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MC-16-2894INSPECTION RECORD POST ON SITE Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 4Phone: (305)795-2204 Fax: (305)756-8972 Permit NO. MCA 0-16-2894 Permit Type: Mechanical - Residential Work;Classification: Addition/Alteration Issue Date: 11/15/2016 Expires: 05/14/2017 1 INSPECTION BEQUESTS: (305)762-4949 or 'Log on 'at https:flbIdg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests -must be received by 3 pmpfor following day inspections. Mechanical - Residential Parcel #:1132050170130 Owner's Name: JOSEPH SCHWEI'GER Job Address: 1196 NE 97 Street Bond Number: Miami Shores: EL 33138-2558 Owner's Phone: Total Square Feet: Total Job Valuation: 0 $ 3,300.00 Contractor(s) Phone D-AIR CONDITIONING COMPANY (786)390-1532 Primary" Contractor Yes WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM. SATURDAY 8:OOAM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL1OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD STRUCTURAL INSPECTION DATE ' INSP Foundation_ Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam Truss/Rafters Roof Sheathing Bucks ` Windows/Doors Interior Framing Insulation Ceiling Grid Drywall Fi rewa l l Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment ' Final Shutters Rails and Guardrails ADA compliance FINAL DOCUMENTS Soil Bearing Cert Soil Treatment rort. Floor Elevation Survey Reinf Unit Mas Cert Insu lationCertificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS ZONING INSPECTION DATE INSP Zoning Final ZONING COMMENTS ELECTRICAL INSPECTION Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche DATE INSP Underground Footer Ground Sla6 Wall Rough. Ceiling Rough Rough Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Eire_Alarm_Final- Service Work With FINAL ELECTRICAL COMMENTS INSPECTION FIRE DATE INSP Final Sprinkler Final Alarm ANAL INSPECTION PLUMBING DATE INSP Rough Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate'Drains HRS Final FINAL PLUMBING COMMENTS INSPECTION MECHANICAL DATE INSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater Final Vacuum s 10 INAL MECHANICAL CO ME TS Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address 1196 NE 97 Street Miami Shores, FL 33138-2558 Owner Information JOSEPH SCHWEIGER Address Permit PermitIVO.1VIC- 0-16-2894 Permit Type: Mechanical - Residential Work >Classification.' AdditioniAlteration Permit Status: APPROVED Issue Date: 11/15/2016 Expiration: 05/14/2017 Parcel Number 1132050170130 Block: Lot: 1196 NE 97 Street MIAMI SHORES FL 33138-2558 Phone Applicant JOSEPH SCHWEIGER Contractor(s) D-AIR CONDITIONING COMPANY Phone (786)390-1532 Cell Phone Cell Valuation: Total Sq Feet: $ 3,300.00 0 Tons: 2.5 Additional Info: EXACT AC CHANGE OUT 2.5 TON 5 KW HE Classification: Residential Approved: In Review Comments: Date Denied: Scanning: 3 Date Approved: : In Review Type of Work: EXACT AC CHANGE OUT 2.5 TON 5 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $2.40 $2.00 $2.00 $0.80 $115.50 $9.00 $3.20 $134.90 Pay Date Pay Type Invoice # MC-10-16-61771 10/25/2016 Credit Card 11/15/2016 Credit Card Amt Paid Amt Due $ 50.00 $ 84.90 $ 84.90 $ 0.00 Available Inspections: Inspection Type: Final Rough Duct Review Electrical Review Building Review Building Review Mechanical Review Planning Review Planning Underground 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 accur-te anthat all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above- am t cont-:ct+r to the work stated. November 15, 2016 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy November 15, 2016 1 ( ((q116, Miami Shores Village RECEIVED ( I OCT 52016 OXLQS Building Department {,Q 3 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY �Ur`�ALA Q' Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201(4 Master Permit No. 1' I C I (() - Z 8 g q Sub Permit No. BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ['PLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: q Co K E c17 City: Miami Shores County: Miami Dade zip: 33\3$ Folio/Parcel#: C 1 - 32_01- ` 01 } ' 0 (3 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): J ° Sty 1 \ S w e1 q Phone#: '�0S 7S y b a co Address: F 1. 1 6 N t 611 St City: (%(lC(WI\I S /. 0 i.e. . S State: FL— Zip: 33 ► 3 8' Tenant/Lessee Name: Phone#: Email: �W�GIC 2�i Cl C cc) CONTRACTOR: Company Name: `J a 1 v coAZ`^ t� Address: I A° Iv 3 \ a Co, Phone#: 18 61 0 I J ��- City: Yvlla 14A- 1 State: P%-_, Zip: 33 1 9 Z Qualifier Name: Lad 0 S C S+ I CD Phone#: 7 $ 6 39 `O I''ZZ--- State Certification or Registration #: CAA C-_ I2S 0 S 1 I Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 33 0 0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: E KQ CT— /\C u4-41Q G E b 0-7 2- S `TO r�1 S iL W 1kc7 \1 1 oCP t01J C_oN O cmslI O N (T A--s (N OAT774tCc m , Specify color of col�or�thru tile: Submittal Fee $ ' "j" " Permit Fee $ i CCCF $ 2. q' o CO/CC $ Scanning Fee $ CI " Ci9N Radon Fee $ 2.- DBPR $ 2 , 03 Notary $ Technology Fee $ f LU Training/Education Fee $ a 9-0 Double Fee $ Bond $ TTT Structural Reviews $ 0 TOTAL FEE NOW DUE $ ei• qO (Revised02/24/2014) A••s 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The forego tilt OWNER or AGENT g instrument was acknowledged before me this 734 day of (r)C_4-0b-ems14 , 20 I (a , by )0 Sep k �[_32k.J eves , who is personally known to me or o has prod b L. as identification and who did take an oath. NOTARY PUBLIC: 01--- SIG O 4j .S24 S?.c7 Sign: Print: Seal: earows> =UMA11'//.id.3a7�WaA111.111..-- n Poe% , , I . • Commission # FF 156242 9. iel+mrcu'_nNatior?,'Votary Auk ********** ** * APPROVED BY Notary Public • State of Florida • _ My Comm Expires Sep 2 201$ * * *ti 111 Plans Signature CONTRACTOR The foregoing instrument was acknowledged before me this 2-4 day of a-ko €. V , 20 , by yi 05 CL1-- Skevt. .()whol me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: •• _, - Notary Public . •11 *Comm es Sep '`. �;�: Com , Expires 8 5. !OU �q,�u 1usston # FF 1 42 Bonded throwglway * t **********************irk 'ne xa r i7* ******* t Zoning (Revised02/24/2014) Structural Review Q--(4.106tL- Clerk STATE OF FLORIDA DEPARTMENT,OF BUSINESS AND PROFESSIONAL REGULATION CMC1250391 , .,. ;;ISSUEDI-,05/18/2016 CERTIFIED MECHANICAL CONTRACTOR CASTANO, CARLOS = tI D-AIR CONDITIONING COMPANY, IS CERTIFIED under the provisions of C .48 000S Expiration date : AUG 31, 2018 MilommoMMI.) D-AIR _ CONDITIONING COMPANY 990 NW 126 PATH, MIAMI FL 33182-2046 Tel. 786 3901532 info@daircon.com LICENSED & INSURED t (A,eI 9-7s Yv+\Atm\ shO(- . -L t-,r PROPOSAL & INVOICE INVOICE No. INVOICE DATE: PAYMENT TERMS: DUE DATE: SALES PERSON: k. DESCRIPTION OF WORK: ❑ Repair tW Replacement ❑ New installation Removal of existing system ❑ Reference ID DETAILS: AC reeks -2 . ..,_, y, ❑ Ductwork (Other �2.Qoc� 0 c... c /-„1 Ct. tn.. t' .. Q_ G ' ' C S LJuYVU '1 C.) _. as/. r j INCLUDES: *Reconnect to existing pipi�n..g./, plenum & electrical la Float switch :GirNew thermostat 0 Condensate pump O5Tie downs ( Heater (SilVAHU stand COcC/U concrete ❑ New set of refrigerant lines ❑ Duct cleaning ❑ UV light ❑ C/U stand ❑ Duct work C li Electrical work (_©'City Permit (Required by Florida Building Code) YFlush refrig. & drain lines ❑ Crane ❑ Mechanical drawings ADDITIONAL COMMENTS: ,. PL-Ve y TERMS: O*ash ❑ Credict Card ❑ Financed 0 Plan ID 0 Check No. I have authorized to order the work as outlined above. It is agreed that the seller will retain title to any equipment or material that may be furnished until final payment is made. In case the total charges are collected by suit or upon demand of an attorney, the purchaser hereby agrees to pay attorney's fees and court cost for the making of such collections. I hereby accept the above service and conditions of sale as being satisfactory. Homeowner must register the new equipment within 60 days as indicated on the terms. The above warranty is valid only with the equipment manufacturer registration. Customer Signature Total Price,$ Other Credits,$ Down Payment, $ Amount Due,$ Contractor Signature D Air Conditioning Company 990 NW 126th Path, Miami FL 33182-2046 Tel 786 3901532 LIC. CMC1250391 www.daircon.com c„ Affiant is personally known to me, Miami Shores Village Building Department SURVEY AFFIDAVIT STATE OF (FLORIDA) COUNTY OF (DADE) 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 The undersigned Affiant, C2 S )- cc /l weeA e eby attest that Property owner) The attached survey, performed by L i 4 4 -e's C G'i ' Ll 4- (Name of surveyor's company) For address: 1 I 7. 6 /(/, r 7? Performed on le9 (date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey less than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structur-: ay affect final inspections as applicable to this or other permits. Furt -r. Affiant QY & Sc roperty Owner Signat e Property Owner Print Name SWORN TO AND SUBSCRIBED before me this day of Nov EMI 2 L as identification. VIM ZOOM Notary Public - of floras Sly comma Fags Sp 2. 2011 • fi 156242 SOW .. tgdood Nary Assn. Revised (6/25/I2)Revised on 5/22/2009/ Revised on 6/12/09 146 KO ea' /5C14 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 DITIONING 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): t 1 q (a N cr7 ST City: Miami Shores Village County: Miami Dade Zip Code: 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 AHRI DATA SHEET REQUIRED Change disconnecting means: YES ❑ NO ARHI Sheet Attached: YES NO ❑ Contract Attached: YES Rj UNIT BEING REPLACED DATA NEW UNIT `-1•..Qe- MANUFACTURER llk.ee p cA ._I�\t(jw,,:, S AHU or PKG. UNIT MODEL# t214 %T36,i-7 SrA, Q ACfl t C' C) A 5 COND. UNIT MODEL # 12A( (n;pA 1 i S KW HEAT j `Z•� NOMTONS -L,.S AHU CU PKG 1) M.C.A AHU,' CU \i? PKG AHU CU PKG 2) M.O.P ANUS( CU 10 PKG : PKG ZDXJ2'So 3) VOLTS CA IU @U.) PKG';0d2,3( PKG UNIT / / PKG UNIT / / EER/SEER fj b YES NO REPLACING DUCTS YES YES NO REPLACING THERMOSTAT YES) NO YES NO NEW 4"CONCRETE SLAB NO YES NO NEW ROOF STAND YES YES NO NEW RETURN PLENUM BOX YES NO C 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): •• ••• • • • . •• 3. Voltage of Circuit (208/240/480:: : • •: • 't Pt : • • • 4. Size Disconnecting Means: • • • • • • • • • • • - 0 Contractor's Company Name: D 6 r UuAA1�1-�^kin Phone: 7 (c ;q O 14-32_ ••• • ••• • f.. State Certificate or Registration No ,r./IC..'1-J do3} • _ • 3er(ificate of Competency No. _ .• Y• • _ ••• • • • Signature (Revised02/24/2014) !rx (Qualifier's signature) ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • Date: t O : t 6 Relocation of condensing unit 1196 NE 97 Street Miami Shores, FL 33138 A F, • T-- 1173 G) r rri C) r- 0 r- N 0 z c fl 7.7,11 f fll . • WLOCATION k No \I twSt‘Oitair. \20rOrkv•:Ltyv6'2:2\4...yclopoiL--- cAz, 4 't eb20 thyu CURRENT LOCATION 0 6 MC. -I(o- Z8GL1 MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMI BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA 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 advelt icing literature. If any portion of the NOA is displayed, then it shall be done in its entirety. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (78�6) 315-2599 www.miamldade.Qov/economy ........ INSPECTION: A aopy f ttissentirs ik3 shy ll 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 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted tio.umentatiwFtvas;evieevvd trCarlos M. Utrera, P.E. .. • . .• . •• • . . . • • .. . .. . ... • • • MtAMI DADE COUNTY APPROVED ... • • • • ... • ..... • . • . ... . •. • •. . . •. •. •. •. • .. .. . . . . NOA No. 15-0903.08 Expiration Date: February 25, 2021 Approval Date: February 25, 2016 Page 1 ... • • • ... • • Rheem Sales Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 15-2543GA, titled "Wind Load Certification of Mechanical Unit Cabinetry and Steel/Aluminum Tie -Down Clips: At Grade and Roof Mounted Applications", sheets 1 through 7 of 7, dated 05/14/2015, revised on 11/20/2015, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test report on Uniform Static Air Pressure Test per FBC, TAS 202-94 along with marked -up drawings and installation diagram of Rheem RA Series Mechanical Units, prepared by American Test Lab of South Florida, Test Report No. 0323.01-15, dated 05/18/2015, signed and sealed by Stephen W. Warter, P.E. C. CALCULATIONS 1. Anchorage calculations prepared by Engineering Express, dated 11/20/2015, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENT 1. Statement letter of code conformance to the 5th edition (2014) FBC issued by Engineering Express, dated 08/24/2015, signed and sealed by Frank L. 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. .• •.• • • • • • •. • • • • • • • • •• ..• .• • . . .. • .•• • ..• . ... •• . • • •• • • • • • . . . . • • • • • • • . . . . . .. • • • . . .. .. . •.. • • . ... • • • . • • . • . • . •• •. •. . • • . • . . ••• . . • • . . • • . • . • . • • .. •. . . • .. .. ... . . . 0110 • • E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 15-0903.08 Expiration Date: February 25, 2021 Approval Date: February 25, 2016 RHEEM SALES COI WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL[ CONCRETE SUPPORTING STRUCTURE BY OTHERS, TYP. ANCHOR PER SCHEDULE 3000 PSI MIN, CONCRETE BY OTHERS, TYP. 9 >S M G 1B-GA ASTM -A653 PAINTED STEEL CABINETRY SIN. TO (C) BUT ON OPP. FACT MECHANICAL UNIT N.T.S. CONCRETE SUPPORTING STRUCTURE BY OTHERS, TYP. FRONT ISOMETRIC SIM. TO (A) F3 ON OPP. MCI CONTROL BOX MECHANICAL UNIT N.T.S. THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM UNITS LISTED HEREIN MAY VARY IN APPEARANCE (2)410 SMS PER CLIP, TYP. UNIT BASE PAN 0 & © ARE SIM AND OCCUR ON OPP. FACES TIE-©©xllltN CU S 11•7'•S•••• •• • • • • • ELEVATION • .•• . •.• •• •.•• ANCHOR SG�HEbUL :.•• • • • •• • SUBSTRATE • • • • • DEkRIPTIbN • INTERNAL POST ADJACENT TO CONTROL BOX CONCRETE: (4" THICK MIN, 3000 PSI MIN.) (1)-1/4"0 ITW BUILDEX TAPCON ATT CARBON St L,••l3/4" r:MIIVTO CONCRETE, 3" MIN. EDGR DISFANOE1D 3"•MTNe SPACING TO ANY :. .: AbJACEl1�T AEIC�iQ�. ••• • • • •.• . . UNIT BASE PAN CLI BACK ISOMETRIC 0 CLI CLIP OFFSET DIMENSION SHALL BE TAKEN FROM THIS SIDE ONLY TIE-DOW N.T.S. TIE -DOWN CLIP OFFSETS: DIM. 1 4.50" MAX OFFSET FROM DATUM FACE DIM. 2 DIM, 3 24.50" MIN OFFSET FROM DATUM FACE 25.25" MIN OFFSET FROM DATUM FACE DIM. 4 13" MAX OFFSET FROM DATUM FACE RHEEM SALES COI WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ p CONCRETE SUPPORTING STRUCTURE BY OTHERS, TYP. 0-0 uN VCc 01\* 33 SC M Grh 18-GA ASTM A653 PAINTED F- STEEL CABINETRY E. SIM.TOCOBUT TQ, ON OPP. FACE z m D MECHANICAL UNIT N.T.S. (2)-#10 SMS PER CLIP FOR UNITS UP TO 35" TALL. (3)-#10 SMS PER CLIP FOR UNITS UP TO 39" TALL (ONLY (2) SMS SHOWN BELOW) ANCHOR PER SCHEDULE 3000 PSI MIN. CONCRETE BY OTHERS, TYP. CONCRETE SUPPORTING STRUCTURE BY OTHERS, TYP. FRONT ISOMETRIC Ir 33• )464, Gry SIP1.TO(A)E ON OPP. FAC CONTROL BOX MECHANICAL UNIT N.T.S. THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM UNITS LISTED HEREIN MAY VARY IN APPEARANCE QA & © ARE SIM AND OCCUR ON ••• ••• •OPP. FAC66 • •• • • • • • • • • TrE Dp.Wr p . N.T�S'. • • • •+ELEVATION • ••.• •• • •• •• •• . • ANCHOR SCIVD Ju- ••• • • • • • • • • • • • • • • • • • ••• • • • • SUBSTRATE DESCRIPTION CONCRETE: (4" THICK MIN, 3000 PSI MIN.) (1)•rIM 4 1 ITBI�ILVEKVIAP•CON ITT CARBON STEDGE 4;;LL DISTANCE, � , 3 MN. SRAGING TO ANYIN. ••• . AtJACENY•ASVC1-i0R.• INTERNAL POST ADJACENT TO CONTROL BOX CLI CLI UNIT BASE PAN BACK ISOMETRIC DIM. 1 CLIP OFFSET DIMENSION SHALL._, BE TAKEN FROM THIS SIDE ONLY N z DA' TIE-DOW N.T.S. TIE -DOWN CLIP OFFSETS: DIM. 1 DIM. 2 DIM. 3 DIM. 4 4.50" MAX OFFSET FROM DATUM FACE 28.00" MIN OFFSET FROM DATUM FACE 29.00" MIN OFFSET FROM DATUM FACE 13.00" MAX OFFSET FROM DATUM FACE RHEEM SALES COI WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ CONCRETE SUPPORTING STRUCTURE BY OTHERS, TYP. ANCHOR PER SCHEDULE 3000 PSI MIN. CONCRETE BY OTHERS, TYP. 04 1 y;' P'' 3S 11/17. �s FGr iygk H 18-GA ASTM A653 PAINTED STEEL CABINETRY (ci Bl11- ON OPP. FACE Z M A) MECHANICAL UNIT N.T.S. CONCRETE SUPPORTING STRUCTURE BY OTHERS, TYP, FRONT ISOMETRIC U4/11,4 v011v , M 3S S F41GT SEM. '10 (A) f ON OPP. FAC CONTROL BOX MECHANICAL UNIT N.T.S. THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM UNITS LISTED HEREIN MAY VARY IN APPEARANCE (2)-#10 SMS PER CLIP, TYP. 0 &© ARE SIM •• ••• AND OSCUR ON •• • • • 4PP: FoCCS. • •• • • • • ••• • TIE- o.• [TOURS N.T.S. ELEVATION • • • • • • • • • • • • • • • • . • • • • • • . .• . . • ANCHOR SCOLEIE1LE: • • . . . • •. • •• INTERNAL POST ADJACENT TO CONTROL BOX SUBSTRATE DESCRIPTION CONCRETE: (4" THICK MIN, 3000 PSI MIN.) (11i174:0 CU13_DIErlirCOtkCATT CARBON STECL, i .FQLI;!IVBEI: TC;CQN§RETE, 3" MIN. F•RQE l S!ANEEp3" MIN..SP NG TO ANY ADJACEIG'F ANtHOFF UNIT BASE PAN CLI BACK ISOMETRIC N 0 CLI'Q I DIM.1 '.i CLIP OFFSET DIMENSION SHALL BE TAKEN FROM THIS SIDE ONLY DA TIE-DOW N.T.S. TIE -DOWN CLIP OFFSETS: DIM. 1 4.50" MAX OFFSET FROM DATUM FACE DIM. 2 30,00" MIN OFFSET FROM DATUM FACE DIM. 3 31.00" MIN OFFSET FROM DATUM FACE DIM. 4 13.00" MAX OFFSET FROM DATUM FACE RHEEM SALES CO! WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/, CONCRETE SUPPORTING STRUCTURE BY OTHERS, TYP. ANCHOR PER SCHEDULE 3000 PSI MIN. CONCRETE BY OTHERS, TYP. uN w rAf 3$• S. H ,� 18-GA ASTM A653 PAINTED STEEL CABINETRY Slhl, lU q; BUT ON OPP. FACT MECHANICAL UNIT N.T.S. CONCRETE SUPPORTING STRUCTURE BY OTHERS, TYP. FRONT ISOMETRIC N.T.S. THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM UNITS LISTED HEREIN MAY VARY IN APPEARANCE (4)-#10 SMS PER CLIP, TYP. UNIT BASE PAN ®8t© •• .d oa: • . ..: orr. rieE/ : • • • TIE -DOWN CLIPS : •• • N.S •• • •• • EL{-'/1TION • • • • • • • • •, ANCHOR SCHEDULE: .`: ;• SUBSTRATE DESCRIPTION INTERNAL POST ADJACENT TO CONTROL BOX -UNIT BASE PAN CONCRETE: (1)•1/4"0 01/212G39N STEEL FIMPSGIN STAONio BOLT•2, 13/.' MIN EMBED TO (4" THICK MIN, CONCRETE, 3' MIN.: DG: DISTAN(!E„ E' MT!.W. . SCINC.TO ANY ADJACENT ANCHOR. 3000 PSI MIN.) (1)-1/4'0 CARGO STEEL POWEI•i6 WEDGE BOI6I+P2; EMBED TO CONCRETE, 3" I MIN. EDGE.44T4ILE,• ' Afil'SP@OLJG'-C Art:ADJACENT ANCHOR. SUPPORTING CONCRETE SUBSTRATE DEPTH SHALL BE A MINIMUM 1.5xANCHOR EMBED. EITHER ANCHOR FROM THIS SCHEDULE MAY BE USED FOR INSTALLATION. CLI CLI CLIP OFFSET DIMENSION SHALL BE TAKEN FROM THIS SIDE ONLY i , . . .. . . ...,..- ...! ' ' .g. ' .. '°:. _.,..,_. . „........0 ....'.›e . : „,.. . . . ..i.. . . . . . 5%::, . .''' . E. ' ' . ''.*1; %., ..., .. • ••• . . . . . . .•.'":. . • 0 '51' Z.:. . . . . .. . . . . . :77; „ . . . . . .. ._,,, ._,.. ....... .. .., • ...,.'- ,,,.... :,..g �r� . . . .!„. 0 .1' '''' i I y�ji' i iI BACK ISOMETRIC DIM. 1 DA1 TIE-DOWI N.T, S. TIE -DOWN CLIP OFFSETS: DIM. 1 DIM. 2 DIM, 3 4.50" MAX OFFSET FROM DATUM FACE 30.00" MIN OFFSET FROM DATUM FACE 31.00" MIN OFFSET FROM DATUM FACE DIM, 4 13,00" MAX OFFSET FROM DATUM FACE RHEEMSALESCOI WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY ANC EXPLODED VIEW UNIT UNIT WIDTH 29.75= LENGTH 29.75" CONTROL BOX (2)-2'ki'kY" x 30"(M IN) - /-40"(MAX) LONG (LLH) ALUMINUM ANGLES WTH LENGTH CENTERED PERPENDICULAR TO SUPPORTING FRAME ATTACH ANGLES TO FRAME WITH (1)-3/"0 THRUBOLTS WITH WASHER & NUT AT THE INTERFACE BETWEEN ANGLE AND FRAME (TOTAL OF (4) BOLTS WILL BE USED) JSUPPORT FRAME (BY OTHERS), TYP. MOUNT EXPLODED VIEW N.T.S FRONT ISOMETRIC THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM UNITS LISTED HEREIN MAY VARY IN APPEARANCE POST BY CONTROL BOX 1(1"0 THRU BOLT WITH WASHER & NUT FASTENING CLIPS TO ALUMINUM ANGLE, TYP. 2"x1"x1l8" x 30"(MIN) - 40"(MAX) LONG (LLH) ALUMINUM ANGLE CENTERED ABOUT SUPPORT FRAME, TYP. T 0• 0. aw (1) Z 0 CUP OFFSET DIMENSION SHALL BE TAKEN FROM THIS SIDE ONLY. • • •• •••I • • UNIT HEIGHT 31" MAX SEE DETAIL 411 SEE DETAIL4 MOUNT ISOMETRIC VIEW N.T.S. ATTACH ANGLES TO FRAME WITH (1)-W0 THRUBOLTS,TYP. FRONT ISO / BACK ISO 30" (MIN) I40" (MAX) >. SUPPORT FRAME (BY/CENTER TO CENTER • 20.00 OTHERS), TYP. 4. SUPPORT ANGLE 1 N.T.S. 5) #10 SMS PER CLIP, TYP. CORNER POST SUPPORT FRAME (BY OTHERS) NOT SHOWN FOR CLARITY, TYP. 2"xl" e"x30"(MIN)- 40-(MAX) LONG (LLH) ALUMINUM ANGLE CENTERED ABOUT SUPPORT FRAME, TYP. ELEVATION 25(1'x e" X 30"(MIN) • 401MAX) LONG (LLH) ALUMINUM ANGLE CENTERED ABOUT SUPPORT FRAME, TYP. TIE —DOWN CLIP ATTACHMENTS N.T.S. • • • • •I • • •• OOOO • 1v • • • r1• • ••• •• •. 0 L1 • • • Q • ZM. 1 • • ••• • • • • • •• • �1 •• • •. L. / f4NT1 • DAYGIA FACt BOX • TIE -DOWN CLIP LAYOUT N.T.S. • : • • OIE: •• • S�AI.I E • D •• • •ABOUT sI1 20" 9IAIL RAIL. • • • BUPPORTIN13 FRientitsr 0THERS) ELEVATIONS TIE -DOWN CLIP OFFSETS: SUPPORT FRAME (BY OTHERS), TYP. CORNER POST DIM. 1 4.50" MAX OFFSET FROM DATUM FACE DIM. 2 24,50" MIN OFFSET FROM DATUM FACE DIM. 3 25.25" MIN OFFSET FROM DATUM FACE DIM. 4 13" MAX OFFSET FROM DATUM FACE 3/8"0 THRU BOLT WITH WASHERS & NUT FASTENING ANGLE TO SUPPORTING FRAME. PLAN H RHEEM SALES CO WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY ANC EXPLODED VIEW UNIT %i7�� UNIT WIDTH 33.75" LENGTH 33.75" (2)-2"x15(YB' x 30'(MIN): 40"(MAX) TONG (LLH) ALUMINUM ANGLES WITH LENGTH CENTERED PERPENDICULAR TO SUPPORTING FRAME ATTACH ANGLES TO FRAME WITH (1)-%e'0 THRUBOLTS WITH WASHER & NUT AT THE INTERFACE BETWEEN ANGLE AND FRAME (TOTAL OF (4) BOLTS WILL BE USED) LSUPPORT FRAME (BY OTHERS), TYP. MOUNT EXPLODED VIEW N.T.S. THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY: ALTERNATE RHEEM UNITS LISTED HEREIN MAY VARY IN APPEARANCE FRONT ISOMETRIC POST BY CONTROL BOX Y.("0 THRU BOLT WITH WASHER & NUT FASTENING CLIPS TO ALUMINUM ANGLE, TYP. 2'X1" 1/8" x 30"(MIN) - 40"(MAX) LONG (LLH) ALUMINUM ANGLE CENTERED ABOUT SUPPORT FRAME, TYP. CLIP OFFSET DIMENSION SHALL BE TAKEN FROM THIS SIDE ONLY UNIT HEIGHT 39" MAX SEE DETAIL4/1 SEE DETAILA MOUNT ISOMETRIC VIEW N.T.S. FRONT ISO / BACK ISO 30" (MIN) I40"(MAX) ATTACH ANGLES TO FRAME WITH (1)-%'0 THRUBOLTS, TYP. i SUPPORT FRAME (BY7 OTHERS), TYP, 20 00" CENTER CENTER SUPPORT ANGLE 2k1"xj'X30"(MIN)- 401MAX) LONG (LLH) i ALUMINUM ANGLE CENTERED ABOUT SUPPORT FRAME, TYP. N.T.S. ELEVATION (7) 010 SMS PER CLIP, TYP. IT CORNER CI! POST CAI Ig . SUPPORT FRAME (BY OTHERS) NOT SHOWN FOR CLARITY, TYP. A TIE -DOWN CLIP ATTACHMENTS N.T.S. •• • • • • • • • • • • • N M • g • • •"V v• • • • • 0 • 0 • . • • • • x • • • • ••..• DII,i.•1 • • •0• ✓ = • i 3/8"0 THRU BOLT WITH • • f,( WASHERS & NUT FASTENING ANGLE TO •• • DATUM FACE `BOX TIE-DOWI'4 CLWR: L l UT N.T.S. • • • • • • • • • • • • 0 0 0 • • • 0 0 0 • • SUPPORT FRAME (BY OTHERS), TYP. SUPPORTING FRAME. PLAN w� 2'x1'kYe" X 30"(MIN) - 40"(MAX) LONG ALUMINUM ANGLE CENTERED ABOUT SUPPORT FRAME, TYP. ELEVATIONS CO P TIE -DOWN CLIP OFFSETS: DIM. 1 4.50" MAX OFFSET FROM DATUM FACE DIM. 2 DIM. 3 DIM. 4 28.00" MIN OFFSET FROM DATUM FACE 29.00" MIN OFFSET FROM DATUM FACE 13.00" MAX OFFSET FROM DATUM FACE NOTE: UNIT SHALL BE CENTERED ABOUT THE 20" RAIL TO RAIL SUPPORTING FRAME (BY OTHERS) RHEEM SALES COI WIjVD LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND EXPLODED VIEW UN T iJ�� UNIT WIDTH 35.75" LENGTH 35.75" THESE ISOMETRICS ARE INTENDED FOR DIAGRAMMATICAL PURPOSES ONLY; ALTERNATE RHEEM UNITS LISTED HEREIN MAY VARY IN APPEARANCE ADD (2)010X3/ STAINLESS STEEL SCREWS TO CONTROL BOX COVER SIDES (39"-51" TALI MODELS ONLY) (2)-3'x3"xY"x 30"(MIN)- 40"(MAX) LONG ALUMINUM ANGLES WETH LENGTH CENTERED PERPENDICULAR TO SUPPORTING FRAME ATTACH ANGLES TO FRAME WITH (1)-%"2I THRUBOLTS WfTH WASHER & NUT AT THE INTERFACE BETWEEN ANGLE AND FRAME (TOTAL OF (4) BOLTS WILL BE USED) SUPPORT FRAME (BY OTHERS), TYP. MOUNT EXPLODED VIEW N.T.S. POST BY CONTROL BOX Yr0 THRU BOLT WITH WASHER & NUT FASTENING CLIPS TO ALUMINUM ANGLE, TYP. 3" x3"x1 /8" x 30"(MIN) - 40"(MAX) LONG ALUMINUM ANGLE CENTERED ABOUT SUPPORT FRAME, TYP. CLIP OFFSET DIMENSION SHALL BE TAKEN FROM THIS SIDE ONLY FRONT ISOMETRIC • • • • UNIT HEIGHT 51" MAX. SEE DETAIL4/1 MOUNT ISOMETRIC VIEW N.T.S. ATTACH ANGLES TO FRAME WITH (1)%"0 THRUBOLTS. SEE GENERAL NOTES FOR ADDITIONAL REINFORCING PLATE USED AT THIS LOCATION, TYP. SUPPORT FRAME (BY OTHERS), TYP (7) #10 SMS PER CLIP, TYP. r� Cy. CORNER C POST 10. I , f SUPPORT FRAME (BY OTHERS) NOT SHOWN FOR CLARITY, TYP. lau TIE -DOWN CLIP ATTACHMENTS N.T.S. • • • • • • •• • • • ••I •• • • N • p•• a,••• • • • • ••f •• • ,.., • • • at f:• _i:: • • l DATUM FACE Dl • • CONTROL_ BOX SUPPORT FRAME (BY OTHERS), TYP. 3/8"0 THRU BOLT WITH WASHERS & NUT FASTENING ANGLE TO SUPPORTING FRAME. TIE—DOs\AI J GLIB tjA' OLIT N.T.S. NtirE:UrrAiAl. ! CaTEF A'• PLAN ••RBOUTTHL•20"RAIL TORAIt • SUPPORTING FRAME (BY OTIhERS) FRONT ISO / BACK ISO 30" (MIN) - 40" (MAX) > 3"x3"x3" x 30"(MIN) - 40"(MAX) LONG ALUMINUM ANGLE CENTERED ABOUT SUPPORT FRAME, TYP. 20.00" MINIMUM CENTER CENTER SUPPORT ANGLE N.T.S. eot - ,Tq 3"x3'XYa" X 30"(MIN)-40"(MAX) LONG ALUMINUM ANGLE CENTERED ABOUT SUPPORT FRAME, TYP. ELEVATIONS TIE -DOWN CLIP OFFSETS: DIM. 1 4.50" MAX OFFSET FROM DAFVM FACE DIM. 2 30.00" MIN OFFSET FROM DATUM FACE DIM. 3 31.00" MIN OFFSET FROM DATUM FACE DIM. 4 13.00" MAX OFFSET FROM DATUM FACE APPLICABLE MODELS: RA1360, RA1442A, RA1448,RA1460, RA1630, RA1636A, RP/UP2036, RA1642A, RA1648, RA1660, RP1360, RP1460, RP1548, RD1448, RP1560, RD1460, RA/UA1748, RA/UA1760, RA/UA2048, RA/UA2060, RP/UP1748, RP/UP1760, RP/UP2048, RP/UP2060, CORNER POST 3"x3"xYa" NGLE, T O.i 0.216" MIN. SUPPORTI' (BY OTHI This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17, 2009 and Dec 31, 2016. Certificate of Product Ratings AHRI Certified Reference Number: 7941343 Date: 10/24/2016 Product: Split System: Air -Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: RA1630AJ1 Indoor Unit Model Number: RH1T3617STAN 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: - r Manufacturer responsible for the rating of this system combination is RHEEM SALES COMPANY, INC. Rated as follows. inaccordance with AHRI Standard 210/240-2008 for UnitaryAir-Conditioning and Air -Source Heat.Pump Equipment and subject to verification of.rating accuracy byAHRI-sponsored, independent • ; third party testing: ) r- �.a 9 ..f„f If 1 lb \ .01) pI Cooling Capacity (Btuh): EER Rating (Cooling): 'SEER Rating -(Cooling): IEER Rating (Cooling): ,29000 13.00 16.00 cis!, 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) lied on thiVeftittatCarll $k4s rt> representations, warranties or guarantees as to, and assumes no responsibility for, the product(s) listed on this Certificate. AHRI expresslydisslainsell lability f•r damages of any kind arising out of the use or performance of the product(s), or the unauthorized alteration of data listed oVita C ftatbArtlherating+: ars elid only for models and configurations listed in the directory at www.ahrldlrectory.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRI. This Certificate shall only be used for individual, personal and confidential reference purposes. The ct teiiiym this g ?t`fic&i8Ctay no ,VAI %r in part, be reproduced; copied; disseminated; entered into a computer database; co ot*erwke utilized, In anydorm or .wanner Of by any means, except for the user's Individual, personal and confidential reference. • • •• • • • •• • • • • • CERTIFICATE VERIFICATION • • • • • • • • • The information for the model cited on this certificate can be verified at www.ahridirectory.org, c ick on "Verify Certificate" link and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above, and the Certificat%tiQ„ Mich is3isted Vim right • ©2014 Air -Conditioning, Heatidg, 4nd Rgf$g�ratibn lastitule CERTIFICATE NO.: • • • • • • • • • • • •• • _ _ AIR-CONDITIONING, HEATING, & REFRIGERATION INSTITUTE we make life better' 131218044826378520 PLAT OF MIAMI SHORES, SEC.8. according to the Plat thereof, as recorded in Plat Book 43, Page 51 of the Public Records of Dade County, Florida. FLOOD ZONE: X NOte: Underground encroachments, any, not located. r 2J' f4i)E4'4V;041 • • • 0 Certified To: McCloskey Title Services Glendale Federal Savings and Loan Association. C) 4. c- 0 3715' 3g.401 • „ , LfS • • • 01100.., • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - • • • • • • • • • • • •••• ,• • • • • • • • C-J-7 iev° 7,0.-41d ' / 1)1 V, tc-vp•-..-.1 4.4pCkilt c PROPERTY OF: Deankionw,1196.1111119)thiStreet,'Iliamilphores7714Ottalett% me!ow'MY.M,,, ti.fi:iFth.,* the $141. =471K027, : A BOUNDARY SURVEY HERESY CERTIFY that the survey represented hereon meets the mini- mum requirements adopted by 1.1• ettd the F.L.T.A. end Mere ere not enoroschments, over- lays. aent. eppeerine on the Om or visibla assawate weir then as hereon. 4../14 PLflsg,$uryorNo. 2243 P4, inehmer,IM, • • 1"14:1r7-1--. LANNES and GARCIA, INC. • I • ••lbs• • • • • • • • • • • • • • • • • • i • ENGINEERS - LAND SURVEYORS - LAND PLANNERS 4080 SW 84th Avenue -Suite B-Miarni- P. O. Box S6-1131Florida FIoridaAISA A305) 666-7909 , ATE 114. SCALE • I