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MC-16-3285 Permit NO. MC-12-16-3285 SeoREs Miami Shores Village Permit Type:Mechanical-Residential 10050 N.E.2nd Avenue NE Perill 'it ' Work Classification:A/C Replacement Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795-2204 F�ORtDA Issue Date: 12/6/2016 Fxpiration: 06/04/2017 Project Address Parcel Number Applicant 262 NE 107 Street 1122310130561 Miami Shores, FL 33161-7062 Block: Lot: JAMES DEANE Owner Information Address Phone Cell JAMES DEANE 262 NE 107 Street (305)607-5996 MIAMI SHORES FL 33161-7062 Contractor(s) Phone Cell Phone Valuation: $ 6,500.00 ALL YEAR COOLING&HEATING INC (954)566-4644 _.., _... _.._...._�... _m Total Sq Feet: 0 Tons:3.5 Available Inspections: Additional Info:AC CHANGE OUT OF A RUUD UNIT 3.5 TO Inspection Type: Classification:Residential Final Approved:In Review Review Mechanical Comments: Date Approved: : In Review Date Denied: Type of Work:AC CHANGE OUT OF A RUUD UNIT Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $4.20 Invoice# MC-12-16-62257 DBPR Fee $3.41 12/02/2016 Check#:015139 $50.00 $204.52 DCA Fee $3.41 Education Surcharge $1.40 12/06/2016 Check#:015122 $204.52 $0.00 Permit Fee $227.50 Scanning Fee $9.00 Technology Fee $5.60 Total: $254.52 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. F ermore, I authorize the above-named contractor to do the work stated. December 06, 2016 Authorize ignaturZent er / Applicant / Contractor / Agent Date Building Dep a Copy December 06,2016 1 Miami Shores Village LIP9102 9 0 '030 N �'` � Building Department a:gl,L:a� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 5rtt--' MC 201Q �g BUILDING Master Permit No. 1'`IC 1 Cp - 3Z .8S PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑E MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 262 NE 107 ST City: Miami Shores County: Miami Dade zip: 33138 Folio/Parcel#: 11-2231-013-0561 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):JAMES J DEANE Phone#: Address:262 NE 107 ST City: MIAMI State: FL Zip: 33161 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: ALL YEAR COOLING Phone#: 954-566-4644 Address: 1345 NE 4TH AVE City: FORT LAUDERDALE State: FL Zip: 33304 Qualifier Name: GRETA B SMITH Phone#: State Certification or Registration M. CAC058160 Certificate of Competency#: CMC511 DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$6500 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: AC CHANGE OUT OF A RUUD UNIT 6n �— Specify color of color thru tile: 7. Submittal Fee$ Permit Fee$ 0 CCF 'LID CO/CC$ Scanning Fee$ p—�` Radon Fee$ v1 ' DBPR$ ` Notary$ Technology Fee$ �J ' y Training/Education Fee$ '' Double Fee$ Structural Reviews$ Bond$ nq TOTAL FEE NOW DUE$ Ljj (Revised02/24/2014) ,+►t ; 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 Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 01 day of DECEMBER 20 16 by 01 day of DECEMBER 20 16 by JAMES J DEANE who is personally known to GRETA B. SMITH who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOT4PUB NOTARY P LIC: A Sign: Sign: Print: Shy Print: D ITRIUS L COMMISSION#FF 173128 Seal MY COMMISS Seal: ION#FF 173126 . ' EXPIRES s' a _.T EXPIRES October 30,2018 October 30,2018 APPROVED BY fi tans Examiner Zoning Structural Review Clerk (Revised02/24/2014) e �� '�,U S'1;�r �' f 11/30/2016 Property Search Application-Miami-Dade County F --0 OF THE PROPERTY APPRAISER FICE Summary Report Generated On: 11/30/2016 „. Property Information K Folio: 11-2231-013-0561 I Property Address: 262 NE 107 ST Miami Shores,FL 33138-7062 Owner JAMES J DEANE � x Mailing Address 262 NE 107 ST MIAMI,FL 33161 USA Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE '\ FAMILY: 1 UNIT .<: E Beds/Baths I Half 3/2/0 q n Floors 1 r Living Units 1 ', k Actual Area 2,153 Sq.Ft Living Area 1,498 Sq.Ft Adjusted Area 1,800 Sq.Ft Lot Size 9,625 Sq.Ft Taxable Value Information Year Built 1948 2016 2015 2014 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2016 2015 2014 Taxable Value $180,025 $178,427 $176,615 Land Value $201,162 $160,930 $115,500 School Board Building Value $112,320 $112,320 $109,080 Exemption Value $25,000 $25,000 $25,000 XF Value $2,326 $2,035 $2,035 Taxable Value $205,025 $203,427 $201,615 Market Value $315,808 $275,285 $226,615 City Assessed Value $230,025 $228,427 $226,615 Exemption Value $50,000 $50,000 $50,000 Taxable Value $180,025 $178,427 $176,615 Benefits Information Regional Benefit Type 2016 2015 2014 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Cap Assessment Reduction $85,783 $46,858 Taxable Value $180,025 $178,427 $176,615 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County,School OR Board,City,Regional). Previous Sale Price Book- Qualification Description Page Short Legal Description 28134- 05/31/2012 $284,600 3699 Qual by exam of deed 31 5242 1 ST ADDN PASADENA PK PB 6-82 08/01/2007 $0 25987- Sales which are disqualified as a result of 0729 examination of the deed LOT 8&E19.5FT LOT 9 BLK 14 LOT SIZE 77.000 X 12516348 04/01/1994 $73,500 Sales which are qualified 0756 OR 16348-0756 0494 1 03/01/1994 $0 16301- Sales which are disqualified as a result of 3481 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: Today's Comfort..y9gerday's Fries. ❑CONTRACT tMEST[MATE I / 1345 NE 4th Ave.,Fort Lauderdale,FL 33304 N- Phone:(954)688-4844 Fax(954)867.12 i er 9,E( 11 www.ayceir.coln Est.1973 wkh over 150,000 Installations DATE: ( 16 PURCHASER'S NAME lnm 9 S D P,a h CONTRAGI We hereby submit specirrations for. ADDRESS'16 - YE la? G CITY/STATMPP } M;ern', 'L 33 i d 1 IndooEquipr tiralftyatlon ❑ Indoor Air Quality E-MAIL a w, ❑ Other HOME PHONE CELL PHONE 3-5 All Year Cooling win fums1 an parts,labor and equipment necessary to facnitate the service REFERRED BY checked above in accordance with the conditions ue:To mcm w*s, [31 weep u own,or m wort rorotroas via Skits Tw na:Ssacurc and specifications lit in fids txlrtUaced. Dass not include electrical upgrade unless state CoolingMessage from the President H1.my ticime is loriuny snimi.Pfewlont of All Year .. Sincedayone customer service ha%hoon out#I priority! Please feel free to Vinail me Talk2lommyacyc air,com or text me on my personal 1 1 ❑Modify(New Supply Ducts) ❑New Supply Grill,Size 8 x�_Oty. ❑Modify/Now Return Duct(s) ❑Seal Up Leaks In Ducts It ❑New Return Air Grill,Size x Oty. ❑Modification of ❑Supply Return ❑Return Air Plenum EQUIPMENTNEW ill Split System ®Electric Heat ❑Air Handier Breaker Wire Size ❑Package Unit ❑Heat Recovery Unit ❑Use Existing Breaker ❑Replace Breaker ❑Heat Pump E1#of Systems ❑New Breaker ❑Brand M Straight Cool ❑Attic ❑Condenser Breaker Wire Size ❑Horizontal Application ®Vertical Application ❑Use Existing Breaker ❑Replace Breaker ❑Other ❑New Breaker ❑Brand MODELMAKE pechs1 ® by ❑ Existing Electrfcal� I 6 }b Discomwct Bax All Ali Year Coorutg to Code 3 1 I T 4� �. ! 2 ®In-line Float Switch ❑Auxiliary Hoat Safety Switch Q Type of Thermostat-Specify Type_0 1'6) 3 Weather Resistant Vibration,Isolation Pads Ni Year 1 Visit Maintenance Agreement ❑5 Year Extended Warrant ❑10 Year Extended Warranty I CONDENSATION&COPPER ®Condensate Drain Hook-Up ❑Primary ❑Secondary ❑Refrigerant Copper Suction Line with Insulation,Size ❑New Condensate Pump []Auxiliary Drain Pan ❑Length or Run ❑Refrigerant Copper Liquid Line,Size ❑New o rsting pper ❑Refrigerant tine Cover 1 ®Liabilities and Workmen's Camp for Our Work Performed ❑Smoke Detector-Existing/New with Existing Codes ❑Straps ❑ Crana/Genie Lift f4 Mounting Hardware of Stand for Air Handler ❑Extend Slab ® New Slab EI Hurricane Code Strapping R Labor Needed ft WARRANTIES 1 Year Warrant by All Year Cooling an work performed,and Manufacturer's Warranties manufacturer's warranty on equipment unless otherwise stated below. ©Compressor—LUL—Years Labor —Years ®Condenser r U Years ®Parts lU Years race p yK*d cy ww in mu pend is Mendey mmo s+eaay. ❑Evap.Coil L U Years INVESTMENT BREAKDOWN DETAILS OF WORKPERFORM Subtotal $ (')-60 S S R e -�o vc_ U(A t Utility Rebate s` 1 S Os s lis- '' t? , Man.Rebate S S S 3+ t, P( !1 tit rn Misc Credits 3 $ rotas Inveslmerds $ $ , $ }h rc ihn a rLAA t4 `nC i r t�4 k �p Extended warrant $ a a , U . e ^i-t r`k Balance Due s7;S OO s y ( 1 w:�.It F;6 oiiV' On Call Box ❑Yes ❑No u Tom.Any rAwY mast be xnao.a 24 hom Mw to 9Wdlhy my work. Form of Poyowet ❑can ❑mftk ❑tx ❑Rnum eala m Do.to T9dMWffl Upon Cmnpbft of don. ��y M i t (f r AnYW CWN aa Dde Gjxd,dergpffk.e ,tee rlwriN 0 CAG056159.94CME1506x,U16711.08000113.V101 2W3 M IOMSE MR TE%0 AM CONOffM Scanned by CamScanner MC � ♦SNUR LS� � Miami Shores Village "" Building Department 10050 N.E.2nd Avenue �N7lE/H lo1EUDA Miami Shores, Florida 33138 D Tel:(305) 795.2204 Fax: (305) 756.8972 CA .0 ITIO NG REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit iamt e sheet.Multiple units on single sheets are not acceptable. Job Address(where the work is being done): 262 NE 107 ,APPROVEDBY DATE City: Miami Shores Village County: Miami Dade ZONING DE2i J Code: 331 1 ALL CONDENSING UNITS MUST BE ON A P ALL UNITS MUST COMPLY WITH F.E.M.A I WMW4jFL0O04RLpjXg0WH ALL FEDERAL A COPY OF THE CONTRACT IS REQUIR D REGULATIONS ARI(AHRI)DATA SHEET Change Disconnecting means:YES ❑ NO® ARHI Sheet Attached:YES® NO❑ Contract Attached:YES UNIT BEING REPLACED DATA NEW UNIT RHEEM MANUFACTURER RUUD REN"642 AHU or PKG.UNIT MODEL# RHIT4821 RAKA 42 GOND.UNIT MODEL# RA1642 7.5 KW HEAT ,5 NOM TONS 3.5 AHU CU PKG 40 1 M.C.A AHU CU PKG 40 AHU CU PKG 5 2 M.O.P AHU CU PKG AHU CU PKG 3 VOLTS AHU CU PKG PKG UNIT J / PKG UNIT ! / 14 EERJSEER 16 YES NO X REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT YES NO X YES NO NEW 4"CONCRETE SLAB YES NO X YES X NO NEW ROOF STAND YES x NO YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity(Wire Size): 8 2, Maximum Overcurrent Protection (Fuse/Breaker Sj e): 45 3, Voltage of Circuit(208/2401480): 208/230• • 4. Size Disconnecting Means: •• Contractor's Company Name: ALL YEARj'nnr 1NP Phone: 954-566-4644 ACA0851;16 ,0t tepfCom•eten•*N. CMC511 State Certificate ar Registra' n N. � P °.Y Signatur Date: 12/1/2016 Qualiflees signature only) ••• • . . . ... . . 6 1 � i f • • • • • •••••• 00 •••••• '000. iF�ts • • • ••••00000 •••• ••••• • •• 000000• 4 • • •••••• • • • • • 0000 00 00 • • • i. This combination qualifies for a Federal Energy �, Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2016. o r ongs U AHRI Certified Reference Number: 7942888 Date: 3/11/2016 Product: Split System: Air-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: RA1642AJ1 Indoor Unit Model Number: RH1T4821STAN Manufacturer: RHEEM SALES COMPANY, INC. 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 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 AHRIOStandard 210/240,72008 for,Unitary-Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracyby AHRI-sponsored, independent,third party testing: I - Cooling Capacity(Btuh): 41500- EER Rating (Cooling): 13.00 SEER Rating (Cooling): 16.00 IEER Rating (Cooling): 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 Certiflc•te and m4esno:e%d%jntdboits,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all lirlbilityt+r drmagej;of�ntkind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certifed raf1&slret�• IT only Aomodelc and configurations listed in the + s u directory at www.ahrldlrectory.org. •• 066 •• • • • ••• 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 CerWfica`ejwy not•ivhole or in part,be reproduced;copied;disseminated; �® entered into a computer database;or otherwise utilizel,irgany Arm or manrerpr%any r46js,8x�Apt for the user's individual, personal and confidential reference. • • • • • • AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION • •• • • • i • • • &REFI€GERITI?� INSTITUTE The information for the model cited on this certificate can be verified at wlNw.ahMdlrectoryarg,click on"Verify Certificate"link W12 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. ,_ _ 131021856154372420 ©2014 Air-Conditioning, Heating,and Refnieralbon lastjtute••• • +l CERTIFICATE NO.: *00 00 • . . . . ... .. .• • . • •• 000 ow •.. ..• .01 • • • • • : ♦ • • • . 0,9• • •. • .•Y • • . Y ••• Y • . . • • • i • M A MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(78G)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mis►miditde.gov/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. •• 000 • • • • • •• INSPECTION: A copy of this entire NOAsltall bg prov�ideStAhe ;er�y the manufacturer or its distributors and shall be available for inspection at the job sitegthq reDuC-4pftileBQilling.Of icial. This NOA consists of this page I and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. . . . ... . ... ... •: :. :. NOA No. I5-0903.08 MIAMI RADE COUNTY • • • • ' Expiration Date:February 25,2021 •�Il� l�r� ••• Approval Date:February 25,a Oe� Pagel. g . . . . . . . . . . .. .. . .. .. ... . . ... . . .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. . . . . . . . . .. .. . . . . so* .. . . . ... . . . . ... . . . . . . . . . :.o.. . . . .. .. . . . ... . . . ... Rlteem 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. Bernardo, 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 5a'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. Bernardo,P.E. 3. Distributor agreement dated 11/12/2015. . .. . . . . ... . toLq12D . ... ... . ... ... Carlos M.Utrera,P.E. • Product Control Examiner •. • • • NOA No. 15-0903.08 . . . . . . . . .. ' Expiration Date: February 25,2021 Approval Date:February 25,2016 . . . . . . . . . . ... . . . ... . . FUNK 6ENNARDO,P.E. 1P RHEEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS �--f 1.000" *' U - 0.313 APPROVED DESIGN erv" I o.7so" 60 PSF LATER Ar� RA 1.250 CRITERIA: WIND LOAD � ` ' JN9 5""1MPx�\�?9'>S+M�Tjy VZq TS"MPX=•— 29'25 Yy�h O �� � ,111L�1d DESIGN NOTES: [D 7 O ,C a t7. 1B-GA ASTM t m w A653 PAINTED O SITE-SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE Z _ - STEEL - WITH ASCE 7-10 AND CHAPTER 16 OF THE FLORIDA BUILDING CODE SHALL W W "+ 3 n BETH THAN OR EQUAL TO THE DESIGN PRESSURE CAPACITY VALUES w ® CABINETRY I O LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN.DESIGN PRESSURE m 3 Y _ 1 gild.TO(C1 BU =• 'r SIM.TO BU f Q c REQUIREMENTS SHALL BE DETERMINED BY A REGISTERED DESIGN o w ON DPP.FACT z�^ j k� OFl UIP.FACP. o PROFESSIONAL ON A JOB-SPECIFIC BASIS IN ACCORDANCE WITH THE O 7 - A C 0.187" vo GOVERNING CODE. 4 0.306" 0 GENERAL NOTES: u _m TYP r 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE Fz•I i t CONCRETE CONCRETE O FIFTH EDITION(2014).THIS SYSTEM MAY BE USED WITHIN AND OUTSIDE 3 SUPPORTING SUPPORTING THE HIGH VELOCITY HURRICANE ZONE.THIS DESIGN IS NOT=ED TO Z o O UNIT CABINETRY. a O E MECHANICAL EIS TANCE Of THM CERTIFY IMPAR RESISTANCE STRUCTURE BYw STRUCTURE BY • •• D u OTHERS,TYP. • • • B OTHERS,TYP, CONTROL BOX 2. NO SIGN O°0 INCREASE IN ALLOWABLE STRESS HAS BEEN USED 1N THE d ,.. % DESIGN OF THIS SYSTEM. O^O •••••• 1 ••MOCHA CA•UNIT 2 MECHANICAL UNIT I—(1.000' 3. DESIGN&CERTIFICATION OF THE UNIT CABINETRY IF APPROVED THROUGH o 7a TEST REPORT 10323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. 0 O v f s FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC TIE-DOWN CLIP 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT(120 LB MINIMUM)OF O Z E •••••• • • MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN.ALL (n 9 mQ F • MECHANICAL SPECIFICATIONS(CLEAR SPACE,TONNAGE,EIC.)SHALL BE J 2 U -SE ISOMETRICS ARE INTENDED FOR •• • D•IAGRAMMATIGL PURPOSES ONLY;ALTERNATE RHEEM MIAMI TECH CLIP:14GA(0.07") AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS Q c= o•••••• •• • •IJNIT6 iISLn TED HEREIN MAY VARY 1N APPEARANCE AOP°"� � ASTM A653 Fu=90 KSI STEEL RESPONSIBILITY OF THE CONTRACTOR. • • • i (CUTD8)OR 0.080"5052-H32 5. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND,SAE GRADE 9 n E ••••• • •• •••••• 1. O S�� ALUMINUM(CUTOAS),MIAMI 5,INSTALLED TO 3000 PSI MIN CONCRETE.SEE ANCHOR SCHEDULE FOR O O • • (2)-110 INTERNAL POST TECH KIT 1 RRCUTOSMK OR ANCHOR REQUIREMENTS.ALL SHEET METAL SCREWS USED TO FASTEN W o ••••• SMS PER ADJACENT TO �� R0.CUTDASMK CLIPS TO MECHANICAL UNITS SHALL BE 110(14 MIN THREADS PER INCH) W c CLIP•TYP. CONTROL BOX GRADE 5 ONLY.PROVIDE(5)PITCHES MINIMUM PAST THE THREAD PLANE _ O ••••• OLIVER - FOR SHEET METAL SCREWS.ALL FASTENERS SHALL HAVE APPROPRIATE vfi PANEL, ��,,,,,, CORROSION PROTECTION TO PREVENT ELECTROLYSIS. D $ • TYP. OTJ ,)'~ _ - - 6. ALL AS A MINIMUM,CONCRETE TALLCIFIED CONC ETEEIN IS NOT PART OF THIS SHALL BE STRUCTURAL CONCRETE 4TIM N. - ••••• *O �O 1 THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, U, U !31.25" � LI„@ UNLESS NOTED OTHERWISE. •• •Q • NIT BAS* UNIT BASE Q� NIT BASE CLI B I 1 rlJ 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM i RP1CNl7R PER DO PAN • • O : PAN D PAN DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. UO WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY SCHEDULE F8. ELECTRICAL GROUND, Q ' OTHERS. a R +` m 9. THE ADEQUACY OF ANY EXISTING STRUCNRE TO WITHSTAND y IPQD SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN3000 PSI MIN. - . g7TRio'CL PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFIG7ION.EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR g 'I O O CONCRETE BY v I AFFIRMATIONS ARE INTENDED. &° ! OTHERS,TYP. © O&© O CLI„rti ;, DIM.1 0 10. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE f "ll v ,,tt CONTROL INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT OX &©ARE SIM -) - p -_- FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR AND OCCUR ON CLIP OFFSET DIMENSION SHALL '' / BREGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR <q OPP.FACES BE TAKEN FROM THIS SIDE ONLY a- DATUM FACE USE IN CONJUNCTION WITH THIS DOCUMENT. a 3 TIE-DOWN CLIPS 11. WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BETHE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR.CONTRACTOR SHALL N.T.S. ELEVATION 4 TIE-DOWN CLIP LAYOUT ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS > 1 RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE CUPYFKWFRAWL1E11V1WP.E 1 N.T.S. PLAN PROPOSED HEREIN.THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS 15-2543GA WATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE SCALEi N T.S. s ANCHOR SCHEDULE: TIE-DOWN CLIP OFFSETS: APPLICABLE MODELS INSTALLING CONTRACTOR. ?ATALLUNT PTI°N' SUBSTRATE DESCRIPTION DIM.1 4.50"MAX OFFSET FROM DATUM FACE RA1318,RA1324,RA1330, A.T6•zMlY FOOT PRINT E RA 336 RA1342,RA1418, "7 N CONCRETE: (1)-1/4.0 ITW BUILDEX TAPCON ATT CARBON DIM.2 24.50"MIN OFFSET FROM DATUM FACE 841424,RA1430,RA1618, (4"THICK MIN, STEEL,1�"FULL EMBED TO CONCRETE,3'MIN. DIM.3 25.25"MIN OFFSET FROM DATUM FACE RP1418,RP1424,RP 1430, 3000 PSI MIN.) EDGE DISTANCE,3"MIN.SPACING TO ANY RP1518,RD1418,RP7524, ADJACENT ANCHOR. DIM.4 13"MAX OFFSET FROM DATUM FACE RD1424 .. . . . . . ... .. • ••• • • • • •• • • • • • • • • • • • • • • • • • •• • • 9:0 •• • • • • 1:0•• • • • . • • • • • • • • ••• • • • ••• FRANK BENNAROO.P.E. RHEEM SALES COMPANY, INC. s�� NPH6649 ��,,,,,,,,1, 11111, WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATl�i�s' I---}1.000" =*r No•46 * 1 0.313" 0.750" 90. TATE e• c tN ua I„ ua 1.250 ,, FS, CORID �N4 w1M51%Ap, �3315" - A,gXh \3,� Mq,). O ///IIIIIil111UQ aQLL L9 18-GA ASTM OO ZX Nogw$ A653 PAINTED 1- W W W 3 3i _ STEEL CABINETRY o o w 'SIM.Io(1.-8U I- P - SIM.TO 1,A)SUI o Z"I q jM MEE UN OPP,FACE Z"� ON OPP.FACE A o b 0.187" fD _ ) J C z 0.306 Li r� Z TYP. ZA Z CONCRETE CONCRETE O 3 SUPPORTING SUPPORTING o STRUCTURE BY •• • STRUCTURE BY D Z M •OTHERS,jYP. •••• •• B OTHERS,TYP. CONTROL BOX d m p �••••� 1 14 ECHAlliN AL-UNIT 2 MECHANICAL UNIT 1—>l.0°°' o �o< 600900 1• N.T.* • FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC TIE-DOWN CLIP V O V O ••Z • • • • W 2 m • • ••••f*1LSE ISOMETRICS ARE INTENDED FOR J •( )�# Q5 PER CLIP FOR UNITS UP .Ar* MT PURPOSES ONLY;ALTERNATE RHEEM MIAMI TECH CLIP:14GA(0.07") a • LL. 3)-# !� PE'�C"LIP URI ACTED HEREIN MAY VARY IN APPEARANCE ASTM A653 Fu=90 KSI STEEL (n n w j1 j� CUTD8)OR 0.080.5052-H32 9 S FQ��(•�TS UP TO 39" LL ylvyr(2) ••••• ALUMINUM(CUTDAB),MIAM[ x O p • • SMS S OWN$$ffLLOW) W INTERNAL POST TECH KIT#RRCUTDSMK OR lL $FF ••••t • ADJACENT TO RRCUTDASMK = N G • • CONTROLBOX cN i •t•••B/ OLIVER F-p • t ANEL, O E LL O •:•••• 1- u-i-1, TYP. f35.2S"IT BASE U • UNIT BASE � UNIT BASE CLIP N • 0n PAN oU PAN3 ANCHOR PER • O 6 SCHEDULE � `V UQ :3fiNll� 3 3000 PSI MIN. f `V ` qax' CONCRETE BY € OTHERS,TYP. © O&© OD CLIA DIM.1 0 ®&©ARE SIM •� u_ BOXTROL 6g AND OCCUR ON CLIP OFFSET DIMENSION SHALL_ .. _ OPP.FACES BE TAKEN FROM THIS SIDE ONLY DATUM FACE 3 TIE-DOWN CLIPS 4 TIE-DOWN CLIP LAYOUT IB 1 N.T.S. ELEVATION N.T.S. PLAN UBUCOPYRIGHT FRAM(L BRDO PE 1 15-2543GA APPLICABLE MODELS: APPNOwd• WMt ON 6CALEI N.T.S. ANCHOR SCHEDULE: TIE-DOWN CLIP OFFSETS: RA1346,RA1436B,RA142B, -9 c/G 3W TALLscRBPnU"' RA1624,RA7636B,RA1842B, �a TALL UNIT S SUBSTRATE DESCRIPTION DIM.1 4.50"MAX OFFSET FROM DATUM FACE RP1336,RP1348,RP1436.RP1442, � 8.1.76• 33.76•FOOT PRINT (1)-1/4"0 ITW BUILDEX TAPCON ATT CARBON DIM.2 28.00"MIN OFFSET FROM DATUM FACE RPI 446,RP1530,RD1430,RP1536, 7 CONCRETE: RD1436,RP1542,RD1442, by (4"THICK MIN, STEEL,1331 FULL EMBED TO CONCRETE,3"MIN. DIM.3 29.00"MIN OFFSET FROM DATUM FACE RAAJA1724,RA/UA2036, 3000 PSI MIN.) EDGE DISTANCE,3"MIN.SPACING TO ANY RAAJA2024 RP/UP1724,RP/UP1736, ADJACENT ANCHOR. DIM.4 13.00"MAX OFFSET FROM DATUM FACE RAA)A1736,RP/UP2024 . ... . . . . .. . .. . . . .• ..Y •. ... ... . ... ... . .. bee • . • • .. • • • mow• • . • • ... 60 0 00 Y• .. Y 000 .. •• • FMNK IKNNARDO,PA RHEEM SALES COMPANY, INC. 0PE46549 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATZ,fi '' CE F No.46 4D 0 Z 0.313^ '" • STATE ° � b TDSN�'\ UNIT 10-CH>� /'�Ury� 0.750" "�O��•' 'CCORI � p X35,5 M : �3g>S MGTN5 5 Mpy 31r)S y�N 1.250 ak 3,5:75, Ar 0 �'�,""'NA L 1 a 18-GA ASTM 0 L m W A653 PAINTED - 0 Z X N 9 3 STEEL W W f - CABINETRY w O N LL 3 F m Sltd 70(C)RU1 M MI SRM.'IU(A)BUT O W v Z ON OPP.FACE Z !. ;.!0 ON OPP.FACE j 0.187" E I. U 0.306' Z _CONCRETE CONCRETE TYP. YO I--I 3 SUPPeRTING •• • • SUPPORTING 4AAARE BY STRUCTURE BY p O I(�� Z 'a OTHERS,TYP. ••••• B OTHERS,TYP. CONTROL BOX �•••• 1 AECHANJCAL UNIT z MECHANICAL UNITP,Z E ••°• 1 N.T.S. FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC 1—T1.000" 0 00.nn..t so TIE-DOWN CLIP (n 3 a • • • • • THESE ISOMETRICS ARE INTENDED FOR _g °°°°° • •• • IlIIMATICAL PURPOSES ONLY;ALTERNATE RHEEM J w •• •• 0000 UNITS LISTED HEREIN MAY VARY IN APPEARANCE MIAMI TECH CLIP:14GA(0.07") w u ASTM A653 Fu 90 KSI STEEL g n E • ° 0000° °see** (CUTD8)OR 0.080"5052-H32 LLJ 00 0 ••••• _(7JPER )-i10 NTERNAL POST ALUMINUM(CUTDAB),MIAMI W a W • • STECH KIT t RRCUTDSMK OR +o rE DJACENT TO in CLRRCUTOASMK g ••••• ONTROL BOX • OUVEIZ 8 • PANEL �� 9137.25' P@• O ° UNIT BASE QOUNIUNIT BASE CLI B LI`UANCHOR PER oO PAN OQ PANPANSCHEDfcLIP�3000 PSIIN I CONCRETE BY '—' ��/�\� p 0 -�—1s ' OTHERS,- © A &(t) OO CLI A 1� DIM.I f D &©ARE SIM + .. �0\ CONTROL 6@ AND OCCUR ON CLIP FS OFET DIMENSION SHALL _ `BOX I OPP.FACES BETAKEN FROM THIS SIDE ONLY z_ DATUM FACE 3 TIE-DOWN CLIPS --- - sP ' 1 N.T.S. ELEVATION 4 TIE-DOWN CLIP LAYOUT 00PGtl•SFR4KLBENNNWPE 1 N.T.S. PLAN 15-2543GA Appm.-dmcm* w0de SGLE: N.T.S. g ANCHOR SCHEDULE: TIE-DOWN CLIP OFFSETS: RA1360 RAA MODELS: a C2 zo PAGE DESCIIIPTION. SUBSTRATE DESCRIPTION RA7360,RA7442A, 35•TALL OMTS DIM.1 4.50"MAX OFFSET FROM DATUM FACE RA1448,RA1460, � AodIRl�� 35.75•:35.75•FOOT PRINT CONCRETE: (1)-1/4"0 ITW BUILDEX TAPCON ATT CARBON DIM.2 30.00"MIN OFFSET FROM DATUM FACE RAI 630,RAI 636A, °Gy (4"THICK MIN, STEEL,lei FULL EMBED TO CONCRETE,3"MIN. DIM.3 31.00"MIN OFFSET FROM DATUM FACE RPAlP2036, �, 3000 PSI MIN.) EDGE DISTANCE,3"MIN.SPACING TO ANY ADJACENT ANCHOR. DIM.4 13.DO"MAX OFFSET FROM DATUM FACE FRAM%SENNARDO,P.E. RHEEM SALES COMPANY, INC. ,%%%I ,fill PE46549 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICAO�`Pd5�� ) *: .46 }� ,G q 1--X1.000" - q U35 510 p,X� \/ X35 rFN� 1 Vj51510�pS y, s` S�C 0.313' 0.750" �O. STATE 0 ®:• p "' A7gx y qky 1.250 � � •• LLmU�b O o 10, AL a� � d 18-GA ASTM rn g Q A653 PAINTED STEEL F. - O L.4X1i Ni 4 3 u 3z �C ® CABINETRY O W W w 3 '^o�cP3 u ow.j. Z z g > > 0 8 a Sim.10 i,C,HUI - `�I N. 10``Do o UN OPP.FACP ON OPP.FACE o Z ®_! A C Hti z 0.187^ 3 i••••� O Z So 3 • • • LU CONCRETE O Ga u ••t(146"ETE • SUPPORTING g SUPPORTING • STRUCTURE BY 0.306" O O z o� 'd ST SUPPORTING • • B OTHERS,TYP. CONTROL BOX D TYP• U 8p(✓ru E •7•i 7•Y P. •• • • •• 3 a m •••.• f.•MEC AL UNIT 2 MECHANICAL UNIT l000" � W-� ••• •• l N.T.S. •••• FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC TIE-DOWN CLIP I Ln O„W • • •••• ••• SE ISOMETRICS ARE INTENDED FOR W o p •••••• L.L.G-;'CATICAL PURPOSES ONLY;ALTERNATE RHEEM MIAMI TECH CLIP:14GA(0.07")ASTM A653UN I 'aSTED HEREIN MAY VARY IN APPEARANCE Fu-90 KSI STEEL(CUTD10)OR 0.080" zG I 5052-H32 ALUMINUM(CUTDAIO),MIAMI m Z p ` OR RRCUTDALK •••••• •• (4 NTERNAL POST )-#10 F g • SMS PER ADJACENT TO TECH KIT#RRCUTDLK K p $ p• • PANEL, CLIP,TYP. CONTROL BOX Z UVEB• = G.o TYP. 0 }} 1LI",,U37.25" p(��YI 7' ••••• m m /1 `U U8 CLI B UNIT BASE Q UNIT BASE Q UNIT BASE eg R ANCHOR PER PAN PAN PAN SCHEDULE - ry n (i1 ,CLIPOD 3000 PSI MIN. _ " CONCRFTE BY CLLp(p� DIM.1 p ` D � OTHERS,TYP. © O&© O J \ CONTROL W "5 CLIP OFFSET DIMENSION SHALL _~ _ _, _ `BOX epp ®8L©ARE SIM =.. __ -----_ H AND OCCUR ON BE TAKEN FROM THIS SIDE ONLY DATUM FACE 4 DPP.FACES 4 TIE-DOWN CLIP LAYOUT N( 3 TIE-DOWN CLIPS RFR� L004R PP 1 N.T.S. ELEVATION 1 N.T.S. PLAN 15-2543GA A�IO�OQ Opp���;e{(10 6GLE1 ANCHOR SCHEDULE. APPLICABLE MODELS: FI0# 51'TPAGDESCRIPTION TIOMI TIE-DOWN CLIP OFFSETS: o•. Y• /� 51'TMIUNlTS SUBSTRATE DESCRIPTION DIM.1 4.50"MAX OFFSET FROM DATUM FACE RA1642A•RA1648,RA1660,RP1360. 140 35.75'.35.75'FOOT RINT E RP1460,RP1548,RD1448,RP1560, btl" CONCRE (t)-1/4"0 CARBON STEEL SIMPSON STRONG BOLT I,1W MIN EMBED TO DIM.2 30.00"MIN OFFSET FROM DATUM FACE RD7480,RAAlA1748,RAJUA1760, �� '+ (4"THICK RETE,3'MIN.EDGE DISTANCE,3'MIN.SPACING TO ANY ADIACEM ANCHOR.3000 PSI -1/4"0 CARBON S1 EEL POWERS WEDGE BOLT.,21 EMBED TO CONCRETE,3• DIM.3 31.00"MIN OFFSET FROM DATUM FACE RA/UA2048,RANA2060,RPNP7748. 0! MIN,EDGE DISTANCE,7'MIN.SPACING TO ANY ADJACENT ANCHOR. RPIUP1760,RPA)P2048,RPIUP2060, (LJ 5 SUPPORTING CONCRETE SUBSTRATE DEPTH SHALL BEA MINIMUM 1.S*ANCHOR EMBED. DIM.4 13.00"MAX OFFSET FROM DATUM FACE -Lf EITHER ANCHOR FROM 1 MI5 SCHEDULE MAYBE USED FOR INSTALLATION. .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. ... ... . ... ... . . . . . . . . . .. .. 006 *00 . . .. . ee . . ... . . . . ... . . . . . . . . . . .. .. . 00 .. .. . . . ... . . . ... FRANK BENNANDO,P.E. %111 If 111111 P PE 49 RHEEM SALES COMPANY, INC. &11A11PN��. ' . WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CLIPS: ROOF MOUNTED APPLICATI¢1V`5' �� E 65 "J APPROVED DESIGN CRITERIA:*i * (9 E%FLOODED VIEW 1 — 0 UNIT-\/�uwr 1 500 '•, STA F WIDTH Z p P TH x9.75" LENGT APPROVED DESIGN N 200 PSF Fo poa w CRITERIA: N/IND'L0 ,NAL 'z=P +' UNIT HEIGHT -= 100 PSF UPLIF 3 n �� a"g��S '• 0.31E q J CONTROL SEE DETAIL UI ROLL O L m�W 9 I BOX SEE DETAI141 i Yy WIND LOAD WW O (CONCURRENT) a �3 C bul (21-x%1S1j">t JO'1MN1- p W.-. i 4D"(MAX)LONG M1LIq •g� OO N� I �AL(XLINDM ANGLES WITH p O LENGTH CENTERED ' PERPENDICULAR TO 2 MOUNT ISOMETRIC VIEW DESIGN NOTES: v SUPPORTINGFRAME N.T.S.GLES TO FRAME 1 FFRONT ISO/BACK ISO L O SITE-SPECIFIC PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH Z Ip L �••• ATTACH ANWITH(I}15.0 THRUROLTS 30'(MIN 14P(MAX) 0 1000' ASCE 7-10 AND CHAPTER 16 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN o-••I LL WITH WASHER L NUT AT THE ) REFERENCE • '••• INTCRFACEeEMEEN ANGLE 00.J1]"TYP. O OR EQUAL TO THE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY y^ O 2 • AIA FRAME(TOTO.OF Hl CUE CE ASSEMBLY AS SHOWN.DESIGN PRESSURE REQUIREMENTS SNARL BE DETERMINED By TOn O • AND FRMLL(T TGLO ATTACH ANGLES TO HOLE OR 9LOi O A REGISTERED DESIGN PROFESSIONAL ON A DOB-SPECIFIC BASIS IN ACCORDANCE Q O FRAME WIUI(1)-%0 ZMA"x]OyMIN)- O.18TP WITH THE GOVERNING CODE. W ' 0• THRUBOLTS,T.P I 40'(MA%)LONG(LLH) d T'I ALUMINUAIANGLE Q •••••• • • • CENTERED ABOUT ¢ • • •5 �T ,E / 2000 SUPPORT FRAME, p306r GENERAL NOTES: o o • (07"'1 HS)• P' SUPPORT FRAME(BYE CENTER TO CENTER 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE ' •• •j0 MOUNT•GXPIADED ViGW•• OTHPRSL TYP. O WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014).THIS SYSTEM MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY Lu S • N.T.S. FRONT HEIRp HURRICANE ZONE.THIS DESIGN IS NOT INTENDED TO CERTIFY IMPAR J 1Wy W Jam,• RnyTIHEESSE�IISLOMETRICS ME WTEENTUEfOylfgTR 3 SUPPORT ANGLE I NO RESISTANCE OF THE MECHANICAL UNIT CABINETRY. Q Ko • 0000 DIAU iT9 LTSTEdHP REPO MAYVMYINLAPrE,IPANCE EM 1 N.T.S. ELEVATION 1 p0,4E- 2 OF THIS/$YSTEMaEt'SE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN (n ^V - 3. DESIGN B CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH 0 2 • • •••• POST BV •••• TEST REPORTI0327 01-15 BY AMERICAN TEST IAB OF SOUTH FLORIDA. W p p 0060• 5)L10SMSPER TIE-DOWN CLIP CONTROL 4. All DIMENSIONS AND THE MINIMUM WEIGHT TIO S MINIMUM) EI • • BOX CLIP,TYP. MECHANICAL UNIT SHALL ONS(CLCONFORM TO LIMITATIONS STATED HEREIN.ALL N MECHANICAL SPECIFICATIONS TIONS SPACE,TONNAGE,ETC.)SHALL IB LI PR Q :•0 6• 0 0•0 : O f• - (007')ASTM A653 Fw90 THE CONTRACTOR. u MWAI TECH CLQ 1464 MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF • • •• • • - { �! - II KSI STEEL(CUTDIOL 5. ALL SHEET METAL SCREWS USED TO FASTEN CLIPS TO MECHANICAL UNITS OLL p • 0 r (, TI MIAMI TECH KRL SHALL BE*30(14 MIN THREADS PER INCH)GRADE 5 STEEL OR EQUIVALENT - ••••• "O�Ryu R i —0 1" CORNER p CPoSTR RRCUTD30K ONLY.BOLTS USED TO FASTEN ALUMINUM ANGLES TO SUPPORTING FRAME(BY ? ••••I•Rl}ASTENING I� 1 LENT AND POST t SHALLUTILIZESAE GRADE WASHE S)SHALL BE ASTM F593 410 TB MITI.PROVIDE(5S STEEL Clik)PITCAHES MINIMUM R • CIi ALULL d MNUM SUPPORTFHAIAE(BY xk11y"%EO'(MIN).4V(MAX)LONG PAST THETHREADPURROSIO PRO METAL TIONT PREVENT ELECTWS.ALL FASTENERS ROLYSIS. ANGLE,TYP. OT11FR9)NOTSHOWN (LLHI ALUAYNUMANGLE CENTERED HAVE SENEAPPRCONNETIOSTOAL ALUMINUM SHALL PREVENT ELECTROLYSIS.AL1 Ilq FORCIMITY TTP. ABOUTSUPPORTFRAME,TYP. FASTENER CONNECTIONS TO AI.UMINUM SMALL PROV10E 2XDNMETE0.EDGE i QI a TIE-DOWN CLIP ATTACHMENTS DISTANCE. C 6. ALUMINUM ANGLES SPECIFIED HEREIN$HALL 0E 6061-T6 ALUMINUM ONLY. png 1 7. CONNECTIONS TO THE SUPPORTING FRAME(BV OTHERS)CONSIDER A FRAME N.T.S. ELEVATFONS m q 6 MEMBER THAT IS 6061-T6 MIN ALUMINUM WITH A MINIMUM 0.094'THICK �4 61$471 y" 2k1k1A'X EO"(MIM-40'(MA%)LONG FLANGE AT ATTACHMENT POINT.PERFORMANCE OF THE RAIL AS A STRUCTURAL d (LRM AV x 30R)M ANGLE CENTERED MEMBER TO SUPPORT THE UNIT ASSEMBLY SMALL BE PER SEPARATE g -'- APPLICABLE MODELS: CERTIFICATION. ABOUT SUPPORT FRAME,NP- i'` ` TIE-DOWN CLIP OFFSETS: �� B RA1318,RA7324,RA133O, 8. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM ____-___ ,----._--_- DIM.1 4.50"MAX OFFSET FROM DATUM FACE DISSIMILAR MATE0.1A15 TO PREVENT ELECTROLYSIS. E DIM.2 24.50"MIN OFFSET FROM DATUM FACE RA1336,RA1342,RA7416, 9. ELECTRICAL GROUND,WHEN REQUIRED,10 BE DESIGNED&INSTALLED By B T RA1424,RA1430,RA1618, OTHERS. A p CLIP@1 IIR�C DIM.3 25.25 MIN OFFSET FROM DATUM FACF. RP1416,RP 424,RP1430, 10.THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED X$ 1 -SUPPORT DIM.4 17"MA%OFFSET FROM DATUM FACE LOADS SMALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT 9p g I RP1516,RD1418,RP1524, FMME(BY ]W N LI p OTHERS),TYP. 801424 INCLUDED IN THISCE0.TIFICATION.E%CEPT AS EXPRESSLY PROVIDED HEREIN, gR N PO NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. tt 21 11.THE SYSTEM DETAILED HEREIN I$GENERIC AND DOES NOT PROVIDE S ry f Y y INFORMATION FOR A SPECIFIC SITE.FOR SITE CONDITIONS DIFFERENT FROM COP/RIRff RUNKLBENLW00PA CLI A O O THE CONDITIONS DETAILED HEREIN,0.LICENSED ENGINEER OIL REGISTERED 15-25648E a j _� _--� i ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN --------- I DIM.1 p - --------- 3/8.0 THRU BOLT WITH e WASHERS&NUT 09�<p1Afti COW R-TIGHTNESSNCTION F EXISTINGIS HO. SCALE] N.T.S. Q, CLIP OFFSET DIMENSION SHALL - _ / �yjRgl FASTENING ANGLE TO F 12.WATER-TIGHTNESS OF EXISTING MOST SUBSTRATE SHALL 6E THE FULL PAGE BESCRIPTIONI g BE TAKEN FROM THIS 3`ID�ONLY BO% SUPPORTING FRAME RESPONSIBILITY OF TME INSTALLING COMPACTOR CONTMCTOR SHALL � - OgTUM FACE D\k L ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS J1'TALL UNIT Nb RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED 29.75'.29.75-FOOTPRINT qE 5 TIE-DOWN CLIP LAYOUT WLM HEREIN.THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING q u N.T.S. PLAN OR L RESPONSIBILITY IWOF TME MAY OCCUR AS UNG CONTRACTOR.ATIGTNESS SHALL BE THE oFF L N07E'.UNIT SHALL AI CENTERED BY ABOUT THE 20'RA RAIL TO RAE. SUPPORTING FRAME(BY OTHERS) .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. ... ... . ... ... . . ... . . . . . . . . .. . . 000 see .. . 06 . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... FRANK BENNAROO,P.E. 2 PE46549 RHEEM SALES COMPANY, INC. �o``QPNK�L11171 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CLIPS: ROOF MOUNTED APPLICATIG,�V '' *: 654 toa EXPIODEDNEW 5- ' 1 UNIT E`UNIT STATE OF Z:• $ r WIDTH J7.75' LENGTH]J.7� ^�'`�'• •`II1,+,I' 75I 0 —�1.50 ����FSJ7'7�7777U41111E11�N L z QQ LL afv 3 0.313. Q UNIT39"MAX ^ W. j, SEE DETAIL Vi EE DETAIL Vl O ( rrry N� A Q3 C O ow > z ¢ o O.t � 5 (2}2k1'1J1"x 30'(Mlp- D SEEDETAILA B S7tl' a 4J(MAX)LONG(LLH) O ALUNINUMANGLES NfT)1 z MOUNT ISOMETRIC VIEW U ��LFFF LENGTH CENTERED Z Ta •'A PERPENDICUIM TO 1 N.T.S. FRONT 150/BACK ISO O H ut m y • • SUPPORTING FRAME Z • T ' i� • rI•• 30'(MIN)'40'(MAX) 00.313B FJJiA1To0 14.W Z 00 •••••• ATECHGLES YIFRAME CL CE REFERENCE 3 • • WITH }1('OTHFWTS I HOLE OR WITH MASHER a RUT AT THE ATTACH ANGLES TO SLOT O Q. '•••*•• , INTf�RFACEBETWEENARGLE FRAME WITH(1}1("0 2'wt'1J1"%30"IMIM- 1(1I • •� • AM FRAME(TOIIb OF(4) THRVBOLT",,I'D I 4tllMAX)LONG(lLH) UO O �p? B(»IS WlI BEUED) ALUMINUMANGLE O F Q • • •••••• CENTEREDABOUT U 1� T. / SUPPORTFRAME,TY P. 8 V W •••••• • •• SUPPORTFRAME(BVJ 2000- 03063, V 1 CENTERTOGENTER mQ W _V Yy • • OTHERS'. TYP. G ry ••••• • •• •$•pN•TEIMIE • • (BY OTHERS).TYP. IV •• 3 SUPPORT ANGLE MOU lt" ODED VIE�I 0FN N.T.S. ELEVATION O<S • N.T.S. •••• FR4rIy�•EIRIC 1 O O 11.1 0 ••• POST BY _ • THE ISOMETRK:SARE• CONTBOX •1! 7)ltOSMji E&¢. INTENDED FOR • -- CLIPA o0 U)O 6 • 4CI•G•4•AIATICALPURPgFE• • _ 1: f 1f ONLY:ALTERNATERHE UNIT _ 1? _ LL '[ •LISTED HEREIN MAY W • 0 C APPEARANCE0000•• • - f �IarICORNER CORNER • Y'D TI•IU BOLT POSTPOST TIE-DOWN CLIP WITH WASHERa Iu n 2' NUT FASTENING pl jl� W? gl CLIPS TO MWAI TECH CLIP:I2GA O d GLE,�UMITYP. OIHERS)NOIT SH(OWN A�UMINVMAN(GLEC�TEERRCDAMI7 (O SEEL(GUTpI<),MWAISI � a FOR CLARITY,TYP. SUPPORT FRAME,IYP. TECHMT a RRCUTD34K g iiiy555 a TIE-DOWN CLIP ATTACHMENTS -- t d 1 N.T.S. ELEVATIONS ¢E 2'XI va'X 3X(MIN)•4T(MAX)LONG ■ (LLH)ALUMINUM ANGLE CENTERED- ;f��_.- --^a---_ - APPLICABLE MODELS: III FFF ABOUT SUPPORT FRAME,TYP. / TIE-DOWN CLIP OFFSETS' SUPPORT _________ ---------- DIM.1 4.50"MAX OFFSET FROM DATUM FACE RA1348,RA1436,RA7442B, RA1624,RA16368,RA1642B, .00' a !1 DIM.2 28MIH OFFSET FROM DATUM FACE RP1336,RP1348.RP1436, h co B • Ul'Q DIM.] 29.00'MIN OFFSET FROM DATUM FACE RP1442,RP1448,RP1530, t � 0 FRAME(BY DIM. 13.00'MAX OFFSET FROM DATUM FACE RD1430 RP1536,RD1436, t P j w L[� OTHERS),"P. RP1542,R01442,RA/UA1724, z RAlUA2036FtAA1A2024 ODP/N(RRFlUN(L BDOWOO P.E nf f a RPlUP1724:RP/UP1736, 15-2564RE App-edCLI A O O RANA1736 RP/UP2024 Flrnldse`�,woe Y• BULB: MTs. --- -------- i DIM.1 p -'-----' 3/8'0 THRU BOLT WITH n PAG!DlBCRIPTION: -- WASHERS aNUT O� G . alb TALL UNIT CLIP OFFSETDIMENSION SHALL ` _ /,�I,UNT801 FASTENING ANGLE TO '� 56.75'X 36.76'FOOT PRINT BE TAKEN FROM THIS SIDE ONLY - DATUM FACE X SUPPORTING FRAHE. 5 AR TIE-DOWN CLIP LAYOUT NOTE:UNIT BH ALLBECEMERED Br oF9 ABOUT THE 20•RAIL TO RAIL Y q. 1 N.T.S. PLAN 6UPPORTING FRAME(BY OTHERS) 0 .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. ... ... . ... ... . . . . . . . . . .. .. . . . . . . .. . ee . . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... Ill// FRANK49NNARDO,P.E. RHEEM SALES COMPANY, INC. , QP�K`g WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CLIPS: ROOF MOUNTED APPLICAVCs��� ��, *: T49' ; 1 �o— E%PLODEOVIEW 5 i OTMJ8.7 \/ LENOTFX35.15" STATE OF THESE ISOMETRICS ARE ]50 1.SO '/�/AVS•••.,•T•••••• WJ^0 DWG IRAMM4TICAL.PURPOSES W ONLY',ALTERNATE RHEEM UN OS Z W=••X LISTED HEREIN MAY VARY IN 8.313ft �UAPPEARANCE — QUNITHEIGHT ' HOLE UILL081•MV.ADD(])t10X 3' EE OFTAF VI SEE DETAIL VI STAINLESS STEEL SCREWS - 3 TO CONTROL BOX COVER SIDES I" A O N 9"SU. (3I"TALL MODELS ONLY) O A O W OWC 'D W B 0.IB7P � )i GR(I�MIN)LONG1MW) D 2 MOUNT ISOMETRIC VIEW O �j ALUMUM gNGLES WRIT - 2 LENGTH CENTERED 1 N.T.S. FRONT ISO/BACK ISD O M �fPERPENOK:ULAR TO Ul SUPPORTING FRAME ".LN1L.TOC..R 2 • •ATTACH ANGLES TO FRAME 00.313'0 14.OP O • rim ••i LLMTN(1}1('''��THRU CLEARANCE REFERENCEH TV511�R b AT1♦T ATTACH ANGLES TO FRAME WITH HOLE OROINTERFACE� (IA-OTHRUNAM SEE3'k3'U's"z 37(MIN)- SLOT i •ANO FRAME AL OF(4) GENERAL NOTES FOR40'(AM%)LONG••BOLTS WALL BE USED) ADDITIONAL REINFORCING PLATEALUMINUMANGLE• USED AT THIS LOCA110N,NP. CENTEHEUAUOUT OOSUPPORT FRAME(BYSUP PORT FRAME,TYP. U OOTHERS),TYP M 3 Z 2Lu z UPpTMT p030fiT Q K O" •t•i•• •• 1 W� 14, OUNT XA DED 3 SUPPORT ANGLE cn 9 'f • r N.T.S. FRONT ISOMETRIC a� C • 1 N.T.S. ELEVATION • �OS7 B•• •••• LU O�❑ p� • • • y • • _ T)010SMSPER CLIP,TYP. 2 .'. •t••t• - - A O wo i t • 0 - O f E •••••• • D B 0 Sg • • R 1 " I • f CORNER' "I f CORNER 1.00' A •••••• NNUTF HNR(�S �Q I+ e+ POST _ POST TIE-DOWN CLIP GLIPABSTTt��IL — ? ALUM NUM SUPPORT FRAME(BY 313^,LVe'%30'(MIN)-40"(MAX)LONG MIAMI TECH CLIP.I2GA O 2 ANGLE,TYR OTHERS)NOT SHCVM ALUMNUM ANG LE CENTEREDABOUT (o W) AS"N=10 KSI 6� E FOR CI ARITY,TYP S UP PONT F RAME,TYP. STEEL(CUT014),MIAMI 8� 4 TIE-DOWN CLIP ATTACHMENTS rECHKIT.aacur035K �� p ELEVATIONS V 1y EE 3^4"x I18"X 30'(MW)-40-1 MAX)LONG 4 ALUMINUM ANGLE CE NTEREDABOUT SUPPORTFRAME,TYP. �' TIE-DOWN CL p$ __________ DIM.1 4.50"MAX OFFSET FROM DATUM FACE all ,q DIM.2 30.00'MIN OFFSET FROM DATUM FACE CIE, P. F A d CLI g e� I e DP© DIM.3 31.00 MIN OFFSET FROM DATUM FACE D•75= 1p�, pQ SUPPORT DIM./ 13IRA ME(BY .00'MAX OFiSF.T FROM DATUM FACE fQ ::11 N T.1 LI'V OTHERS),TY'P. T•125= _ !!! £ F _r APPLICABLE MODELS: 0.216" L'z3"x''A-REINFORCEMENT OOPYPo(ifFFRNKLBENNNOOPE O RAI 360,RAI 442A, MIN. PLATE AT THE UNDERSIDE OF CLIA f RA1448,RA1460,RA1630, THE FLANGE FOR AN 15-2564RE e; .. OVERALL FLANGE THICKNESS SCALE! NT.S. --------- DIM.1 —I p - -------- 3/B"B THau eoLr WITH RAI 635A,RPIUP2036, NP'�dromgl7elwY1E1i ILII WASHERS B NUT SUPPORTING FRAME OF 0.216-MIN,ttP. PAGE DESCRIPTION'. r RA1642A,RA7646,RA1660, B CLIP OFFSET DIMENSION SHALL / CONTROL FASTENING ANGLE TO (BY OTHERS),TYP. Dr. O2 ��, 51-TALL UNIT BE TAKEN FROM THIS SIDE ONLY x DgTUM FACE 00% suvPORTING FRAME. RP1360,RP1460,RP154 B, 35.76'x38.76'FOOT PRINT E MUA1,RP156(UA176. ( REINFORCING PLATE W+ °`7 x RAIUA1748,RANA1760, 5 TIE-DOWN CLIP LAYOUT RA/UA2048,RA1(1A2060, 1 6"=1'•0" SECTION 1 N.T.S. NOTE:UNIT SHALL BE CENTERED PLAN RP/UP1748,RPIUP1760, ABOUT THE 20'RAIL TO RAIL RPIUP2048,RPNP2060, SUPPORTING FRAME(BY OTHERS) 0 .. . . . . . ... .. . ... . . . . .. . .. . . . .. ... .. •• • • • w • • .• • •• •• w Y • :so*: •