SPECIFIC BASIS DI ACCORDANCE WITH THE GOVERNING LODE GENERAL NOTES: 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED 1N ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING COMFIER' EDITION (2014). THIS SYSTEM MAY BE USED VYITIIIN AND OUf510ETHE HIGH VELOCITY HURRICANE ZONE. THIS DESIGN IS NOT INTENDED TO CSOIFY IMPACT R1315TANCE OF THE MECHANICAL UNIT CABINETRY. 2. NO 33-1/3%INCREASE 114 ALLOWABLE 5TPE55 HAS BEEN USED 1NTHE DESIGN OF THIS SYSTEM. 3. DESIGN d CERTIFICATION OF THE UNIT CADDJETLYIS APPROVED THROUGH TEST REPORT00323.01-15 BY AMERICAN TEST LAB of SOUTH FlOR10A. 4. ALL DIMENSIONS ANO TIE MINIMUM WEIGHT (120 LB MINIMUM) OF MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE A5 PER MANUFACTURER RFCOMME91DAT1ONS AND ARE THE EXPRESS RESPONSIBILITY Of THE CONTRACTOR. 5. ALL SHEET METAL SCREWS USED TO FASTEN CLIPS TO MECHANICAL UNITS SHALL BE 010 (14 MIN THREADS PER INCH) GRADES STEEL OR EQUIVALENT ONLY. BOLTS USED TO FASTEN ALUMINUM ANGLES TO SUPPOl11NG FRAME (BY OTHERS) SHALL BE ASTM F593 410 STATNE5s STEEL OR EQUIVALENT AND SHALL main SAE GRADE WASTERS & NUTS. PROVIDE (5) PIR046 MINIMUM PASTIME THREAD PLANE FOR SHEET METAL SCREWS. ALL FASTENERS SMALL. HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT aOCTROLYSIS. ALL FASTENER CONNECTIONS TO AWMINUM SHALL PROW DE 2,DIAMETER EDGE DISTANCE. 6. CONNECTIONS ANGLESSPECIFIEDTINGF SHALL 606061-T6 ALUMINUM FLY. 7. CONNECTIONS TO THE SUPPORTING FRAME (BY OTHERS) 10145TDERA FRAME FLANGE • THAT IS 6061-76 MIN AWMINUM WITH A MINIMUM 0.099' 1HICK FLANGE AT ATTACFRTTH POINT. PERFORMANCE OF THE RAIL AS A STRUCTURAL MEMBER TO SUPPORT THE UNIT ASSEMBLY SHALL BE PER SEPARATE CERTIFICATION. B. THE CONTRACTOR IS RESPONSIBLE TOINSULA7E ALL MEMBERS FROM DI55MILAR MATEBARS TO PREVENT ELECTROLYSIS. 9. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED 6INSTALLED BY OTHAS. 1D THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND NAL AND IS + OMITS SHALL BE VERIFIED BYTNE 09511E DESIGN PROFESSIONAL AND 18 NOT NO ADDITIONAL • DI IN THIS CERTI RTIFIC TIONSN.EXCEPT AS EXPRESIONSASLY PROW 7EPIB4, NOSYSTEMAILED HER IONS 0R AFFIRMATIONS AA170NS DOES PVI Ii THE SYSTEM DETAILED HEREIN IS E. FORTS AND DOES NOT PROVIDE j[iERMAl10N FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONOTNONS DETAILED HEREIN, A LIC DOCUMENTS ENTSENGINEER USE REGISTERED • • ARCHITECT' SHALL PREPARE SITE SPEOFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THE DOCUMENT. 12. WATERTIGHTNESS OF 'EXISTING HOSTSIIDSIRATE SHALL 6E THE FILL RESPONSIBILITY OF THE INSTALLING CONTRACTOR CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE I5 AILED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED EIFN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FORAM' WATERPROOFING E ISSUES WHICH MAY OCCUR AS WATER -TIGHTNESS SHALL BE THE RE5PON5161LTY OP THE 1FSTACON 1ING TRACTOR. • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 0100 • • u SCALE, N.T.S. 1 PAGE engli1PRONT SO TALL UNIT 29.76'x E11.7Y FOOTPRINT R H E E M SALES COMPANY, INC. ,,�AN WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICATI(�4 ' "v. Fm _ 11NlT�/ `�GTH I -�j STATE ��'^^'DTMJJ7S LENGTH31 P�j. ��Q�, �•�F,;;' ORIDP • , i hiiNllNN11110 IXPLODED NEW ATTACH ANGLES TOFRAYE NTTH MVO WITH WASHER &NUTATTHE INTERFACE BETWEEN ANGLE AND FRAME (TOTAL OF (a) BOLTS V LBE USED) SUPPORT FRAME (EY OTHER9).1YP. iO1 MOUNT EXPLODED VIEW N.T.S. THESE ISOMETRICS ARE INTENDED FOR EnAGBArosolcAL PURPOSES ONLY; ALTERNATERHEEN WIRE LISTED HEREIN him' way IN APPEARANCE POST BY CONTROL BOA ,-5TIRO BOLT VAN WASHER NUT FASTENING CUPS TO ALIIADIUM APALE,TYP. 2x11111B'A JDTMIIO. 40"OYAX0 LONG (LL(QALUMIMJM meat CENTERED ABOUT SUPPORT FRAME. T.P. In YN CLIP O*OL p_EIESSICN SMALL SE TAKEN 510MT112S SIDE 0/LT DATUM FACE FRONT ISOMETRIC ( 150 0.313 HOLE 1 O MOUNT ISOMETRIC VIEW N.T.S. FRONT 1S0 / BACK ISO WOWS) ATTACH ANGLES TO FRAME WITH(1IAL'B THRUBOLTA TYP. SUPPORTFWIAE(BY O1HER31. TYP. 2000. CENTER10 CENTER O1 SUPPORT ANGLE N.T.S. ELEVATION B 69132 CLEABMICE HOLE OR SLAT SO EMS PER C1.IP,TYP. CCRNER POST SUPPORT FRAME (BY OTHERSIN/2T SHOWN FOR CLARITY, TYP, O1TIE-DOWN CLIP ATTACHMENTS N.TS. ELEVATIONS CORNER POST PILED FRAME(BY OTHERS), TYP. 3/10 TWOS BOLT WISH WASHERS q NUT FASTEFORG ANGLE TO SUPPORTING RUNE O1 TIE -DOWN CLIP LAYOUT N.T.S. PLAN TWA' X 90TMIN)• 00TMI 40TAWU LONGS -UN ALUMNUSANGLE CENTEREDABOUT SUPPORTER/JAR TYP. EV1k1(' x ➢0'IMINI - 4D lNA S ALUMINUM ANGLE CENIERED ABOUT SUPPORTERAME.T'P. TIE -DOWN CLIP OFFSETS: DIM.1 430" MAX OFFSET FROM DATUM FACT DIM. 2 DUI.3 DIM.4 23.00' MIN OFFSET FROM DATUM FACE 29.UP KIN OFFSET FROM DATUM FACE: 13.O0" PAX OFFSET FROM DATUM FACE NOTK UNIT SHALL BE CENTERED ABDUTT@ BD' RAIL TO RAIL SUPPORTING FRAME (BY OTHERS) 1 01870. 0908T->. 00 0 �— 0o 0 0o 0o 14.00 REFERENCE TIE -DOWN CLIP MIAAII TECH CLIP:12GA SE STEEL (CUTDIQ N4M1 TECH(0T/RACER/3K APPLICABLE MODELS` RA134B, RA1438, RA1442B, • • • 162 RA1838B, RA16423, RP133 '�- 8 1a1438,• • 4 R ,144.' •I~ 38 .D1t36.• • 44 )� !! 1 • � RPIUP1724,12PNNT736, • • •• RANIAIT36 RP/11P2024 • • • • • • • • • • • •• • • • • •• • •• • • • ••• • • • • • • •• • • • • • • • • • •• •• • •• • • • • • • • • •• PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0712.07 Expiration By MI•m 02/25/2021 roduot on FRANK BENNAROO, P.E fI111INf PE46549 Appwsd/OARpl7ilgwaM PDew kridsB EEM SALES COMPANY, INC. • io , CMNCEITfIIMLBFMMODPE 15-2564RE SCALE FLT.S. 1 pm' DEB(,A2FT1ONy Er TALL UNIT SSW 11 ATE FOOTPRINT • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • 1 RHEEM SALES COMPANY, INC. , WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE -DOWN CLIPS: ROOF MOUNTED APPLICATIONS o 4 EXPLODED NEW TRESE 1901£TRCS ARE INTENDED FOR DM4UVNAATCALPURPONES ONLY, ALTERNATE RHEEMUNIf3 LISTED HEREIN MA VARVW APPEARANCE ADD (0B10% 3TAd11E33 STEM KREMS TO CONTROL BOX COVER 010E3 tar -sr TALLM:MEM ONLY) ALLMNUM ANGIESlM1H LENGTH CENTERED PEJPENOCULARTO SUPPORTING FRAME ATTACH ANGLES TO FRAME MTh MVOTHRUGaTs MASHERS NU1AT1HE INTERFACE RUMEN MOLE AND FRAME (TO ALOF(0 BOLTS WILL BE USED) SUPPORT FRAME (BYOTHER3),M. 01 1 MOUNT EXPLODED VIEW N.T.S. FRONT ISOMETRIC P03T BY CONTROL BOX ridINRU BOLT WON VNSNERI NUTFASTENINB CUPS TO ALUMNI N ANGLE. TYR. • 3" ATX1A'X3D(MN)-40'(U AX) LONG ALUMI NUM ANGLE CENTERED ABOUT SUPPORT FRAME,TYF. e-- UNrt%i��� UNR 3E031133*7& SEDETAL4A C1 2 MOUNT ISOMETRIC VIEW N.T.S. FRONT ISO /MIX ISO 1 Min •DROAA )! ATTACNANGLES TO FRAME YATR IT GENERAL NOTES FOR ADDDIONAL REWEARCNO PLATE USED AT -TIES LOCAILON,TYP. SUPPORT FRAME (BY OTHERSLTT )NO 3M9 PER CUP, TYP. CORNER PORT 2100' MINIMUM CENTER70 CENTER SUPPORT ANGLE N.T.S. ELEVATION SUPPORT FRAME MY _S+A3100 030)N*0. 40'(MAx) LONG OTHERS)NOTSHOAN ALUMINUM ANGLE CENTERED ABOUT FOR CURRY,M. SUPPORTFRAME,TVP. O4 TIE -DOWN CLIP ATTACHMENTS 1 N.T.S. EIEVATIONS IIz �I I� CUPOFFSET DIMENSION I/WILY BETA�cEArTwif'tlas Ma -WILY N 0 DATUM FACE CONTROL UPPORT FRAME (BY COMAS), M. TIE -DOWN CLIP OFFSETS: DIM. 1 450' MA% OFF5ET FROM DATLRI FARE', OD4. 30.00' MIN OFFSET FROM DATUM FACE DIM. 3 31.00. MIN OFFSET FROM DATUM FACE DIM. 4 1.3.01M MAX OFFSET FROM DATUM FACE 3/4'D TMAU Btl7 WITH WARNERS B NUT FASTENING ANGLE TO SUPPORTING FRAME, 015 TIE -DOWN CLIP LAYOUT N.T.S. NOTE WIT SNAIL 90 CENTERED PL N ABOUT THEW RAIL TO PAL SUPPORTING FRAME (BY OTHERS) APPLICABLE MODELS: RA1360, RA1442A, RA1448,RA1460, RA1630, SAMBA, RP1UP2038, RA1642A, RA1648, RA1660, RP1380, RP1460, RP1648, RD1448, RP1660, RD1460, RM4A1748, RANAI760, RARJA2048, RAIUA2060, RP/UP1748, RP1UP1760, RP1UP2048, RPNP2060, 311308 030'N1IN)- 40'(MAX) LONG AWMWUM ANGLE CEN1EREO ABOUT RAPPORT FRAME TYP. CORNER POST 3 0.313 HOLE 0 B21STI CLEARANCE HOLE OR 3107 48063'-� REFERENCE �1AT I TIE -DOWN CLIP 0.216' MIN. SUPPORTIRG FRAME (BY OTHERS), TIP. RE'INI JRCII�IPL. TE 6.' 1'-0' • • • • SECTION* • •• • • •• ••• • • • MIAMI TECH DLP: 420A (011T)EASlM AB3SP KSI STEL (CUT0IMAND3 TECN )*TiW CLOD3iO •• • • • • • III • • 2Si • • • ••• • 1EN11••0.216'MN, MTEF/ANGEAOrAO• • OVERALL FLANGE THICKNESS •• • ••• • • • • • • • ••• PRODUCT REVISED ea complying with the Florida Building ode NOA-No. 16-0712.07 • txpiration Di - 0 2/25/2021 • •By 4S • gliami-' • - Product Control • 04 ApPNNoBdr emptying wy611• O • O bL6ilEl6: MANN46BE 1RAR00,• P.E. EEM SALES COMPANY, INC. ■ 8 WPTRDRFRVELl0IWDOPE 15-2564RE SCALE NT.A. I PAGE DESCR5PTID)h 61-TALL UM" 91i 16'4317V FOOT PPoNT or' ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •