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MC-15-2135 t Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-241943 Permit Number: MC-8-15-2135 Scheduled Inspection Date: October 14, 2015 Permit Type: Mechanical - Residential Inspector: Perez,JanPierre Inspection Type: Final Owner: RICHARD E MELLETT& ERIKA BATEY, Work Classification: A/C Replacement OI!`LIAOr% C RACI 1 CTT 4_ =DIVA OATCV Job Address: 1090 NE 104 Street Miami Shores, FL 33138- Phone Number (305)984-7069 Parcel Number 1122320290190 Project: <NONE> Contractor: C&R AIR CONDITIONING CO Phone: 305-685-6394 Building Department Comments EXACT REPLACEMENT OF 4 TON SPLIT SYSTEM Infractio Passed Comments INSPECTOR COMMENTS False � S Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 13,2015 For Inspections please call: (305)762-4949 Page 12 of 69 wz P Sl 4 G Miami Shores Village 10050 N.E.2nd Avenue NE \ � Miami Shores,FL 33138-0000 Phone: (305)795-2204 , do •n. Exp' 02/23/201 i, Project Address Parcel Number Applicant 1090 NE 104 Street 1122320290190 RICHARD E MELLETT Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell RICHARD E MELLETT 1090 NE 104 (305)984-7069 MIAMI SHORES FL 33138- 1090 NE 104 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 4,795.00 C&R AIR CONDITIONING CO 305-685-6394 (954)680-4494 .. ..v ., mm...,., Total Sq Feet: 0 Tons:4 Available Inspections: Additional Info:EXACT REPLACEMENT OF 4 TON SPLIT SY Inspection Type: Classification:Residential Final Approved: In Review Review Mechanical Comments: Date Approved: : In Review Date Denied: Type of Work: Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# MC-8-15-56805 DBPR Fee $2.52 08/21/2015 Credit Card $50.00 $ 139.87 DCA Fee $2.52 Education Surcharge $1.00 08/27/2015 Credit Card $ 139.87 $0.00 Permit Fee $167.83 Scanning Fee $9.00 Technology Fee $4.00 Total: $189.87 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 i for ti n i ac ra nd hat all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the ab v d n act o t d the work stated. August 27, 2015 Authorized Signature:Owner / Applicant / Cont r /U/AgN t Date Building Department Copy August 27,2015 1 ` Miami Shores e Villa g7AUG car'Nr ;��.. Building Department 212015 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel: (305)795-2204 Fax:(305)756-8972 \ -- INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 BUILDING Master Permit No. lS- 2/ PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING 12 MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1090 NG' 104"' City: Miami Shores County: Miami Dade Zir): 9, Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): Phone#: ?019-94- 76 6 1 Address: Q b t= 1 �{ �T City: State: Zip:� Tenant/LesseefnName: �. Phone#: Email: S Me 1je iI-1 -7 6—mg V% CONTRACTOR:Company Name: + 1` Ail C04. cD. Phone#: doj- 0 U 6 J 9 7 Address: 6 0 7 3 ry lel 16-7-IT G .. City: Q✓h /' State: �— 1• Zip: �� o /S Qualifier Name: -,YG kir v J rl Phone#: State Certification or Registration#: C A L .26 4 J LY Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ `11 I J Square/Linear Foo ge of Work: Type of Work: ❑ Addition ❑ Alteration New Repair/Replace ❑ Demolition Description of Work: ` Specify color of color thru tile: o n Submittal Fee$ 0 9 Permit Fee$ V CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ -�<• (Revised02/24/2014) J 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. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet thq 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 exgeeding$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. C I�L, -- Signature Signature OWNER or AGENT CON R14CTOR The foregoing instru ent was acknowledged before me this The foregoing instrument was a knowledged before me this 1�day o'f� V Li j� 20 IS by1 9,0 day of/� 20 by U'Y I r� ✓A, / ,who i ersonally know to t6ect z C h ��' who is ersonally know o me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take on oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print:—IJ7ah c 11'Q -21 Commission#FF 086047 Seal: Expires May 24,2018 Seal: ; �°iy ,; JANET KRAI IZ ao anNr�c,.ti..,e.eooaes rol9 ;.r :.f Commission FF 197298 a Expires May ,2019 '�;Q wwQF' Raided Thu troy Fein 4ourenea 900386.7p19 ##################################### ###### ##t## ############################## ########################## APPROVED BY � 'P s Examiner Zoning Structural Review Clerk 1Revised02/24/20141 Miami Shores Village o Building Department "" '"'"' 10050 N.E.2nd Avenue o Miami Shores, Florida 33138 Rmp► 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. Job Address(where the work is being done): 10 c 10 N � '0 t{J T ii City: Miami Shores Village County: Miami Dade Zip Code: 3 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 IS REQUIRED WITH ALL SUBMITALS A 1 DATA SHEET REQUIRED Change disconnecting means:YES❑ NO ARHI Sheet Attached:YES NO ❑ Contract Attached:YES El UNIT BEING REPLACED DATA 04— NEW UNIT eGtn MANUFACTURER VUU cj C III AHU or PKG. UNIT MODEL# y 4 COND. UNIT MODEL# Ay to KW HEAT NOM TONS AHU CU PKG 1)M.C.A AHU CU�2,C PKG AHU CU PKG 2) M.O.P AHU CU q0 PKG AHU CU PKG 3)VOLTS a30 WH AHU CU PKG PKG UNIT / / PKG UNIT EER/SEER YES NO REPLACING DUCTS YES NO YES NO REPLACING THERMOSTAT ES NO YES NO NEW 4"CONCRETE SLAB E O YES NO NEW ROOF STAND ES' YES NO NEW RETURN PLENUM BOX YES O 1. Minimum Circuit Ampacity(Wire Size): 6 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 60 - (40 3. Voltage of Circuit (208 240 80): 4. Size Disconnecting Means: 6o ` Li0 Contractor's Company.Name: C R A << C©h4. Co. Phone: J 01 (o &L'6 J l� State CertificaPW9 a ' nN r AC 0.26 4 u Certificate of Competency No. 0 498'093 Signature Date: 2© - uaiifie s signature) (Revised02/24/2014) pr__77 - R H E E M SALES COMPANY, INC. TaD15 BIS"DP P T. . E76131 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL TIE-DOWN CLIPS: ROOF MOUNTED APPLICATIONS 06!10,2015 5 "LID FDR,PFR MIT ONLY D.K o V DNH _ DTH I APPROVED DESIGN CRITERIA: NDOKW61W Y MT1 OUCG R5< ExawceDVIEW vAOTH>57/ NGrH>z.Is- > < soo. Z NG ARE APPROVED INSTALLATION THESE ISDMETRKc ARE A - OR THE SYSTE IL ILLUSTRATED HEREIN XT INTENDED FOR "- ���� / _._ _-._ _ � #M V FOLLOWING < SCENARIOS M LUSTR ((�, MEAN ROOF CENTROID'. W Vr^J DIAGRAM ilTE PURPOSES '� 12so SCENARIO ULTIMATE VJ ?LL O^ NLI ALTERNATE UH; ti ^ W WIND SPEED EXPOSURE HEIGHT? HEIGHT' LISTED HEREIN MAY VARY IN 111 j APPEARANCE 0.313. 1 175 MPHit - - W 2 HEIGHr Z 10 FT 56" Z Z k >¢ w. 51-,MAX, O ^ 2 ! 175 MPMtt D 130 FT 56" Q u o Z o o ADD(2).1.XII-- SEE DETAII Ill SEE DETAIL 4;1 E __.I . - _ um�W STAINLESS STEEL SCREWS •CENTROID HEIGHT IS TME HEIGHT OF THE UNIT'S GEOMETRIC CENTROID ABOVE TO CONTROL BOX COVER SIDES THE LISTED MEAN ROOF HEIGHT.THE SYSTEM ILLUSTRATED HEREIN IS APPROVED W W 3 W 13a,-51-.TALL MODELS ONIY� O O FOR INSTALLATIONS TO ROOFTOP STANDS(BY OTHERS)UP TO 30"IN HEIGHT. w ,MEAN ROOF HEIGHT OF THE BUILDING TO WHICH THE UNIT IS BEING INSTALLED 3w vp^i 3 1tALLOWABLE WIND SPEED(VBSG)=135.6 MPH N EC O w o• - ' 0 p JPIMIN)- 8 DESIGN NOTES: LL XOTNAX)LONG D' zQ MOUNT ISOMETRIC VIEW- THIS SYSTEM HAS BEEN-DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND THE ` ALUMINUM ANGLES WITH LENGTH CENTERED 1 N.T.S. FROM I50/BACK ISO O O FLORIDA BUILDING CODE FIFTH EDITION(2014)FOR USE WITHIN AND OUTSIDE THE U E ). •� PERPENDICULAR i0 HIGH VELOCITY HURRICANE ZONE AS INDICATED IN TME ACCOMPANYING DESIGN Z "�' SUPPORTING FRAME 4 SCHEDULES.THE DESIGN CRITERIA USED TO CALCULATE THE ALLOWABLE ROOF-TOP r ATTACH ANGLES TO FRAME < X10"(MIN).X0'(MgX) > HEIGHTS CONSIDERS ASCE 7-10 SECTION 29.S FOR ROOF TOP HEIGHTS(H)>60 FT. H-y WITH H H'-:O THRUBOLTS i00.J1]'0 O 1400, (GCA.-I'-1.90 OUTSIDE THE MVHZ,(GGz,�=1.S FOR ALL LOCATIONS WHH WAS HER B NOT AT THE ATTACH ANGLES TO FRAME WITH CLEARANCE D REFERENCE (CONCURRENT).(GCy 's1a3.10 WITHIN TI7�BHVH 2 PER FBC 1620.6(CONCURRENT } ED )MER FACE BETWEEN ANGLE HOLE OR WITH G Z AND FRAME(TOTAL OF M) HH'h" THRUBOLTB SEE T3'Y.�r]O'MINI- SLOT O 7_11) ( C1)wNr�)�ALL OTHER DESIGN VARIABLES ARE IN ACCORDANCE WITH ASCE �- - : -I.-)LONG CHAPTERS 26&29. QQ U GENERAL NOIES FOR IY ALUMINUM ANGLE Z BOLTS WILL BE USED)D) gDOITONAI REINFORCING PLATE \` USED AT THIS LOCATION TYP 20 OP SUPPORT FRAME.TYP GENERAL N_O_ TES: o 0 ��- CENTERED ABOUT ¢ SUPPORT FRAME(BY CI ' OTHERS).TVP MIrvIMUM 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH U SUPPORT FRAME 6 CENTER TO CENTER 03063', THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FIFTH EDITION(2014)IS ASCE (n H (BY OTMERS`TYP. 1 7-10.THIS SYSTEM MAY BE USED WITHIN AND OUTSIDE THE HIGH VELLLj OCITY AMOUNT EXPLODED VIEW n HURRICANE ZONE.THIS DESIGN IS NOT INTENDED TO CERTIFY IMPACT RESISTANCE _1 w SUPPORT ANGLE �+J OF THE MEC MANICALUNIT CABINETRY. Q N FROM ISOMETRIC 1 N.T 5 EIFVATION 0306],. 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF (n POST BY THIS SYSTEM. c 2 CONTROL �_ I �� O 3. DESIGN B CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH TEST L j S� BOX F _ "-" I F CKTMS PEELI R L_,rC O REPORTA0323.01_15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. IJ,J BRACKET, f�-r �c . ALL DIMENSIONS AND THE MINIMUM WEIGHT(200 LB MIN-255LB MAX)OF LL)tO� V 'T' y EM ,' O 4 MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN.ALL = Z �s O MECHANICAL SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC.)SHALL BE AS PER Dm 11W B MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE S _ - O CONTRACTOR. U I _ \J 5. ALL SHEET METAL SCREWS USED TO FASTEN BRACKETS TO MECHANICAL UNITS SHALL f ° CORNER � i- [ BE 410(14 MIN THREADS PER INCH)ASTM F593 410 STAINLESS STEEL OR ':D THRU BOOT f- POB? ��I m ITS i :+ CO2REP -->. OR.'<- EQUIVALENT ONLY.BOLTS USED TO FASTEN ALUMINUM ANGLES TO SUPPORTING o wHH WASHER a e' 4` -_ � T FRAME(BY OTHERS)SMALL BE ASTM F593 410 STAINLESS STEEL OR EQUIVALENT AND MIM-_.__ Fr _ Jr-- .. NOT FASTENING a - TIE-DOWN SHALL UTILIZE SAE GRADE WASHERS&NUTS.PROVIDE(S)PITCHES MINIMUM PAST E BRACKETS TO J'-' C1'I -I THE THREAD PLANE FOR SHEET METAL SCREWS.ALL FASTENERS SHALL HAVE ALUMINUM -- BRACKET APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS.ALL FASTENER 5 PPOHT FRA E 1BY4' E t ANGLE.TYP. OT ERS)NOT SHOWN' 3-J11i X 3D'(MIR) ENTERX)LONG MIAMI TECH CUP'.12GA AUUMINUCONNECTIONS TO ALUMINUM SHALL PROVIDE 2XDIAMETER EDGE DISTANCE. SUPPORTM ANGLE CENTERED ABOUT 6. CONNECTIONS TO THESUPPORTINGNG FIEREIN SHALL BE (BY OTHHEERS)CONSIDER A FRAME MEMBER H c FOR CLARITY TYP (0[M')ASTM ABSJ Fu•9p KBI SUPPORT FRAME.TYP. STEEL ICUTDIRI.MIAMI w 4 TIE-DOWN BRACKET ATTACHMENTS TECH KITS RRCUTOM9 THAT IS 6061-T6 MIN ALUMINUM WITH A MINIMUM 0.D94'THICK FLANGE AT ,, EF < NTS ATTACHMENT POINT.ADDITIONALLY A 1',3"x%'REINFORCEMENT PLATE SHALL E 3-.3-V8-.XY(MIN)-4PIMAX)LONG S ELEVATIONS 6E USED AT THE UNDERSIDE OF TME FLANGE FOR AN OVERALL FLANGE )II ;a ALUMINUM ANGLE CENTERED ABOUT THICKNESS OUPPORT F 0.216'MIN.PERFORMANCE OF THE RAIL AS A STRUCTURAL MEMBER f SUPPORT FRAME.TVP N. TO DOWN BRACKET OFFSETS. 8. THHESCONTRACTORUISI RESPONSIBLE LBLE TO INY SMALL SUTATEPER SALL MEMBERSEPARATE FROM DISSIMILAR 'R DIM 1 4.56"MAX OFFSET FROM DAVM FACE ". 3"X3'X'.' MATERIALS TO PREVENT ELECTROLYSIS. I 9. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY OTHERS. jg ;2 FROM -- ANGLE.TOR. Q DIM 2 30 00"MIN OFFSET FROM DATUM FACE -- _.. _ j 10. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS 2 ~ CLIP C DIM 3 131.00'MIN OFFSET FROM DATUM FACE O 75 SHALL BE VERIFIED BY TME ONSRE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN - a I Y RTIFICAT EXCEPT AS ESSLY PROVIDED EIN,NO ITIONAL THIS n • CLIP D` OTHSUPERS?TYP.IM 4 113 00"MAX OFFSET FROM DATUM FACE 0.125" I1. CERT)ICATI S OR AFFI MAT IS GENERIC ANO GOES NO?PROVIDE INOFORMgTION 4 a CLIPS` {1 4 a w FRAME(BY CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. COPY H w 3 tOn f ). . s p LL f F ( APPLICABLE MODELS: 0.216" YFOR SPECIFIC SITE.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS iY`GE 1"X3"X'e'REINFORCEMENT DETAILED HEREIN ALICENSED ENGINEER DR REGISTERED ARCHITECT SHALL PREPARE RIG TFRgM(I.BENNNipOPE `R CLIP A ; O O I RA1360,RA1142A, MIN. `' PLATE AT TNF UNDERSIDE OF SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. RA1448,RA1460,RA1630, TME FLANGE FOR AN 12. WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL 15-2564 c :DIM.1: : O CON 3/B"O THRU BOLT WITH RA1636A,RP/UP2036. OVERALL FLANGE THICKNESS RESPONSIBILITY OF THE INSTALLING CONTRACTOR.CONTRACTOR SHALL ENSURE I WASHERS&NUT SUPPORTING FRAME OF 0.216 MIN,TVP. THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE I5 RESTORED AFTER SCALE: N.T.S. CLIP OFFSET DIMENSION SHALL RA1642A,RA1648,RA1660, PAGE DESCRIPTION: 'AS FASTENING ANGLE TO FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN.THIS ENGINEER BE TAKEN FROM THIS SIDE ONLY • - - - RP1360.RP1460,RP1$48, (BY OTHERS),TYP. E DATUM FACE BOX SUPPORTING FRAME. SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH 51"TALL UNIT RD1448,RP1560,RD1460, MAY OCCUR AS WATER-TIGHTNE5S SHALL BE THE FULL RESPONSIBILITY OF THE 35J!i'>35.75'FOOT PRINT TIE-DOWN BRACKET LAYOUT RA/UAT748,RA/UAT76D. Q REINFORCING PLATE INSTAL LINGCONT RACTOR. i1 o RA/UA2048,RA/UA2D60, 13.FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE VUI1 WIND R it I N.T.S. NOTE UNIT SHALL BE CENTERED PLAN I 6"_ )'-0" SECTION SPEEDS USED IN THIS DOCUMENT,SEE SECTION 26.7.3 OF ASCE 7-10. RP/UP1748,RP/UP1760, ABOUT THE 20' IL TO RAIL RP/UP2048.RP/UP2060. j� SUPPORTING FRAMEE(IBV OTHERS) A "IMF oil This combination qualifies for a Federal Energy 0%0 sual CERTIFIED Efficiency Tax Credit when placed in service www.ahridirecto y.or 9 between Feb 17, 2009 and Dec 31, 2014. Certificate of Product R AHRI Certified Reference Number: 7943220 Date: 8/20/2015 Product: Split System: Air-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: RA1648AJ1 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 combinationis RHEEM SALES COMPANY, INC. Rated as follows in accordance with AHRI Standard 240/240-2008 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): 44000 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 Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, JU 14 personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectory.org,click on"Verify Certificate"link we make life better" and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above,and the Certificate No.,which is listed at bottom right. ©2014 Air-Conditioning, Heating,and Refrigeration Institute CERTIFICATE NO.: 130845870307035871