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MC-18-74 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-295176 Permit Number: MC-1-18-74 Scheduled Inspection Date: April 03, 2018 Permit Type: Mechanical - Residential Inspector: Perez,JanPierre Inspection Type: Final Owner: BROWN,WILLIAM Work Classification: A/C Replacement Job Address:276 NE 104 Street Miami Shores, FL Phone Number Parcel Number 1121360130310 Project: <NONE> Contractor: SOLAR BEAR SERVICES Phone: (305)863-1830 Building Department Comments EXACT A/C CHANGE OUT 5 TONS Infractio Passed Comments INSPECTOR COMMENTS False 3l � Inspector Comments Passed f Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 02,2018 For Inspections please call: (305)762-4949 Page 11 of 35 Permit niO. IAC-1-18-74 Miami Shores Village Permit Type:Mechanical-Residential S� 10050 N.E.2nd Avenue NE Work Classiticatiortr A/C Replacement Miami Shores, FL 33138-0000 Per I Phone: (305)795-2204 Permit Status:APPROVED Ft0lDp' issue Date: 112312018 Expiration: 07/22/2018 Project Address Parcel Number Applicant 276 NE 104 Street 1121360130310 WILLIAM BROWN Miami Shores, FL Block: Lot: Owner Information Address Phone Cell L LLIAM BROWN 276 NE 104 ST MIAMI SHORES FL 33138-2016 Contractor(s) Phone Cell Phone Valuation: $ 6,150.00 SOLAR BEAR SERVICES (305)863-1830 _. Total Sq Feet: 0 Tons:5 Available Inspections: Additional Info:EXACT A/C CHANGE OUT 5 TONS 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 $4.20 DBPR Fee Invoice# MC-1-18-66093 $3.15 01/23/2018 Check#:28508 $ 185.45 $50.00 DCA Fee $2.10 Education Surcharge $1.40 01/10/2018 Credit Card $50.00 $0.00 r Permit Fee $210.00 Scanning Fee $9.00 Technology Fee $5.60 Total: $235.45 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. Futhermore,I authorize the above-named contractor to do the ork stated. January 23, 2018 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy January 23,2018 1 t �o Nliami Shores Village�7A Buildin Department, RE�E�VED 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 JAN 10 2017 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2011 BUILDING r'' r it tl�`l� Master Permit No. PERMIT APPLICATION Sub Permit No. hr1C-►l�� --]y i "BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING MECHANICAL [:]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP /, CONTRACTOR DRAWINGS JOB ADDRESS:21(P NE 104 hJ4 Z7E City: Miami Shores County: Miami Dade zip:-3-313'F) Folio/Parcel#:I I - 2i J/VJ ' nus • a3 i o Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: ,,.-OWNER: Name(Fee Simple Titleholder): , o � INC Phone#: 3Q5 `T��` ` 9 8q Address: 2 1(6 ' ,V G \ (?SLA ,SAl( e-6- r City: N,\[�(`n Sh 0-Cn State:_ f L Zip: 13 \1 Tenant/Lessee Name: Phone#: Email: �` ,^ \ CONTRACTOR:Company Name: Yj Q. eol? (,e'5 Phone�-5 )�(C�� • "�� Address: __p l-?--) CN V4 city I � State: , Zip:: -2— Qualifier Qualifier Name: Phone3 State Certification or Registration#:09C 1 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: Tq City: State:' Zip: Value of Work for this Permit:$ I/(IJr)cx�) Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑` Demolition DescriptioniofrWo`k�� (.�C.. E 1 Specify color of color thru tile: Submittal Fee$� Permit Fee$ 1AD Y CCF$ CO/CC$ Scanning Fee$ Radon Fee$ 6 DBPR$ 3 S Notary$ I Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$. Bond$ L� TOTAL FEE NOW DUE$ (Revis6d02/24/2014) I ' Bonding Company's Name(if applicable) . I Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip r 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. 1 "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY r RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND r 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. r ' Signature Signature viv7 O ER or AGENT CONTRACTOR The foregoing ins c nowledged before me this The foregoing instrument was acknowledged before me this �t 1� day of � 20 O by �—day of 20 _, by s who isrsonally known to w is s�Iyknn to meor who has produced4�_ _ as me or who has produced as identification and who did take an oath. identification and who did take an oath. ) NOTARY PUBLIC: NOTARY PUBLIC: r Sign: Sign: Print: Print 14C 1 Y ,I ��i , Natalie Millet ,�� @, Natalie Millet Seal: `�e.••.i!a% Seal: ;ke�•r¢us�. -? ` = Commission#GG135489 _ ;? ��'= Commission#GG135489 *' *= Expires: August 17, 2021 =* ."' Expires: August 17, 2021 of\ Bonded thru Aaron Notary Bonded thru Aaron Notary APPROVED BY v lr(�/ ns Examiner Zoning 1 Structural Review Clerk (Revised02/24/2014) r 1/9/2018 Property Search Application-Miami-Dade County F UL UrFICE OF T Ru"'PE'T"To A0r%8ftnmA1a`h' ,ER k Summary Report Generated On: 1/9/2018 Property Information t Folio: 11-2136-013-0310 Property Address: 276 NE 104 ST Miami Shores, FL 33138-2016 I WILLIAM L BROWN&LARRY L • + ; � Owner COSTNER ° Vin• Mailing Address 276 NE 104 ST MIAMI SHORES, FL 33138-2016 f PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ :w Primary Land Use 0101 RESIDENTIAL-SINGLE ' FAMILY: 1 UNIT Beds/Baths/Half 4/2/0 Floors 1 +� Living Units 1 Actual Area 2,452 Sq.Ft 932 _ Living Area 1,556 Sq.Ft k Adjusted Area 2,042 Sq.Ft Taxable Value Information Lot Size 9,225 Sq.Ft 2017 2016 2015 Year Built 1947 County Assessment Information Exemption Value 1 $50,000 $50,000 $50,000 Year 2017 2016 2015 Taxable Value $110,163 $106,869 $105,779 School Board Land Value $230,638 $198,007 $163,894 Exemption Value $25,000 $25,000 $25,000 Building Value $142,124 $142,124 $142,124 Taxable Value 1 $135,163 $131,869 $130,779 XF Value $19,714 $19,724 $14,646 City Market Value $392,476 ' $359,855 $320,664 Exemption Value 1 $50,000 $50,000 $50,000 Assessed Value $160,163 $156,869 k $155,779 Taxable Value 1 $110,163 $106,869 $105,779 h r Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value 1 $110,163 $106,8691 $105,779 Cap' Reduction $232,313 $202,986 $164,885 Homestead Exemption $25,000 $25,000 $25,000 Sales Information OR Second Homestead Exemption 1 $25,000 $25,000 $25,000 Previous Sale Price Book- Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Page Board,City,Regional). 04/01/1994 $0 16313- Sales which are disqualified as a result of • 0548 examination of the deed Short Legal Description 15374- MIAMI SHORES SEC 5 PB 10-47 01/01/1992 $101,500 0131 Sales which are qualified LOT 3&W1/2 OF LOT 2 BLK 119 _ LOT SIZE 75.000 X 123 12/01/1978 $69,000 110502 Sales which are qualified OR 1'6313-0548 0494 4 07/01/1975 $39,167 00000 00000 Sales which are qualified 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: i &1ar f8ear Elite HVAC dba Solar Bear Sery INVOICE 10126 NW 116 Way Suite 10 0000068119 Medley FL. 33178 f Cooling N Heating a Air Quality phone:306-863-1830 0049177 www.solarboarfl.com 3/15/2016 William Brown Willi Brown 276 NE 104 Street am Miami Shores FL 33138 276 NE 104 Street Miami Shores FL 33138 305-757-9089 COD D-Varona Dalmys 1.00 Furnish and install Climate Comfort System 6,000.00 6,000.00 1.00 REMOVE Environmentally responsible removal of existing refrigerant plus remove and haul existing system 1.00 24ACB76OA003 CARRIER 24ACB76OA003 5 TON 2 STAGE CONDENSER 1.00 FV4CN130061-00 CARRIER FV4CNB006L00 5 TON VAR.A/H 1.00 TSTATS01 CARRIER TSTATS01 WI-FI PROGRAMABLE 10 Years Parts, Compressor and Coil Warranty included 1 Year Labor Warranty Included 1 Year Proactive Maintenance Included 1.00 Includes all applicable permits 1.00 UVLIGHT UV-24 GERMICIDAL UV LIGHT t F TOTAL $6,000.00 i All material is guaranteed to be as specified.All work to be completed in a professional manner according to standard practices,Any alteration or deviation from above strikes,accidents or delays beyond our control.Ownertowners to carry all necessary insurance.Our workers are covered by Workmans Compensation Insurance. specifications involving extra cost will be executed only upon written orders,snd Wit become an extra charge over and above the estimate.All agreements contingent up The above prices,specifications and conditions are satisfactory and are hereby accepted.You are authorized to do the work as specified.Payment will be made as outlined above.Any payment not made as specified shall be subject to 18%annual Interest plus billing charges,court cost and attorney fees.Price subject to change if not t accepted within 15 days. i Signature r i 1 I t t I a , / r Local Business Tax Receipt I Miami-Dade County, State of Florida -THIS IS NOT A BILL-DO NOT PAY a 7097306 BUSINESS NAME/LOCATION RECEIPT NO EXPIRES SOLAR BEAR SERVICES LLC RENEWAL SEPTEMBER 30, 2018 2013 NW 84 AVE 7375272 DORAL, FL 33122 M ust be displayed at place of business Pursuant to County Code Chapter 8A -Art,9 8 10 OWNER SEC TYPE OF BUSINESS PA YM ENT SOLAR BEAR SERVICES LLC 196 SPEC MECHANICAL BY TAX CORLLEC oa C/O DUANE RAPSON CONTRACTOR 45.00 08/1712017 Worker(s) 10 'CAC1817134 FPPU03-17-023133 This Local Business Tax iecelpt only con"rms payrniint of the Local Business Tax.The Fecal pt is not a I icense, permit,or a cert)"cation dine hdders quall"cstiarls,todo busi tress,Halder crust cprroy with any governmental or nongovernmental regulatory laws and requirementswhich appl y to the business: The FEW PT NO above must be di spl ayed on all cormiercial vehicles-M iarr-Dade Code Sec 8a-278. MIAAIM1 qE. For moreirtorrratIon,visitwww.njaMdajqWy/tpxwjpgLot r � 1 r ,t t t f F 1 I V t I { i 1 1 ACORN® DATE(MM/DD YYVY) �� CERTIFICATE OF LIABILITY INSURANCE F05/09/2017 THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Ashley Burke Sterling Seacrest Partners, Inc. pHGNE (678)424-6500 A/C No: I67el424-6501 P O Box 724137 E-MAIL ADDRESS: aburke@sterlingra.com INSURERS AFFORDING COVERAGE NAIC# Atlanta GA 31139 INSURER A:Amerisure Insurance Company 19488 INSURED INSURER B Elite HVAC LLC, DBA: Solar Bear Services INSURER C: 2013 NW 84 Avenue INSURER D: INSURER E: y Doral FL 33122 INSURER F: COVERAGES CERTIFICATE NUMBER:17-18 COI REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR rypE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM DD MM DD X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO A CLAIMS-MADE a OCCUR PREMISES Ea o currrrence $ 100,000 CPP2092658 05/10/2017 05/10/2018 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 JECT POLICY Q PRO a LOC PRODUCTS-COMP/OPAGG $ 2,000,000 X OTHER: I Employee Benefits $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident) - A X ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED CA2092657 05/10/2017 05/10/2018 BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS Per accident) Personal injury protection $ 10,000 X UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 5,000,000 A EXCESS LIAB HCLAIMS-MADE AGGREGATE $ 5,000,000 DED I I RETENTION 0 �CU20972330002 05/10/2017 05/10/2016 $ I WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY ATUTE ER- ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? ElN/A A (Mandatory in NH) WC2092656 05/10/2017 05/10/2018 E.L.DISEASE-EA EMPLOYEE $ 1 000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE:Mechanical Contractor #CAC1817134 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Village of Miami Shores ACCORDANCE WITH THE POLICY PROVISIONS. 100520 NE 2 Avenue t Miami Shores Vlg, FL 33138 AUTHORIZED REPRESENTATIVE Paul Baker/BURKE �..x�. ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD r INS025(201401) � f y11 ,SNITAC,193,ORES . +�d Miami Shores Village Building Department gig ,_ �,,,�� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 oitay� 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):: t�a Ne- - I nT City: Miami Shores Village County: Miami Dade Zip Code:_• • = ALL CONDENSING UNITS MUST BE ON A,4 INCH SOLID CP.NQIETE 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❑ N04 ARHI Sheet Attached:YES NO ❑ lkntra*ct Attached:YES, ..:. UNIT BEING REPLACED DATA NEW UNl • 1 n MANUFACTURER AHU or PKG. UNIT MODEL# COND. UNIT MODEL# KW HEAT NOM TONS AH CU' PKG 1) M.C.A AH CU3d PKG AH CU 40 PKG 2) M.O.P AH C PKG `AHUj,'S0 CUZ36 PKG 3)VOLTS AHLJC) CZC) PKG PKG UNIT PKG UNIT EER/SEER YES NO REPLACING DUCTS YES YES NOjs I REPLACING THERMOSTAT NO YES NO NEW 4"CONCRETE SLAB YES NO ! YES NO NEW ROOF STAND YES YES NO NEW RETURN`PLE'NUM BOX YES NO 1. Minimum Circuit Ampacity(Wire Size):�TI+V� j 2. Maximum Overcurrent Protection (Fuse/Breaker Size): b 3. Voltage of Circuit (208/240/480):2A) 4. Size Disconnecting Means: I Contractor's Company Name: Effi = Phone State Certificate r Re ' tratioryNo, Certificate of Competency No. f Signature Date: (Qualifier's signature) i (Revised02/24/2014) 4 t awal CERTIFIED � r Certificate of Product Ratings 4 r AHRI Certified Reference Number: 7176410 Date: 6/5/2015 r , Product: Split System: Alr-Cooled Condensing Unit,Coil with Blower t Outdoor Unit Model Number:24ACB760A**31 r Indoor Unit Model Number: FV4CNB006L r. Manufacturer: CARRIER AIR CONDITIONING •••• r Trade/Brand name: CARRIER ••• • • •• Region:All(AK, AL,AR,AZ, CA, CO,CT, DC,LDE, FL, GA,HI,ID, IL,IA, IN, KS,KY, LA, LIAy%D,ME, Mi, MN,MO,MS, MT, NC, ND, NE, NH, NJ, NM, NV,NY, OH,OK, OR,PA, Ri,SC,SD,TN,T.X,.. ••; v UT,VA,VT,WA,WV,WI,WY, U.S.Territories) ...... j Region Note:Central air conditioners manufactured prior to January 1,2015,are eligible td t)$ r 666660 ••• Installed in:all regions until June 30,2016, Beginning July 1,2016,central air condltioners•• •••• ••.. , can only be Installed In reglon(s)for which they meet the regional efficiency requirement.... . .• Series name • PERFORMANCE SERIES PURON AC.. •••••• ' Manufacturer responsible_for the rating of.this systemcombination is CARRIER AIR CONDITIONING. •• Rated as follows in accordance with AHRI Standard 2101240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRi-sponsored, Independent,third , party testing: r Cooling Capacity 57000* .. P tY(Btuh)� EERRating(Cooling):. 12,50 . * SEER Rating(Cooling): 17.00* IEER Rating(Cooling): r q r . I ` Ratings followed by an asterisk I')indicate a voluntary rarate of previously published data,unless accompanied with a WAS,which Indicates an involuntary rerale, 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 disciaims 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.ahrldlrectory.org. TERMS AND CONDITIONS t 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 no4 In whole or In part,be reproduced;copled;disseminated; entered Into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, AM personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION A REFRIGERATION INSTITUTE The Information for the model cited on this certiflcate can be verified at www.ahrid Ire ctory.oig,click on`Verify Certificate•link we make life better" and enter the AHRI Certified Reference Number and the date on whlch 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.: 130779847558410513' ; r I ```�1► ENGINEERING Technical Evaluation Report E Pl—'T'ESS DIVISION:23 08 00–COMMISSIONING OF HVAC I B,X.P.$,R.T.(Engineering express Product Evaluation Repen) j r THIS DOCUMENT CONTAINS(5)PAGES:THE FIRST PAGE MUST BEAR AN 160 SW 12TH AVE SUITE 106,DEERFIELD BEACH,FL 33442 ORIGINAL SIGNATURE&SEAL OF THE CERTIFYING PE TO BE VALID FOR USE (954)354-06601 ENGINEERINGExPRESS.COM (Issued August 23,2017 Subject to Renew January 1,2019) (or next code cycle change) �EVALIUATIONSUBJECT: CARRIER SPLIT UNITS ' TER-16-3190.1 REPORT HOLDER: ........... �,�""'. *+�, CARRIER ENTERPRISE OF FLORIDA 2000 PARKS OAKS AVE' ORLANDO, FL 33428 USA (954)247-2003 1 FL.CARR IERENTERPRiSE.COM SCOPE OF EVALUATION(compliance with the following codes): THIS IS A STRUCTURAL (WIND) PERFORMANCE EVALUATION ONLY. NO ELECTRICAL OR TEMPERATURE PERFORMANCE RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED HEREIN. ••• • 4141.. 4141.... This Product Evaluation Report is being issued in accordance with the . . .' requirements of the Florida Building Code Fifth Edition (2014)with 2016 41 41.. ;"•" so*": • supplement per FBC Section 104,11, FMC 301,15,FBC Building Ch. 16, NOTE:GRAPHICAL DEPICTIONS IN VMS REPORT ARE FOR ILLUSTRATIVE • ASCE-7-10, FBC Existing Building sections 701.1, 706,6.1, FBC Building PURPOSES ONLY.ACTUAL UNITS MAX DIFFER SUGIfTLY iIJ APPEARAheI!.• 1522.2, and FBC Residential M1202.1, M1301.1, FS 471,025, Including • 4,4,414,.. .4,4,. 4, .4,4,4,4, Broward County Administrative Provisions 107,3.4.The product noted on UNIT CASING MATERIAL:• .- this report has been tested and/or evaluated as summarized herein, •4,:4,4,. •404,.4, see** IN ACCORDANCE WITH THESE CODES EACH OF THESE 0.86mm galvanized sheet steel Agfr -0653 EDDS'cbfd rolled%Wbr.0 REPORTS MUST BEAR THE ORIGINAL SIGNATURE&RAISED removable top panel, 1.14mm gals"M14t?Sheet steel ASTM A653 EDQS SEAL OF THE EVALUATING ENGINEER. cold rolled steel for base pan. SRte protector steel.7Nle AST#A ONUO 4, 02.03mm vertical wire and 02.68rnm wis horizontal e4,,4,secu.red wQ#10-16 SUBSTANTIATING DATA: sheet metal screws into top and bate VAn.; ,4, is •••• •Product Evaluation Documents • 4, 4, Substantiating documentation has been submitted to support this TER and INSTALLATION: • 4, is summarized in the sections that follow. Shall follow manufacturer specifications as well as the Information provided l •Structural Engineering Calculations herein. Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the STRUCTURAL PERFORMANCE: following design criteria: Models referenced herein are subject to the following design limitations: ASCE7-10 Exposure Category C,Risk II Maximum allowable unit panel wind pressure connection Up to and including 175mph(Volt)for Up to 200'MRH HVHZ" integrity Up to and including 170mph(Vult)for up to 250'MRM".HVHZ"' Maximum allowable'uplift,sliding,&overturning moment Up to and including 200mph(Vult)for up to 200'MRH"'.Non-HVHZ"' for ground and roof applications Ground or Roof Application per installation Instructions "Mean Roof Height—High Velocity Hurricane Zone Calculation summary for this TER Is*provided In the forces summary Maximum Rated Wind Pressure: table. No 33% increase in allowable stress has been used in the design of this product. Microsoft Excel was used to carry out the 1 Sf Lateral, 93 sf U t)ft i calculations present In this report, p p p (ess Dead Load) Site specific wind analysis may produce alternate limitations provided INSTALLATION: maximum rated wind pressure_ is not exceeded.: The product(s) listed in this report shall be installed in strict complianceY j k „ with this TER&manufacturer-provided mode!specifications. 4RIGINAI: 'It I� $ED SEAL c 1X :' .,,. The product components shall be of the material specified in the REQUfaB[3 manufacturer-provided product specifications.All screws must be Installed ` ��' ��i , Y in accordance with the applicable provisions & anchor manufacturer's ,-.�; +;-1.." . a .rrr published installation instructions. tu - C' LIMITATIONS&CONDITIONS OF USE: Use of this product shall be In strict accordance with this TER as noted herein. See final page for complete limitations and conditions of use. OPTIONS: .�,�� This evaluation is valid for all CARRIER models resent in the table located Frank L . BC�(3° p on the final page. ENGINEERNGtX��RE I 1 1 ,!,, •. PE ilom549 Ck#9$85'r FINISH: a Baked enamel. Copyright 0 2017 Engineering ExpressV f Frank L.Bennardo PE.Inc.Ali Rights Reserved The FBG 14 defines APPROVED SOURCE(Section 202)as:'An Independent person,firm or corporation,approved by ft building official,who is competent and experienced in the application of engineering Principles to materials,methods or systems analyses.'Engineering Express®professionals meet the compatency raquiremenls as dolniod in the FOC and cat.seat their work Engineering Expresso is regularly t engaged in conducting and providing engineering evaluations of singly-element and full-scare building systema. } t I r l CARRIER SPLIT UNITS Engineering Express' TER-16-3190.1 SECTION 2 PRODUCT INSTALLATION 4 Cbndenser Unit f rn Nde:Installers must ensuie that screws used to fasten the be40wn dips with the unit m base pan do not touch the coil W in odor to prevent any t m dsrMge to the coil Roof or ground 0 structure/substrate (concrete,steel, 0 1 aluminum see { schedule below) TtE-DOWN CLIP(1) (GROUND AND ROOF APPLICATION) Miami Tech CUTD 1'.wide ASTM A653 galvanized steel o•o7'thick of varying length(FL 19731.2)or equivalent for all cabinets tied down to a roof structure or ground structure;fasten clip to structure using anchor from Anchor Schedule to Host Structure Table and(2)#10 SS 410 self-drilling screw to fasten cap to unit base pan,Install In unit " with quantities shown in Tie-down Strap 3 Clu sduie.Locate Clips at 3'min away from the appropriate come]us7ng four clips per side (two at each comer) and foal Clips oppftitf Cde In thS Barth!• configuration. Mad T&U 411#':BCUTa4KG fpr ground 6 kit0t4 CBCUTD4KR for roof applkatlon. e••••e e Tie-down clips 1 or 2. 0000•• e} e••••• See tables below •O•• • • • • • • i••••i i• Note: Unit shown for i0us4atofor specificationsn purposes only, OL e � • •0 0 0•• TIE-DOWN STRAP&CLIP SCHEDULE •, 0,:.. U. 0000 00000 e e Ground or Root �••• •000.0 .► Tie•down� Tie-down Tie-down tsbinet Height* Strap StrapClips(1) Clips(2)Ground NA NA 8 4 0 • • e U to 60' W 2 Required 8 4 •"•'• Table 1 Up to 120'(25&) , 2 Required 8 4 TiE•DOWN CLIP(2) •• • • •e•0 • • q (GROUND AND ROOF APPLICATION) •• 0 Up to 200'(250') 2 Required a q Ground NA NA a 4 BMP Clips 2'wile ASTM A283(Grade D)steel 0.113'thick of varying U to 60' a0► 2 Required 8 q length for all cabinets tied down to a roof structure or ground structure Tablet chor Up to 12V(150') 2 Required 8 4 Schedule orHop t Structure Tas;fasten clip to sble and(4tructure )l#ng 12SAEGrade 6)anchor from sheet Up to 2'(250')1 2 Required 8 4 metal screw to fasten clip to unit base pan,Install In unit with quantities shown in Tie-down Strop d Clip Schedule.Locate dips at 3"from the apprTpe he value shown in parentheses indicates the allowable roof height in 170mBMP ph conditions.i.e.60'(80') MP cd n Corner. Boars number TD-042. Indicates an allowable roof height of 84'for 175mph or 90'for 170mph Volt +See tables on last page for cabinet classification. Tie-down Stray 8 Clip: Note: (for roof applications) Straps shall be wrapped as shown in details on sectlon 4. The straps shall be tightened to a snug fit around the unit. Straps shall be i'width and 229a galvanized metal.For Non-HVHZ,use(2)metal -Minimum edge distance 3"from the unit comers, straps,up to 200'MRH.Values shown in table are minimum spedfied. Using stronger straps per each height Is allowed at installar•'s discretion, -Use a minimum of lie-down straps per side equally spaced, 0 -Clip height shall be adequate to fit SMS within base pan ANCHOR TO HOST STRUCTURE SCHEDULE height,Verify height on site, AnchorT e -Place an adjacent(1)#10 SMS to avoid the straps slip off. Unit Ground or Roof Concrete Or'Min 1/8"Min Anchor Types to Host Structu�o: P • Model' Height 3,000 Psi A36Steel 6061-T6 A. — 1/4" ELCO ULTRACON SS4 Anchor. Aluminum embedded 1314—In 3,000 psi concrete.2112"from Ground A NA edge minimum.NOA No.13.1205.05 Uo to 60' NA B B t Table z _Up to 12y 150' NA g B B.—1/4"-20 UNC SAE Grade 5 bolt min.112"from I 250' NA g edges with nut and washer OD 1" + Ground A NA NA NA.-No anchors apply. Table 2 U to 60' NA B B up to 12 NA I B B Up to 2 NA I B 1 B IN ALL CONDITIONS IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WITHSTANDING r THE RATED GRAVITY,LATERAL,AND UPLIFT FORCES BY SITE-SPECIFIC DESIGN.NO WARRANTY OF ANY KIND,EXPRESSED OR IMPLIED,IS OFFERED BY ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS INCURRED BY THIS UNiT. r ENGINEERING EXPRESS 160 SW 12111 AVE.SUITE 106 DEERFIELD BEACH,FL 33442 Page 2 of 5 j 9 Copyright 0 2017 Engineering Express@ /54)354-0660 ENGINEERiNGEXPRESS.COM Frank L.Bennardo PE,)nc,AR Rights Reserved , r , t CARRIER SPLIT UNITS Engineering Express® 1 TER-16-3190.1 SECTION 3 SUPPORTING CALCULATIONS&SUMMARY FORCES SUMMARY r Lateral Uplift Large Side LSide Large Short Short Short Unit Ground or Roof Large Uplift + Pressure Pressure Force Overturn Side Side Side Side' N Madel Height* Pressure Force Overturn Tension Force (Psf) (Psf) (lbs) (lbs-in) lbs (lbs) lbs-in) (lbs) (lbs) Ground 43.2 0 482.0 11082.0 315.0 482.0 11082.0 315.0 0.0 Table 1 U to 60'(80') 151.2 73.1 1688.0 49656.0 1519,0 1688.0 ' 49656.0 1519.0 622.0 Up to 120'(250') 173.8 84.1 1940.0 57082.3 1753.0 1940.0 57082.3 1753.0 715.0 } U to 200'(250') 193.0 93.4 2155.0 633933 1951.0 2155.0 63343.3 1951.0 794.0 Ground 43.2 0 482.0 11082.0 1 315.0 482.0 11082.0 315.0 0.0 Table 2 Up tow(80') 151.2 73.1 1688.0 49656.0 . 1519.0 1688.0 49656.0 1519.0 622.0 Up to 120'(150') 173.8 84.1 1940.0 57082.3 1753.0 1940.0 57082.3 1753.0 715.0 U to 200'(250') 193.0 93.4 2255.0 63393.3 1951.0 2155.0 63393.3 1951.0. 7"F§40 ,l CalculationsWWW- performed according to the Information provided try the client.Cabinets were assumed solid 0!L ( porosity)for shearbp�tl3ns�n catcuotbn purposes. • • • PANEL INTEGRITY SUMMARY •••••' • • AtldijibQ�t • Applied Add'I • Unit Ground or Roof Force on reintdrelr%ent "•' •••••• + Panel Name Wind panel Strew�Y requkeJ be•ond • Model Height• Pressure Needed Y griginil : •' (Ib1fe) 000 (lbs) (PCs) madilfa�lu$n •a..:. i g •. • •••••• TOP PANEL 0.0 0.0 - ' ' • Ground CONTROL COVER 43.2 50.4 - No SERVICE PANEL 43.2 91.4 - TOP PANEL 73.1 621.9 - Up to 60'(801) CONTROLCOVER 151.2 176.5 - No Table 1 ` SERVICE PANEL 151.2 319.9 - TOP PANEL r 84.1 715.4 Up to 120'(15W). CONTROL COVER 173.8 202.9 No SERVICE PANEL 1 173.8 367.7 - TOP PANEL 93.4 794.5 l a I Up to 200'(250') CONTROLCOVER 193.0 225.3 - No SERVICE PANEL 193.0 _ 408.4 r TOP PANEL 0.0 0.0 - Ground CONTROLCOVER 43.2 50.4 - No SERVICE PANEL 43.2 91.4 TOP PANEL 73.1 621.9 - Up to 60'($0') CONTROLCOVER 151.2 176.5 - No t Table 2 SERVICE PANEL 151.2 319.9 - TOP PANEL 84.1 715.4 - Up to 120'(150') CONTROLCOVER 173.8 202.9 - No ` SERVICE PANEL 173.8 367.7 - TOP PANEL 93.4 794.5 - `Up to 200'(250') CONTROL COVER 193.0 1 225.3 - No SERVICE PANEL 193.0 1 408.4 r *The value shown In parentheses Indicates the allowable roof height In 170mph conditions, I.e.60'(80')Indicates an allowable root height of 60`for 175mph or 80'for 17omph Vult. 'See tables on sheet 5 for cabinet classirzouon. Y ENGINEERING EXPRESS*160 SW 12T"AVE.SUITE 106 DEERFIELD BEACH,FL 33442 ' Page 3 of 5 (954)354-0660 ENGINEERINGEXPRESS.COM Copyril;IVO 2017 Engineering ExpressS / Frank L.Sennardo PE,tri,All Righis Reservod i �w CARRIER SPLIT UNITS Engineering Expresse TER-16-3190.1 SECTION 4 DETAILS (2)1"x2.29&GALV, ASTM A36 STEEL -" "STRAP,STRAPS !/J SHALL BE SECURELY TIGHTENED SNUG AGAINST UNIT,TYP. CONTROL BOX C ' i p STAND RAIL D B �—(BY OTHERS), f TYP, SUPPORT ANGLE SEE DETAIL --' SEE NOTE BELOW 0000 • • 0000 0000•• i MECHANICAL UNIT ( 2 MECHANICAL-6 NIT .' N.7,S. FRONT ISOMETRIC N.T.S. 0•tllIC7CZSOME7R•w••• ••••i• • 00.0&0 • • • jc _ 0000•• 1 DATUM FACE 0000•• i00•i• • • • • ••00•• •0•• 0000• C P(B CL1P6 \. IL TBAY1yltiEPS) 0000•• 00.00• `D • OJM.1 DIM.2 f--- •••••• r t -•�• � 0000•• i STAND RAIL / (BY OTHERS), (r } SUPPORT ANGLE TYP. SEE NOTE BELOW DIM.4 (2) 914 SMS AT EACH DIM'1 STRAP ENO TO WEB Of THE SUPPORT ANGLE CLIP GI s j SMECHANICAL UNIT SEENOTEBELOW W N.T.S. FRONT ISOMETRIC 4 TIE-DOWN CLIP LAYOUT /_CONTROL GRILLE, N.T.S. PLAN C_OVER TYP, o � TIE-DOWN (1)1'x22ga Cup A:l� GALV.ASTM a SEE CUP` I =- -A36 STEEL NOTEf" STRAP.SHALL 4 08 I7 t PASS OVER THE UNIT TO i-BEAM TIE-DOWN_CLIP OFFSETS: d O UNIT BASE "-`p ON OPPOSITE DIM.1 5.00'MAX OFFSET FROM DATUM FACE DAN t SIDE. DIM.2 5.00'MAX OFFSET FROM OPPOSITE FACE ANCHOR DER J >� �-(2)R 14 SMS AT DIM.3 5..00'MAX OFFSET FROM DATUM FACE SUPPORT ANGLE, SCHEDULE EACH STRAP END O1M.4 10.00"MAX OFFSET FROM OPPOSITE FACE —SEE NOTE STAND RAIL TO UNDERSIDE OF (I-BEAM)BY THE i-BEAM OTHERS s TIE-DOWN CLIPS & STRAPS N.T.5, ELEVATION Nate: Miami Tech support angle part number CBCAB30K,CBCAB42K,under NOA#16.0601.01 of equivalent Is p"nod. ENGINEERING EXPRESSO'160 SW 12"'AVE.SUITE 106 DEERFIELD BEACH,FL 33442 Page 4 of 5 (954)354-0660 ENGINEERINGEXPRESS.COM Copyright C,2017 Engineering ExpressV 1 i Frank L.Fennardo PE,Inc All Rights Reserved CARRIER SPLIT UNITS Engineering Express' TER-16-3190.1 r CABINETS&DIMENSIONS TABLE 1 ! TABLE z i UNIT MODEL WIDTH DEPTH HEIGHT WEIGHT WIDTH DEPTH HEIGHT WEIGHT t (in) (in) (in) (lbs) UNIT MODEL (in) (In) (In) (Ibs) CH14••018 23.13 23.13 35.25 136 25118.518 31,19 31.19 28.94 169 ° CH14••02425.75 25.75 35.25 144 25118.524 35.00 35.00 32,31 200 CH14••030 31.19 31.19 31,81 158 25HB'530 35.00 35.00 32.31 196 101114'•036 31.19 31.19 28.44 170 25118.538 35.00 35.00 35.75 215 CH14•'042 31.19 31.19 39.13 201 25118.542 . 35.00 35,00 28.94 245 CH14•'048 31.19 31.19 2844 197 25HB•548 35.00 35,00 28.94 260 CH14••060 31,19 31.19 31.81 212 25HB'560 35.00 35.00 39.13 294 9 CA16••18 31.19 31.19 28.44 142 25HC•418 23.13 2313 35.25 136 CA16'•24 31,19 31.19 28.44 142 25HC'424 25.75 25,75 38.50 1 CA16"30 41 31.19 31.19 31.81 150 25HC•430 31.19 31.19 31.81 '�1�•• • 10.086•'36 35.00 35.00 28.44 185 25HC'436 31.19 31,19 •0 8, . 1700 .' 10.016••37 35,00 35.00 29.69 165 25HC'442 31,19 31,19 ••791.13 • 2 so**:* CA16"42 35,00 35.00 39.13 213 25HC'448 31.19 31,19 ••!8!*4 19P • • CA16••48 0000•• 35.40 35.00 39.13 264 251110`460 31.19 31.19 is•31! 1 • • •' • CA16•'60, 35.00 .35.00 45.94 272 24AB*818 23.13 23.13 10W69 6 125 ***so CA14•'18 23.13 23.13 24.81 12324AB•624 31.19 31.19 • 1 •1 . 00 •• e. CA14••24 25.75 25.75 25.00 119 24AB'630 31.19 31.19 32°31 153 00••0 CA140•30 31.19 31.19 31.81 151 24AB•636 35.00 35.00 2'8: 165 • CA14••36 .0 0.00• 31.19 31.18 24.81 i34 24.08'642 35.00 35.00 3 ,13 ;213'• • 0 CA14•`42 31.19 31.19 39.13 ,. _ , 192 24AB•648 35.00 35.00 0 0 1 a'�Q 0 :0000: 10.014••48 31.19 31.19 28,44 182 2QAB'649 35.00 35.00 39.13 Qa • CA14-60 31.19 31.19 31.81 197 24AB•660 35.00 35,00 45.94 1 272 24AB•661 35.00 i 35,,00 45.94 272 A 24AC•418 23,13 1 23,13 24,81 "123 / ` -24AC•424 25.75 25.75 25.00 119 w/ D 24AC'430 31.19 31.19 31.81 151 24AC•436 31.19 31.19 24.81 134 " 24AC'442 31.19 31.19 39.13 192 2.0.010.448 31.19 31.19 Z8.Q4 182 } 24AC•460 31.19 31..19 31,61 197 t H " t Note: Image is not to nate snd Is tot Illustration purposes only. Actual units may differ slightly in appearance, 1 LIMITATIONS&CONDITIONS OF USE: Use of this product shall be in stria accordanco wth this TER as noted harein I Thq Supposing host Structure shell be designed 10 reSiSI all SUperlmpOSed toads as detemvned by others an a site specir.c basis as may be required by the Authority Having,harsdiction.Host Structure conditions vfi,on are not accounted for in this products respective anew Schedule abali be dotoneo on a site•sp 01144 basis by A registered professional engineer,No evaluation is offered for the host Supporting Structure by use et tris document:AOluStment facbws ngtod herein 8+:d the appicabiq codes rrust bq considered.vhere applicable.All Supporting compongnt5kh vrne permanently in.talred shall be protected against corrosion contanVnabon.and other such damage at all times Fasteners.nxist peneiralq the SUAportrng membef8 such that file full length of the Ihteacied poiben i5 embedded::^:Iain Me main member,All anchors.screw's,sltap5 dips.and attachment part can be SUUSl4USgd for equivelem parts,as tong as the capaptics at tire equivaienl pants a'e equal or c[i°angt,*r, Unit irtagrity is rot mandatory:hoargvgr.this TER certifies tega,diess.This evaluation does not offer any evaluation to repel largo miss=le impact debris regtmements wticn lyp+car y bre not reauilod for this typo of product.Ah of the Wind twisting emotion panels,individually rneel at exceed these capacity to resist the design wind loads as stated in tit°ctculat'ois aS roclored by the Fl;xida Buitdutg Code Filth Ed-,UOn 1?0141 Duo to Tho indatettrinme nature of these unds,66011ion and degaction cannot be accurately evaluated.but wffh diaphragm action of erternai copnponents and internal stiffeners,rho base um has the capadty to wfth5land these tortes vALh mdarduai exterriat pans b¢ng contarrled Yearly inspections:during N. wpment rnmrutrance or atter a named storm,ai sores% cabinet cdmpanentS, anchor,boils.straps and Cables are to be verified by the hr ccntractOr, Ali darnagad cab net components,too" corroted broken soeh,or ancnd tolls stta!i be+epinced to ar.3uro sirUCiurat integrity for huaicnno wind forces. ENGINEERING EXPRESSe'160 SW 12""AVE.SUITE 106 DEERFIELD BEACH,FL 33442 Page 5 of 5 (954)354-0660 ENGINEERING EXPRESS.COM Copytight d 2017 Engineering Express7i " Frank L.Do nnardo PE,Inc All Rights Reserved s 4 Elite HVAC dba Solar Bear Sery MMAI INVOICE .120..— war uear 10125 NW 116 Way Suite 10 00000881119 Medley FL 33178 Cooling v Heating z Air Quality Phone:305-863-1830 0049177 www.solarbearfl.com 3/15/2016 William Brown William Brown 276 NE 104 Street 276 NE 104 Street Miami Shores FL 33138 Miami Shores FL 33138 305-757-9089 COD D.Varona Dalmys 1.00 Furnish and Install Climate Comfort System 6,000.00 6,000.00 1.00 REMOVE Environmentally responsible removal of existing refrigerant + plus remove and haul existing system 1.00 24ACB76OA003 CARRIER 24ACB76OA003 5 TON 2 STAGE CONDENSER 1.00 FV4CNB0061-00 CARRIER FV4CNB0061-00 5 TON VAR.AIH 1 1.00 TSTATS01 CARRIER TSTATS01 WI-FI PROGRAMABLE 10 Years Parts, Compressor and Coil Warranty Included 1 Year Labor Warranty Included 1 Year Proactive Maintenance Included 1.00 Includes all applicable permits 1.00 UVLIGHT UV-24 GERMICIDAL UV LIGHT f TOTAL $6,000.00 All material Is guaranteed to be as specified.All work to be completed In a professional manner according to standard practices.Any alteration or deviation from above strikes,accidents or delays beyond our control.Owner/owners to carry all necessary Insurance.Our workers are covered by Workmans Compensation Insuranm specifications involving extra cost will be executed only upon written ordefs,and will become an extra charge over and above the estimate,All agreements contingent up The above prices,specifications and conditions are satisfactory and are hereby accepted.You are authorized to do the work as specified.Payment will be made as outlined above.Any payment not made as specified shall be subject to 18%annual Interest plus billing charges.court cost and attorney fees.Price subject to change if not accepted within 15 days. (--.—�&Omer Signature Property Search Application- Miami-Dade County Page 1 of 1 IFIL y OFF I ` E U`4F THE l `RT" A PPRA I S""' Ett 6 Summary Report Generated On:4/14/2016 Property Information Folio: 11-2136-013-0310 Property Address: 276 NE 104 ST Miami Shores,FL 33138-2016 Owner WILLIAM L BROWN&LARRY L COSTNER Mailing Address 276 NE 104 ST MIAMI SHORES,FL 33138-2016 Primary Zone 1000 SGL FAMILY-2101-2300 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT Beds/Baths/Half 4/2/0 Floors 1 Living Units 1 Actual Area 2,452 Sq.Ft 2015 Aerial Photography Living Area 1,556 Sq.Ft Adjusted Area 2,042 Sq.Ft Taxable Value Information Lot Size 9,225 Sq.Ft 2015 2014 2013 Year Built 1947 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value 1 $105,779 $104,543 $102,260 Year 2015 2014 2013 School Board Land Value $163,894 $154,253 $87,509 Exemption Value $25,000 $25,000 $25,000 Building Value $142,124 $138,448 $138,448 Taxable Value 1 $130,779 $129,543 $127,260 XF Value $14,646 $14,655 $14,665 City Market Value $320,664 $307,356 $240,622 Exemption Value $50,000 $50,000 $50,000 Assessed Value 1 $155,779 $154,543 $152,260 Taxable Value $105,779 $104,543 $102,260 Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2015 2014 2013 Taxable Value 1 $105,779 $104,5431 $102,260 Save Our Homes Assessment Cap Reduction $164,885 $152,813 $88,362 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous OR Book Second Sale PriceOR Qualification Description Homestead Exemption $25,000 $25,000 $25,000 04/01/1994 $0 16313- Sales which are disqualified as a result Note:Not all benefits are applicable to all Taxable Values(i.e.County, 0548 of examination of the deed School Board,City, Regional). 15374- 01/01/1992 $101,500 0131 Sales which are qualified Short Legal Description 10237- 12/01/1978 $69,000 1502 Sales which are qualified MIAMI SHORES SEC 5 PB 10-47 LOT 3&W1/2 OF LOT 2 BLK 119 00000- LOT SIZE 75.000 X 123 07/01/1975 $39,167 00000 Sales which are qualified OR 16313-0548 0494 4 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:ltwww.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 4/14/2016 r ' 5N°RFS g1 =x Miami Shores Village . BuUding D%r;rnent APR 1 2Q16 ...... Bull 0 rn �•1ed0k N.E.2n"uenue M iaMi�tMres, Fbtitle 33138••••:. jOy $Y'--— — - - ••••Orel: (305)735.2204• • �O1RiDp "•••• •....Fix• 30 ( .�•7�G8972' . ..... AIR CONDITIONING REPLACEMENT DATA •••••• .. . .. .. .... ...... PERMIT NUMsi'R t4C •� 0 • 000*00 ...... This form must accompany ALL air conditioning replacement permit applications. Each U n it change out must :....: be on its own data sheet. Multiple units on single sheets are not acceptable. • l .. Job Address(where the work is being done):276 NE 104 ST City: Miami Shores Village County: Miami Dade Zip Code: 33138 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 ❑N NO❑ Contract Attached:YES ❑� UNIT BEING REPLACED DATA NEW UNIT GOODMAN MANUFACTURER CARRIER t AR60-1 AHU or PKG. UNIT MODEL# FV4CN6006L00 SRL60 COND. UNIT MODEL# 24ACS76OA003 a KW HEAT 6 s NOM TONS s AHL4 Cly PKG 1)M.C.A AHU U PKG / AHU Q CUM PKG 2)M.O.P AHU(4D CU PKG AH C PKG 3)VOLTS AH LOO C PKG N/A PKG UNIT / NJ Iff PKG UNIT /IV EER/SEER' 12.50/17.00 YES NO N/A REPLACING DUCTS YES NO YES NO N/A REPLACING THERMOSTAT YES NO YES NO N/A NEW 4"CONCRETE SLAB YES NO YES NO N/A NEW ROOF STAND YES NO YES NO N/A NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity(Wire Size): 6 THW 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3. Voltage of Circuit(208/240/480):230 a 4. Size Disconnecting Means: Contractor's Company Name: SOLAR BEAR SERVICES Phone: F�05 -%3- K. State Certificate or Reg)'stratigh Nol.9AC1 1 134 Certificate of Competency No. Signature .2zj Date: (Qualifier's signature) (Revised02/24/2014) J i • • • ••••s• ••.• e•• • Certificate of Product Ratings ::;::: •• AHRI Certified Reference Number: 7176410 Date: 6/5/2015 600::9 • Product: Split System:Air-Cooled Condensing Unit,Coil with Blower Outdoor Unit Model Number:24ACB760A'*31 •� • •"�'• • Indoor Unit Model Number: FV4CNB006L 1 Manufacturer; CARRIER AiR CONDITIONING Trade/Brand name: CARRIER 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) a 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 regions)for which they meet the regional efficiency requirement. Series name: PERFORMANCE SERIES PURON AC.. Manufacturerresponsible-for the rating of this systemcombination is CARRIER AIR CONDITIONING Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored,Independent,third party testing: Cooling Capacity(Btuh): 57000` EER Rating(Cooling):.. ' ( 9)�... . .. ..... : ...12.50 .. ..: . :. SEER Rating(Cooling): 17.00`, 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.ahvidirectory.org. TERMS AND CONDITIONS This Certlfteate and its contents are proprietary products of AHRI.This CerUftcate shall only be used for individual,personal and confidential reference purposes.The contents of this Certificate may not,In whole or In part,be reproduced;copied;disseminated; entered Into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's Individual, personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.ahrldrreclory.org,click on'Verify Certificate'link we make lire 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.: 130779841558410513 • • ••• • • • •,• SNOI1tf1f1J3a 4(�!�S l.!.N OD(INV 31d1S •• •• • . • •• •• • I r'j - • • • . • • • • • • CSO 1r^ • • • ••• • • • t" p • • • , • • • • �, {Tda3d3 -hV H.L. A-3014vIFldi!Oc O_j.1J3f 8(1S` V-, _• 1 1d�a J4�9 R RARlIER9CUYE UNIT>i • • •� �• TD012- P10 g�°Iu GENERAL NOTES f 0. rFL,sW�\ Q I STEN BE DOWN CAPS, 4 1.SECTION PROPERTIES WERE DERIVED BY • GASED ON A REVIEW AND AN�YSIS THE:'OLL�Io UNITS. _.� - _ BY EMP NI.INC THE MANUFACTURER. B I r G-906AL AS SHOWN. J�.J 2.ALL UNIT COMPONENT(PA •CONFORMS TO TMF9B•14 rLQRIDA BUlipyl{j CO D THE ASCE 11 APROVAL J u d V I TO EACH OTHER HAVE A MINIMUM OF v,$ 7.10 WIND ANALYSIS CODE.SEE ENCLOSED ANCHORING DETAIL �j FLI'14239R3 — (3)1046 TECH SCREWS P DIN c REQUIREMENT AS SPECIFIED IN SECTION 1620,HIGH VELOCITYT; Fi i O _ O -- - SEE DETAIL. CAPACITY OF 2,494 LBS IN AR HURRICANE ZONES-WIND LOADS FOR MAX WIND SPEED OF 160 M1 PHS-- AMAJHF�GHT QF 60 FEET. ^ �S-IUJL�IGI� @ta0 O •• ... .. • • • • • O e • ••• w aXIF P'� (.043•MW 1HICK.) „ LkRR@R AIR CCMDITIONEI•ICCEL ITT FOR UTC' BE SME BASE FAIL UNITS" .O — y�_ _ __— `L UhBTS T 39' I CR •NITSOVLRT 29'Hk3H TO, UFIITS OVER44'HIGH TO S I I (2)l12-l4x l'LG(HWHMJ KWIEFX 16th¢H ViYit.Veft^C ITY• 4♦HK391 FOR•3R,FH•§•ID 46'HICHI FCR IeOFFM W'AID � SELF DRILLING STEELSCREWITH AT. V'uhlBULDINOVELOCITY WITH AI.VXlFUkI VELOCITY WITH A f.WOkUl,l HEGHIT OF CO BUILDING HEIGHT OF ED BUILDING HEIGHT OF ED- - 000. 00 ° A S EtFOSUR E'D" E?FOSIIRE"D" EXFOSURE'C" ry FOR CONCRETE FOUNDATION ATTACHMENT USE: FA I?HR f1 E 3!tn.E lml PA 121 I4 ton! U - ry (2)kOX 2k LG HEX HEAD STAINLESS STEEL �+ CAI faA tnngts) Q O BUIIDE%TAPCON STEEL SCREWS(SHW4-2141 AND \ CAIS 11.6-4 Tcnj 24ALIBI 1.11 lcmada+l O O --1--��- *0 STARLESS REEL WASHERS OR \, 24 AB83C Lal lc�nNts) 9 (2)i-0%2}'LG HEX HEAD BLUE COATED SURDEX CLIP DETAIL ID° TAPCON SCREWS(HW4-214)AND 16,'0 STAINLESS 24ABC0 11.S U4 u+Ton: 24ABCE.1`Tonj STEEL WASHERS OR 24ACB3 la4 ierAaaa) O 0 0 0 CONCRETE (2);•0 X 3'LG POWERS WEDGE BOLT 11\1111 III)., 24h;CEII-;+4Tcn) 24ACCOIE Tcn) . .. HEAVY DUTY CONCRETE ANCHORS. �r�• zY 11.� 24 h^,B71 4Tcn) 24ACB7 it Tcn} -� USE iD042-2X1•.IS go, `�6'' tiN18911.62 Tcn) 24NIEe(3.'_-4Tcn) 2:411861'Tcn) STEEL TR DOWN CLIPS. 24 - �•'[ NIB7li T-) 000 O OOp GVSSHOVlN. ` 1 .4 trvun`. 24NM7123 Ten) 24A11B7 If Trn--k.l) 24ATI8+ILTm,;v6s D) 1 c 24 NIB 112.3.4,!Tcn,;...l' 244118112'-,9,E Tcn.;a iia,l) PRODUCT APPROVAL L s � '�:uJ 214NBii4(3 tin) _IAil81 J61[cn 21Ah1B1 SOS—) FLY1ETAIL. , 1 - O O SEE DETAIL. UM.STAND LEY OTHERS) 2a C CARRIER HEAT FULF FfOCEL UST FOR UTC"CUBE STYLE BASE FAN UNITS" O 121*12-IIx l'LG LEX (HWHI3)HSTI KWIK-F4 ! ;S55L` UNITS OF TO 9'HIG-M FOR Uh11T5 OVER?9'HIGH TO UNITS OVER 44'HICi1 TO O - iH 180 MPH 011111;VELCC1TY HIGH FOR 180 IFM WRiD 48'HIGH FOR 183 LF'H WIND SELF DRRUNG STEEL SCREW w/WASHERSLc WITH AI.Vii80.11:1 BUILDING YELOCM WITH k1Ai:Y.IULI VELOCITY WITH k4'.WkUM _ O O 'y( �4��•:�f HEIGHT OF W BULDRIG HEIGHT OF!0 BULC'NG HEIGHT OF ED ° I 10010 h � EtiFOSUR E'D" E:FOSU RE'G' EAFOSURE'C' O O - VEF T0042-YXI•,ISOs, FHI?fIR IE-41cn FH 131AR 161-1 - - BY BMPINEL TIE INC CLIPS, 3 r mcm CH13 lal lwn n BYBMPNT.nA ,a 2!HB83 plenrotsa 444E PAN 1G-90 GNVI AS SHOWN. 3'.p 1 I a PRODUCT APPROVAL 2!H�2C Idltema s) O �— — (.045-MIN THICK.) _ _ _ 2°HBC31ap 1cma0t,j 0 F1X14239R3 2EH8.._Sal Irma - Z 2!HCD3 tall tcma u 1 I (2)55OLTS $$WASG 2EHCD4 Sall tome n1 O 000 1 I THRU BOLTS w/55 WASHERS .- 2EMCC6lallicma e MINI mma q YHCB!IE ton) ALUM.OTHERS) RAI CLIP DETAIL 2M 118!.II'-4 tcn) 2HHB!IE tnf •• (BY OTHERS) - 2EHIIH!12-2!.-1 2!HNHE 141m) ALUMINUM STAND ZHNBE 12-4 Icnj 2EHN8616 ton) O O W O O O(1 2!H hIB912lcn stlka Q 26H I'I�2tos as 1 ZHHS9 2-5-10j i�WOOD CURS to (W OTHERS) 2EW1AD 1.11 lcma s CAULK AROUND $ � O USE YX B'.16 PERIMETER O O° //may\ 0 —STRAP IG OF&15E PAN NOTE:ALL OF THE WIND RESISTING EXTERIOR PANELS,INDIVIDUALLY OI ° e� O SEE DETAIL !; ° MEET OR EXCEED THEIR CAPACITY TO RESIST THE DESIGN WIND LOADS 0 - --- - - AS STATED IN THE CALCULATIONS AS REQUIRED 8Y THE FLORIDA (2)#12-14 x i'LG I i N (MF DRILLING TI TEFL FLEX STATE BUILDING CODE 2014.DUE TO THE INDETERMINATE NATURE OF OI N E THESE UNITS,DISTORTION AND DEFLECTION CANNOT BE ACCURATELY SELF DRLUNG STEEL i"-7�1•i , SCREW w/WASHERS N p m EVALUATED,BUT WITH DIAPHRAGM ACTION OF EXTERNAL O (OR EQUIVALENT) ry BASE PAN O N Q COMPONENTS AND INTERNAL STIFFENERS,THE BASE UNIT HAS THE I (,045'MW THICK.) O tX CAPACITY TO WITHSTAND THESE FORCES WITH INDIVIDUAL EXTERNAL USE YXB•IB a PARTS BEING CONTAINED.YEARLY INSPECTIONS OR DURING Il (G-901 STRAP EQUIPMENT MAINTENANCE,ALL TECH SCREWS,CABINET COMPONENTS, \ AS PER KM 1 CLIPS AND ANCHOR BOLTS ARE TO BE VERIFIED BY THE A/C \ o wood CURB CONTRACTOR.ALL DAMAGED CABINET COMPONENTS,LOOSE, O° o IBV OTHERS)) x7 LG WOOD CORRODED,BROKEN TECH SCREWS OR ANCHOR BOLTS SHALL BE woo0 scREws STRAP DETAIL REPLACED TO ENSURE STRUCTURAL INTEGRITY FOR HURRICANE WIND w/WASHERS (�— FORCES WOOD CURB J II oRFs •� � Miami Shores Village Building Department Fg , ..,.,?" APR 1 9 206 10050 N.E.2nd Avenue Miami Shores, Florida 33138 4 1' �° $Y: Tel: (305.).7.35.2204 •F�ax:(305)•-A56'.8972••.... AIR CONDITIONING REPLACEMENT DATA0000 0000.. 41 PERMIT NUMBER;jMC •••••• 0 • 0000.. 0000 . 0000. This form must accompany ALL air conditioning replacement permit applications. Each tot-Cha ngtoutmust ..:..' be on its own data sheet. Multiple units on single sheets are not acceptable. " " "•' '••••• 0000.. • ' ' ' . . • • . Job Address(where the work is being done):276 NE 104 ST ...... 0000.. 31138 ' City: Miami Shores Village County: Miami Dade Zip Codee• 0000 ;""; 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 ❑■ UNIT BEING REPLACED DATA NEW UNIT GOODMAN MANUFACTURER CARRIER AR60-1 AHU or PKG. UNIT MODEL# FV4CNB006L00 SRL60 COND. UNIT MODEL# 24ACB76OA003 8 KW HEAT 6 s NOM TONS 5 AHUJ5 CU35 PKG 1) M.C.A AH U16 C 5 PKG VIJ AHUbb CU So PKG 2)M.O.P AH CU W PKG AH C112.30 PKG 3)VOLTS AH U2&)CUA PKG N/A PKG UNIT PKG UNIT Pj EER/SEER 12.50/17.00, YES NO N/A REPLACING DUCTS YES NO YES NO N/A REPLACING THERMOSTAT YES NO YES NO N/A NEW 4"CONCRETE SLAB YES NO YES NO N/A NEW ROOF STAND YES NO YES NO N/A NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity(Wire Size): 6 THW 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 06 3. Voltage of Circuit(208/240/480): 230 4. Size Disconnecting Means: Contractor's Company Name: SOLAR BEAR SERVICES Phone: �d State Certificate or R istra ion N CA 7134 Certificate of Competency No. Signature Date: (5 1 b l (Qualifier's signature) t a (Revised02/24/2014) r ( ru anal CERTIFIED' li ter y.o . rL A g see Certificate of Product Ratings :...40: • ••• AHRI Certified Reference Number: 7176410 Date: 6/5/2015 • Product: Split System:Air-Cooled Condensing Unit,Coil with Blower • •• Outdoor Unit Model Number:24ACB760A•'31 „ „ ••„ • ��• Indoor Unit Model Number: FV4CNB006L Manufacturer: CARRIER AiR CONDITIONING , • • .. , ... Trade/Brand name: CARRIER �..' Region:All(AK,AL,AR,AZ,CA, CO,CT, DC, DE, FL, GA,HI,1D, 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, R1,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 reglon(s)for which they meet the regional efficiency requirement. Series name: PERFORMANCE SERIES PURON AC .. Manufacturer_responsible-for the rating of.this system combination Is CARRIER AIR CONDITIONING Rated as follows in accordance with AHRI Standard 2101240.2008 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): 57000` EER Rating .. ..... : ..:12.50 .. ..: . :. SEER Rating(Cooling): 17,00'. IEER Rating(Cooling): Ratings followed by an asterisk(')indicate a voluntary rerale of previously published data,unless accompanied with a WAS,which indicates an invotuntaryrerate. 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 products)listed on this Certlflcate.AHRi expressly disclaims all Ilabllity for damages of any kind arlsing out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certifted ratings are valid only for models and configurations listed in the i directory at virwmahrldirectory.org, TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRL This Certificate shall only be used for Individual,personal and confldential reference purposes.The contents of this Certificate may not,in whole or In part,be reproduced;copied;disseminated; Armn MI entered Into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.ahrldrrectory.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 rlghL 02014 Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE NO.: 130779841558410513 ;► USE TD042-2"X4",15 go, GENERAL NOTES CARRIER CUBE UNITS rE N . . . . "STEEL TIE DOWN CLIPS, �/ ` 1. SECTION.PIROPEFTIES WERE DERIVED BY cli BY BMP INT.INC 1 `� `�- �U THE MANUFACTURER. ,, _ m BASED ON A REVIEW AND ANALYSIS THE FOLLOWING UNITS 00 O O O O p G-90 GAL AS SHOWN 2:ALL UNIT COMPONENT(PARTS)ATTACHMENT " Liu 0 CONFORMS TO THE 2014 FLORIDA BUILDING CODE AND THE ASCE � �/ i �yol'EACH OTHER HAVE A MINIMUM OF a *co PRODUCT APROVAL7-10 WIND ANALYSIS CODE.SEE ENCLOSED ANCHORING DETAIL o FL#14239R3 (3)10-16 TECH SCREWS PROVIDING A -SEE DETAIL. C ACITY OF 2,595 LBS IN SHEAR S.F.=3m o REQUIREMENT AS SPECIFIED IN SECTION 1620,HIGH VELOCITY p _ p APR 19 2016 ( ) z- HURRICANE ZONES-WIND LOADS FOR MAX WIND SPEED OF 180 MPH O O 1 O g o NC G - 0)AND MAX HEIGHT OF 60 FEET. BY:_ � U u BASE PAN U ° O 2" (.045"MIN THICK.) �n Z aCARRfER AIR CONDITIONER MODEL LIST FOR UTC"CUBE STYLE BASE PAN UNITS" io 00UNITS UP TO 39'HIGH FOR UNITS OVER 39"HIGH TO UNITS VVER 44"HIGH TO (2)#12-14 x 1"LG(HWH#3)HILTI KWIK-FLEX 10 o0180 MPH WINO VELOCITY 44"HIGH FCR 180 MFH WIND 48"HIGH FOR 180 NIPH WIND X SELF DRILLING STEEL SCREW W/WASHERSo WITH AMAXIhUTv1BULDING VELCCITYWITHAMAXIbUM VELOCITY WITHAMAXIRUNI ® a HEIGHT OF 30' BUILDING HEIGHT OF CO' BUILDING HEIGHT OF 80' . o II - 0 0 00 0- EXPOSURE E);FIOSURE"D" EXPOSURE"C" o _ a PA13NR(1.5-3.5 ton,5 ton) PR 13rtR(4 ton) • • 0 U ry (V FOR CONCRETE FOUNDATION ATTACHMENT USE: (2)a'OX 2a"LG HEX HEAD STAINLESS STEEL J CA13(all tonnages) OO • BUILDEX TAPCON STEEL SCREWS(SHW4-214)AND CAI{1.5-4 Ton} CA13(5-Ton) O° O " 6"fb STAINLESS STEEL WASHERS OR 24ABB3(all tonnages) I I (2)J'OX 24"LG HEX HEAD BLUE COATED BUILDEX `N 24AB63C(all tonnages) O CLIP DETAIL ° TAPCON SCREWS (HW4-214)AND 1bYd STAINLESS 24ABC3 115 thry 4 Ton) 24ABC6{5 Ton} CB3 all tonna ) O o O O CONCRETE STEELWASHERSOR 24A ` It 9I { ges (2j a'QI X 3"LG POWERS WEDGE BOLT �11i01 I t t 24ACC3(1.64 Ton) 24ACCp(5 Ton) 24ACB7 12 4 Ton) 24ACB7(5 Ton) USE TD042-2"X4",15 ga, 24ANB311.63 Ton) 24MIB5(364 Ton) 2-1ANB6(5 Ton) / ' • • • / "STEEL TIE DOWN CLIPS, 24ANB7(4 Ton) ° BY BMP INT.INC %y 24ANB7{g3 Ton) 24ANB7(5 Ton,series 1) 24ANB7(5 Ton,sscs O) p O O O O p (G-90 GALV)AS SHOWN. Q O �.' V 1t 24ANB1{2-3,4,5 Tan,ssies 1} 24ANB1(2-3,4,5 Ton,series 1) O O PRODUCT APPROVAL ❑ W F lyj: cio 23AN8136(3ton) 24ANB1484ton 24ANB1fi0(5ton) F FL#14239R3 ? *- O OSEE DETAIL. O (� O O O rT Lu O. W I (� • • ALUM.STAND - cc • ' (BY OTHERS) .211 O (2) 1 LG iiia via CARRIER HEAT PUMP MODEL LIST FOR UTC"CUBE STYLE BASE PAN UNITS" XX (2 3)I�jiT -LG LEX W UNITS UP TO 39'HIGH FOR UI4ITS OVER 39'HIGH TO UNITS OVER 44"'HIGH TO Q SE ILLIN STEEL uZ 180 MPH WIND VELOCITY 44"HIGH FOR 1$0 MPH WIND 48"HIGH FOR 180tu1PF6 WIND O O" - 7 w/W SHERS !r LLJ WITH AMAXIhU%t BUILDING VELOCITY WITH MAXIMUM VELOCITY WITH MAXIMUM y u1 HEIGHT OF 90' BUILDING HEIGHT OF 50 BUILDING HEIGHT OF 30' 0 z USE ro IXPOSURE"D" EXPOSURE'D" EXPOSURE'C" l\ � __ _ 0 I O U T C. PHI 3NR(1.5-4 ton PH13NR I5 tan --#e T 'STEEL IED C(1Q U U V 0 ID CHI 3(all ton n es —� ° I° ►'ci 0GAL AS NW • o•••• 25t IBEt3 all tonna s • O— • (.045"BASE MAN INTHICK.) I I IDPROD CTtAPPRO Q W Q •• •• •�.i 25H B63-(sll tonnages) O �FL#i 23983 —3 •••• • Z 25HBO Z QC3(alltonnages) Q • 25HBC5(all torn ages)) L ••j i ZT2LCoC ••• 25gCD3(all tonnages) I THRU BOLTS w/SS —�••• LiJ • I I • o ••� 25-tCD4(all tonnages) O 00 •o••.. 25HCC5 Fall tornas ' ------ -- ---- =3s •• t 9 ) . . .. ALUMSTAND RAIL CLIP DETAIL ••o.., •• • • 25HC68(all tonnages) ZHCB315ton) . • • 2-94NB5(1.5-4 ton) 25HNB5(5 ton) / / (BY OTHERS) •• ••., ••• • • 25HrtH5{2-3.5 ton) 25k{NH5(4 ton) � � — ALUMINUM STAND �••�!� •w � • 25HNB8{24 ton) 25HNEO{5ton) O O 0 �> O • • • LU• 25HNB9 12 ton series 0} •— WOOD CURB • • •• ••� 25HNB9 12 ton series 1 25HN69(3-5 ton O f- • • s ••Q• (BY OTHERS) •• • Q 25VNA0 all tonna ^/ �, O CAULK AROUND • j• O � • �(I USE 2"X 8",15 go, PERIMETER • Q/ O GI O STRAP(G-90) OF BASE PAN - �c /J/111 AS PER PLAN p NOTE: ALL OF THE WIND RESISTING EXTERIOR PANELS,INDIVIDUALLY oI SEE DETAIL ( o MEET OR EXCEED THEIR CAPACITY TO RESIST THE DESIGN WIND LOADS O O I (2)#12-14 x i"LG - � LO a � AS STATED IN THE CALCULATIONS AS REQUIRED BY THE FLORIDA 01 - N (HWH#3)HILTI KWIK-FLEX , � O C STATE BUILDING CODE 2014. DUE TO THE INDETERMINATE NATURE OF SELF DRILLING STEEL ---!....: LO N Y THESE UNITS,DISTORTION AND DEFLECTION CANNOT BE ACCURATELY I SCREW w/WASHERS r CV a m EVALUATED,BUT WITH DIAPHRAGM ACTION OF EXTERNALI a (OR EQUIVALENT) ry BASE PAN O N Q COMPONENTS AND INTERNAL STIFFENERS,THE BASE UNIT HAS THE (.045"MIN CK. O CAPACITY TO WITHSTAND THESE FORCES WITH INDIVIDUAL EXTERNAL USE PARTS BEING CONTAINED. YEARLY INSPECTIONS OR DURING I (G-901 STRAP — - - zz Y 3 EQUIPMENT MAINTENANCE,ALL TECH SCREWS,CABINET COMPONENTS, \ O AS PER PLAN woo)CU a v 0 CLIPS AND ANCHOR BOLTS ARE TO BE VERIFIED BY THE A/C O CONTRACTOR. ALL DAMAGED CABINET COMPONENTS,LOOSE, \ 0 JO (4)#12 x2"LG (BY OTHERS) CORRODED,BROKEN TECH SCREWS OR ANCHOR BOLTS SHALL BE \ O WOOD SCREWS STRAP D I REPLACED TO ENSURE STRUCTURAL INTEGRITY FOR HURRICANE WIND 0 w/WASHERS FORCES O WOOD CURB S- 1