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MC-15-2831 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-247434 Permit Number: MC-11-15-2831 Scheduled Inspection Date: December 30,2015 Permit Type: Mechanical - Commercial Inspector: Perez,JanPierre Inspection Type: Final Owner: , Work Classification: A/C Replacement Job Address:651 NE 88 Terrace Miami Shores, FL 33138- Phone Number (305)868-8203 Parcel Number 1132060120020-651 Project: <NONE> Contractor: UALITY COOL AIR CONDITIONING INC (� Phone: (786)395-2188 Building Department Comments REPLACE AIR CONDITIONING UNIT ON ROOF. Infractio Passed CommentsINSPECTOR COMMENTS False Z-) _ Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection a Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 29,2015 For Inspections please call: (305)762-4949 Page 12 of 34 �$ $ ( „� Miami Shores Village Pef � } v �5 �� CJ0mm4R 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 �� Phone: (305)795-2204 ... # Expiration: 06116/2016 Project Address Parcel Number Applicant 651 NE 88 Terrace 1132060120020-651 BISCAYNE 88 TERR.LLC Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell BISCAYNE 88 TERR LLC 1951 NE 149 Street (305)868-8203 MIAMI FL 33181- 1951 NE 149 Street MIAMI FL 33181- Contractor(s) Phone Cell Phone Valuation: $ 5,400.00 QUALITY COOL AIR CONDITIONING II (786)395-2188 . ....�,..� Total Sq Feet: 0 Tons:4 Available Inspections: Additional Info:REPLACE AIR CONDITIONING UNIT ON RO Inspection Type: Classification:Commercial Final Approved:In Review Review Mechanical Comments: Date Approved::In Review Date Denied: Type of Work: Scanning:3 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.60 Invoice# MC-11-15-57704 DBPR Fee $2'84 11/18/2015 Check#:3142 $ 163.28 $50.00 DCA Fee $2.84 Education Surcharge $1.20 11/09/2015 Check#:3138 $50.00 $0.00 Permit Fee $189.00 Scanning Fee $9.00 Technology Fee $4.80 Total: $213.28 In consideration of the issuance to me of this permit, I agr a to erto the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawl gs,st teme is or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work d by el er m self, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WIN WS,D OR ,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing inform is acc r e and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-na a ntractor to do the work stated. November 18, 2015 Authorized Signature:Owner / Applicant / C ntractor / Agent Date Building Department Copy November 18,2015 1 Miami Shores Village o✓ -- =� � � Building Department N® 6 2015 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 ' ': Tel:(305)795-2204 Fax:(305)756-8972 LI INSPECTION LINE PHONE NUMBER:(305)762-4949 TT FBc 20 BUILDING Master Permit No., M�-� �5— 2,931 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING "ECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP p CONTRACTOR DRAWINGS IVF:ADDRESS:_ 6 City: Miami Shores County: Miami Dade Zip: 3 3/ Folio/Parcel#:_ '�J'cZQW 12M 2© —(p$'I is the Building Historically Designated:Yes NO 6K Occupancy Type: Load: ConstructionCl2,�Type: �„ Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): �� 91 S ( /r`D ' Q.r,,.Qn l LC.c Phone#: '2�*(0 Address: ���nI S OL 13n Ok t ll 1 ' G S City: M, CJ I State: l Zip: Tenant/Lessee Name: F Y en r,h hone#: Email: CONTRACTOR:Company Name: t ` j 416614 Phone#(rlft)J Address: t City MI State: Zip: Qualifier Name: V&jrA( Phone#: State Certification or Registration MO—A-02-1121?)S72 Certificate of Competency M Cot-c /1?,/ &s-- -' DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 5•`IyJ• Square/Linear Foot a of Work: Type of Work: [IAddition ElAlteration ❑ New Repair/Replace ❑ Demolition Description ofof.Work: � � Q �' (20/_ ( �l � (OKI Specify color of color thru tile: Submittal Fee$ Permit Fee$ l �0VCCF$ CO/CC$ Scanning Fee$ Radon Fee$ d 9e DBPR$ C�, Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ _ TOTAL FEE NOW DUE$__ b 2. 9 (ReWsedo2/24/2M4) 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 inspectiorAhich occurs seven (7) days after the building permit is Issued. In the absence of such posted notice, the Inspection will not b roved and a reinspection fee will be charged. Signature I Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this -day of P o" -�`I''�' 20 IC> by !_day of 40 ,r' .20 !S by ,,.V. C A-..C.-2 .who is personally known to OSCa-Ir R✓ ;/ ,who is personally know, n to me or who has produced 0 (n�• 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: Sign: Sign: Print: C"X lJ yX l Print:_ U6�e c, eCgyJ03 YUDERKA RODRIGUEZ Seal: SHARON ANN COX mal' ,Aw'ovl * MY COMMISSION#FF 205561 r°`ter PGA4� MY COMMISSION#FF124989 EXPIRES:Mad 24,2019 EXPIRES:MAY 20,2018 Bonded Tluu Budget Notry 5eftes sass***** � �s9AB(iBil�li�lllihel�ir�i�Yd4SYfi� ssrrsssssssssss •s�ss�s*ssssares�ssssssss:sssssssssssssssssssssssss*sss XAPPROVED BY V ans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application-Miami-Dade County Page 1 of 1 OFFICE OF THE PROPE R TY APPRAISER .• Summary Report Generated On:11/9/2015 Property Information Folio: 11-3206-011-0190 �a Property Address: 650 NE 88 TERSfl �4 Miami Shores,FL 33138-3363 ' 1, Owner 88 BISCAYNE MANAGEMENT LLC C/O CJ LAW 1395 BRICKELL AVE 800 1 ' Mailing Address . MIAMI,FL 33131 USAF Primary Zone 6200 COMMERCIAL-ARTERIAL = Y Primary Land Use 1111 STORE:RETAIL OUTLET a Beds/Baths/Half 10/10/0 Floors Living Units 0 Actual Area Sq.Ft k I f Living Area Sq.Ft Adjusted Area 9,537 Sq.Ft Taxable Value Information Lot Size 25,621 Sq.Ft 2015 2014 2013 Year Built 1954 County Assessment Information Exemption Value $0 $0 $0 Year 2015 2014 2013 Taxable Value $1,290,477 $W,9421 $894,145 Land Value $896,735 $563,662 $512,420 School Board Building Value $348,477 $335,570 $335,570 Exemption Value $0 $0 $0 XF Value $45,265 $45,710 $46,155 Taxable Value $1,290,477 $944,942 $894,145 Market Value $1,290,477 $944,942 $894,145 city Assessed Value $1,290,477 $944,942 $894,145 Exemption Value $0 $0 $0 Taxable Value $1,290,477 $944,942 $894,145 Benefits Information Regional Benefit Type 2015 2014 2013 1 Exemption Value $0 $0 $0 Note:Not all benefits are applicable to all Taxable Values(i.e.County, Taxable Value $1,290,477 $944,942 $894,145 School Board,City,Regional). Sales Information Short Legal Description Previous OR Book- Price Qualification Description ASBURY PARK PB 4-110 Sale Page LOT 19 LESS FED HWY 29604- Corrective,tax or QCD;min LOT SIZE 25621 SQUARE FEET 04/20/2015 $100 2999 consideration OR 22120-0744-47-50 0304 6(6) 01/15/2014 $8,700,000 20428 Qual on DOS,multi-parcel sale 03/01/2004 $0 22120- Sales which are disqualified as a result 0750 of examination of the deed 09/01/1999 $125,000 18799 Other disqualified 0828 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 hftp:/Mww.miamidade.govriinfo/disclaimer.asp Version: http://www.rniamidade.gov/propertysearch/ 11/9/2015 Detail by Entity Name Page 1 of 2 sm x Detail Florida Limited Liability Company 88 BISCAYNE MANAGEMENT, LLC Filing Into ation Document Number L14000009758 FEI/EIN Number 47-4571559 Date Filed 01/17/2014 Effective Date 01/17/2014 State FL Status ACTIVE Principal Address C/O CJLAW 1395 BRICKELL AVE., #800 MIAMI, FL 33131 Mailing Address C/O CIO Management LLC P.O. Box 490975 Key Biscayne, FL 33149 Changed: 02/02/2015 Registered Agent Name&Address CIO Management LLC 1395 BRICKELL AVE., #800-CJLAW MIAMI, FL 33131 Name Changed: 02/02/2015 Address Changed: 02/02/2015 Authorized Persons) Detail Name&Address Title MGRM LFNG, LLC C/O CIO Management LLC P.O. Box 490975 Key Biscayne, FL 33149 Title MGRM http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 11/9/2015 Detail by Entity Name Page 1 of 2 (5 m 1 Detail by Entity Name Florida Limited Liability Company LFNG LLC Filing Information Document Number L14000008648 FEI/EIN Number 37-1750247 Date Filed 01/16/2014 Effective Date 01/15/2014 State FL Status ACTIVE Principal Address C/O CJLAW 1395 BRICKELL AVE. #800 MIAMI, FL 33131 Mailing Address 1920 E Hallandale Beach Blvd Suite 505 Hallandale Beach, FL 33009 Changed: 02/25/2015 Registered Agent Name&Address MARILI CANCIO JOHNSON PA 1395 BRICKELL AVE#800 MIAMI, FL 33131 Address Changed: 02/25/2015 Authorized Person(s) Detail Name &Address Title AR MARILI CANCIO JOHNSON PA 1395 BRICKELL AVENUE#800 MIAMI, FL 33131 Annual Reports Report Year Filed Date 2015 02/25/2015 http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 11/9/2015 Detail by Entity Name Page 2 of 2 Document Images 02/25/2015--ANNUAL REPORT" View image in PDF format 01/16/2014-- Florida Limited Liability View image in PDF format Cogvriaht::^c_,and Privacy Policies State of Florida,Department of State http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 11/9/2015 — s ::Nov. 5. 2015 3:24PMTIFICATE OF LIABILITY INSURANCE No. 1402 DP. llwoDrm —.—Nov. 1 1'1(05115 PRODUCER FUet InSuran t�(aro up THIS CERTIFlCATE IS ISSUED AS q MATTER OF INFORMATION 10967 SW 40 St ONLY AND COM=ERS NO RIGHTS UPON THE CERTIFICATE . Miami,FL$3165 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE CQYERA E AFFORDED BY THE PO CIES BELQ , Phony (305j221-7878 Fax (305 854-708p INSURERSi AFFORDING COVERAGE NAIL� INSURED QUALITY COOL,AIR CONDITIONING INC INS RERA UNITED SPECIALTY INSURANCE 1571 SW 153 Rd Path INS ER a: AM TRUST NORTH INSURANCE MIOMI,FL 33194 INSURER C: INSURER D: INSURER E. COVERAGESINSURER P. THE POUCIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,AGGREGATE UMRS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR ADtrL L TYPE OF INSURANCE POLICY NUMBER OUC yea NE POUF E D N LIMITS GENERAL LIABILITY OMCHEURRENCE 1,000,000 © COMMERCIAL GENERAL LIABILITY SII1027610619 03/31/15 03/31/18 (t� 1000000 A ❑❑ CLAIMS MADE [f OCCUR nyone person) 5.000 NAL 8,ADV INJURY 1,000,000 AL AGGREGATE 2,000,000 GEN1-AGGREGATE LIMIT APPLIES'PER: PRODUCTS-COMP/OPAGO 2,000,000 ❑ POLICY Cl PROJECT ❑ Loc AUTOMOBILE LIABILITY a ANY AUTO COMBINED SINGLE LIMIT ❑ ALL OWNED AUTOS (En accident)JURY IN B ❑ ❑ SCHEDULED AUTOS BODILY INperson) ❑ HIRED AUTOS ❑ NON OWNED AUTOS BODILY INJURY El (Per aceldent) PROPERTY DAMAGE GARAGE LIAPer accident) BILITY AUTO ONLY-EA ACCIDENT ❑ o ANY AUTO OTHER THAN EA A AUTO ONLY: AGG EXCESSRIMBRELLA LIABR.ITY EACH OCCURRENCE ❑ C] OCCUR Cl CLAIMS MADE AGGREGATE_ Cl DEDUCTIBLE ❑ RETENTION S RICERS COMPENSATION AND ❑ C TMTU OTH_ EA9PLOYERB'UA 31LITY AWC1025721 10105/15 10/05/16 B ANY PROPRIETOR/PARTNER/EXECUTIVE ET EACH ACCIDENT 500,OQO OFFICER/MEMBER EXCLUDED? U Yes,describe under E.L.DISEASE-EA 16MPLOYEE 500,000 SPECIAL PR ISIONS below E.L.DISEASE-POLICY LIMIT 500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS AIR CONDITIONING REPAIR AND INSTALLATION. Kva� CERTIFICATE HOLDER 5!jqM, gAikELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES Bg CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL MIAMI SHORES VILLAGE ' 1006%(3IR DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO BUILDING DEPARTMENT MMI FL •3�LEFT,BUT FAILURE TO DO SG SHALL IMPOSE NO OBLIGATION OR LIABILITY 10050 NE ^�AVE g�2217 NY KIND UPON THE INSURER,ITS AGENTS OR REPRE89NTATNLS. MIAMI SHORES FL 33138 UTHOREWD REPRESENTATIVE! f ' ACORD 25(2001/08)QF 0 ACORD CORPORATION Igoe I N0V 2015 1 e i is e of 'pro �t AHRI Certified Reference Number: 7501860 Date: 11/6/2015 I. Product: Single-Package Air-Conditioner,Air-Cooled Model Number:4TCC4048A1 Manufacturer:TRANE Trade/Brand name:TRANE 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,NO, 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:XR14 Mart, gy ►xt"NEE- TRANE, �s • �ta , rd 8=240 2#08 fiUnAi l ource• Rat cco ie h` i� •• Heat - wp tett art ubact to veri cat of`�tlrtg curacy AF" 4 l~ third pa ax x z � • ` •• �-a - r c a G3@ ki • a ir� dl •• • �o 3 apOty 46 0` cltuh r � • >> • f 'i*r •- •• S , � c 1 v, c • s� y� � T �y •• 141 x �f!�N ,�£ • _ .9 `' adv , , .�, u ! ��A • • • •Ratings followed by an asterisk r)indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerats. 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.shridirectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and c=dential reference purposes The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; mm j 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-CONDRIONING,HEATING, &MTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.abridirectoryorg,click on"Verify Certificate"link we make life better- and enter the AHRI Certified Reference Number and the date on which the certificate was Issued, which Is listed above,and the Certificate No.,which is listed at bottom right 13i381297� 1� 02014 Air-Conditioning,Heating,and Refrigeration Institute .4AM NO,: Y c v ENGINEERING Technical Evaluation Report EXPRESS® DIVISION:23 08 00—COMMISSIONING OF HVAC R X.P.E.R.T.(Engineeringpre6s Preduet Ewlua9on Repor!) THIS DOCUMENT CONTAINS(3)PAGES:THE FINAL PAGE MUST BEAR AN 160 SW 12TH AvE Surm 106,DEERE mm BEACH,FL 33442 ORIGINAL SIGNATURE&SEAL OF THE CERTIFYING PE TO BE VALID FOR USE (954)35406601 ENGINEERINGEXPRess.coM (Issued October 26,2015 Subject to Renew October 25,2016 EVALUATION - r -r &TRANE i2 SERIES UNITS&T—ANETER-15-2949 REPORT HOLDER: Akgf`IL.I�LJ S?iVff4611ir TRANS—INGERSOLL RAND 6200 TROUP HIGHWAY HEATING & AIR CONDITIONING TYLER,TX 75707, USA ;l i 903-730-4602(TRANE.COM 7A141 F SCOPE OF EVALUATION(compliance with the following codes): •h THIS IS A STRUCTURAL(WIND)PERFORMANCE EVALUATION ONLY.NO ELECTRICAL OR COOLING PERFORMANCE RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED HEREIN. a . fT This Product Evaluation Report is being issued in accordance with the requirements of the 5th Edition Florida Building Code(2014)per FBC Section 104.11,FMC 301.15,FBC Building Ch.16,ASCE-7-10,FBC NOTE:GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR Existing Building sections 701.1,708.6.1,FBC Building 1522.2,and FBC ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER IN APPEARANCE Residential M1202-1,M1301.1,FS 471.025,Including Broward County Adjustment factors noted herein and the applicable codes must be Administrative Provisions 107.3.4.The product noted on this report has considered,where applicable. been tested andfor evaluated as summarized herein. Ali supporting components which are permanently installed shall be IN ACCORDANCE WITH THESE CODES EACH OF THESE protected against corrosion,contamination,and other such damage at all REPORTS MUST BEAR THE ORIGINAL SIGNATURE&RAISED times. SEAL OF THE EVALUATING ENGINEER. Fasteners must penetrate the supporting members such that the full length of the threaded portion is embeddecIwithin thoMa"Aamber••.••• SUiISTANTUITiNG DATA: This evaluation does not offer any elluatloroto meet large missile impact• •Product Evaluation Documents Test Reports debris requirements which typically are riot Aulred f$rathis 6 of prod Milt. Substantlat•ng documentation has been submitted to provide this TER and ease" • Is summarized in the sections below. UNIT CASING MATERIAL: 669:06 • •Structural Engineering Calculations 20ga galv.sheet steel E831 01001 **so •••• • • Structural engineering calculations have been prepared which evaluate the Removable Top&side covers secured fit #12TEK%Wgw•(6 min•&)a•• product based on comparative and/or rational analysis to qualify the Knockouts provided for utility,&control connections. • • following design criteria: ••e••: i •so • ••••• • Maximum allowable unit frame wind pressure Integrity FINISH' •• •• sees ••••.• Baked Enamel •••••• . • • Maximum allowable uplift,sliding,&overturning moment • • • 000000 for ground and roof applicationsIN • ••• • STALLATION: . . • • • Shall follow manufacturer speciflcatti II as info e Calculation summary is included in this TER and appears below, herein •0 so provided • NOTE:No 33%increase in allowable stress has been used In the design of this product. OPTIONS: This evaluation is valid for Impak(i)DCY,DCZ,TCC,TCX,TCY,WCC, INSTALLATION: WCX,WCY,WCZ,YCC,YCX,YCY,&YCZ Series as defined below. Example:4dcy4024 Ic in 4•digit=metal louvers,x y,or z In 4°t digit= The product(s)listed above shall be installed in strict compliance with this plastic louvers,YCC is gas electric,DCY,DCZ is dual fuel,WCC,TCC is TER&manufacturer-provided model specifications. heat pump&cooling only,respectively. The product components shall be of the material specified in the The critical unit designs have been determined&used In this evaluation manufacturer-provided product specifications.Ali screws must be installed in accordance with the applicable provisions&anchor STRUCTURAL PERFORMANCE: manufacturees published installation instructions. Models referenced herein are subject to the following design limitations: Up to and including 180mph(Vult) LIMITATIONS&CONDITIONS OF USE: ASCE 710 Exposure Categories B or C Use of this product shall be in strict accordance with this TER as noted (Exposure D requires site specific evaluation) her#n. Up to 109 MRH,36"Base Height Above Roof Thttupporting host structure shall be designed to resist all HVHZ Rated(&NON-HVHZ) superimposed loads as determined b others on a sites around or Roof Application per installation instructions y pacific basis as may be required by the Authority Having Jurisdiction.Host structure Maximum Rated Wind Pressure: conditions which are not accounted for In this products respective anchor schedule shall be designed for on a site-speck basis by a registered 176 sf Lateral 85 sf Uplift professional engineer.No evaluation is offered for the host supporting p p p gess DL) structure by use of this document; The FOG 14 defines APPROVED SOURCE(Sacdan 22)ae:An indsperldem press firm Or carparation,approved by the buNng ofiidel,who is competent wid experienced In the appdcadon of enghasi g printwes ro materiels,meihads Or system analyses"EngirleedM Expres*professlonais meet the Competency retruhements as defined in the FBC and am seal their wok EMIneartng ExpresO is Mau" engaged In conducting and providing GgMea to evelnedoas of sing"snant and fu9•sc4e bills tng systems tests.We TER is developed from test reports Complying with FeC Section 104.11.1 Research reports, %Wch states,'SupporlIng data,where necessary to assist in the approval of materials or assemblies not specifiedly provided for In this cele•shall consist of vafid research repots from approved sourco- AMERICAN STANDARD&TRANE 12 SERIES UNITS Engineering ExpressTER-15-2949 SECTION 2 PRODUCT INSTALLATION •. r v3,. o . 9..q M - J SAYEXMKO03AA CLIP-G90 Steel 1 718"TALL Roof or Fasten to cabinet using(3)#12-24 X 3%, ground substrate SAE Gr5 unit screws ea.clip: (concrete,wood, Use existing#12 screw locations 8 create additional steel,see Anchor Gips—see chart anchor points at equal spacing as permissible to like schedule below) below for quantity& material.SAE GR5 ASTM A449 washer to secure Installation anchors anchor to supporting structure. ANCHOR SCHEDULE TO HOST STRUCTURE Bldg. Concrete jAnchor Wood Anchor Steel Anchor CURB CLIP SCHEDULE Height #Clips Tye #Gips Type #Clips Type #of Clips Ground 2 Long 1 Short A 262S C 2L-1S D Ground 2 Long Sides,l Short Sides Up To 30' 3L-1S 8 XXXX XXXX 4L-2S D Up To 30' 4 Long Sides,�.Shoat Sides Up To 60' 5L-1S B XXXX XXXX 5L-2S D Up 70100' 6L-1s B XXXX XXXX 6L-2S p Up To 60' �5 Logg Sides,ZS1 N'Sides ••• • Up To 100' �i9dngSides,l Short Sides •• #Clip Designation(3L=ea long side,ZS=ea short side,or 8 total clips) • Anchor TvoesTo Host Structure• 3 long sides,1 shoat fdes= 8 t8tal clips • 9904•• 0 • A)1/4"X 21/2"embed i1W Tapcon 3"from 3,000psi min cont.face 9 6 STEN TO CA9Ul�rt1 NG •••••• B)5/16"X 21/2"embed ITW Tapcon 3"from 3,000psi min cont.face ••mapNo#12I SCREW6•••• *Ad0(2)sCRE1N5(3 EA TOTAL • • C)1/4"Wood Lag Screw 11/2"embed to#2 SYP min.3/4"from edges ••r 133E ADD�r�101�L CHOR •••' D)1/4-20 Metal Screw to 3/16"gr50 steel min.3/4"from edges ---=H_ •• ?S A EI. rBI� � ING ASMATERIAL e o o•e ,._� •9999• • • CURB MOUNT APPLICATIONS • • Nate:Design 8 installation of curb to host • �.Mt ��:0E�0 0 0••••• • • by others per site specific conditions • • • :0000 FF 0 x �^ CURBACCESSORt'o • Oil BAYU11L1018 BAYUTIL1026 (2)#12 X"/4-SMS EA CURB CLIP o m VIEW A 000 KOLo A BAYEXMKO02A Utility Curb Clip: BAYEXMK001A Perimeter or adaptor 5.57"neck,2.05"wide,6.00"base Curb Clip:1.83"neck,2.05"wide,6.00" width,169a gaiv.sheet steel base widK I Sga gaiv.sheet steel ES3101001 ES3101001 IN ALL CONDITIONS IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO ENSURE THE HOST STRUCTURE IS CAPABLE OF WITHSTANDING THE RATED GRAVITY,LATERAL,AND UPLIFT FORCES BY SITE-SPECIFIC DESIGN.NO WARRANTY OF ANY KIND,EXPRESSED OR IMPLIED, IS OFFERED BY INERSOLL RAND,TRANE,OR ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS INCURRED BY THIS UNIT. ENGINEERING EXPRESS®160 SW IV AVE.SUITE 106 DEERFIELD BEACH,FL 33442 Page 2 (954)354-0660 ENGINEERINGEXPRESS.COM 9d8 AMERICAN STANDARD&TRANE 12 SERIES!UNITS Engineering Expres sO I TER-1 ti C'f ON 3 SUPPORTIN GAL ULATIONS A TEST COMPARATIVE ANALYSIS SUMMARY F433250 heten tons Rauf UpiNi lawswe Lergeside Short Ishartsidelshonswe C.crrh nent5 Model W(1 I Max Let i�ttrp Force Side CNertutn Texaco Side overturn Tension MI H Height Prt��Pres(psd} FarMb} (ib) Force(Ib) lirt-4bl ON 4RCY4020 6250 35.3750 395 Ground 74.00 58.E 648.3 9203 17528.5 406.5 784:0 30277.6 598.1 6250 35375D 385 30' 14LW 68.00 8tlflty 17535 32482.2 753:2 1493.8 466699 921.9 62511 3.5;3750 385 60' 959.00 77.00 936:4 1977A 36635.7 9495 16845 53496.7 1056.7 6250 35.3750 US 100' 176.10 85M 1057.7 21882 405473 940.2 1864.6 59752.3 1188.3 HiBhestuputfarce-M 4WCC4048 44.3125 58.5625 393750 425 Ground 74.00 58.00 790.2 1185.0 24614.3 5555 896.6 40791.4 696.5 44.3125 58.5625 393750 425 30' 141M 69:90 970-4 22579 45958.2 1037.1 17085 62050,9 105%6 44:3125 515625 39.3750 42560' 159,00, 77.00 1132.6 2546:1 51832.3 1169.7 192&6 71093.9 1214.0 40125 %5625 39.3750 425 1011' 17CM 8500 127U 2818.3 57369.0 1294.6 2132:5 79370.7 18553 Mghest large side to*Wr M, 4WCC4060 44.3125 gFS-M 4LS750 490 Ground 74.00 58.(#9. 7'51,23245;2 27044.4 6104 +342.2 43488,2 708.4 Filghsst large side fo ve�-M,hiewsc. 443128 5x.5.625 41.9750 490 30' 149:401 68M 93L4 2972,S 50588.6 114,,6, 1795.2 64412.6 1099.9 Beall panel fores.M,hwwKSmall 44.3125 58.5625 4&3750 490 60' 15990 77.00 1093.61 Z67SA 57053.8 2287.5 1 7.024.4 73902.9 1261.9 panel tensiowm 44.3125 58.5625 413750' 490 JW 176.00 45.00 22378 2961.5 83148.8. 1425.1 2140.9 82602.1 1410.5 Withest upilff-P 4WCX3648 46.0625 603175 373750 425 Ground 74.00 58. 1 864.0 1158A 22983.4 499.0 88+4.7 42587.1 7061 46:0625 60.3125 37.3750 425 30' 14LW 68.00 1056.9 2207.2 42813.5 929.5 168S.7 63374,1 1050.8 46.0625 60.3125 37.3750 425 60" 259.W 77.00 1230.5 2489.8 48286.4 10483 19M9 72631.7 1204;3 46.0625 60.3125 373750 425 100' 176.00_ 85.00' 1384.9 2755.1 53443.7 1160.2 2104.2 810843 1344,4 4WCZ6048 46.0625 60.3125 4L3750 479 Ground 74:00 58.00 431.6 12624 27864.9 604.9 979.4 45338.3 751.7 Highest large side force-P hlghwt 46.0625 60.3125 413750 479 30' 141.00 68M 1024;5 2443.4 52114A 1131.4 18661 69500.7 1152.3 short side force-P,highest"a 46AS25 603125 413750 479 60* 15%00 77.00 1198.1 2755.4 58775.1 127130 2104.4 79665.2 3320.9 side tension-P 46:(8625 60.3125 413750 479 190' 176.00 85.00 13x23 3050.0 65053.9 .3412 3 2329.4 88974.2 1473.2 critical camti- upw ateoslon c wd"fw ail models.Worst case reactions are highlighted above&used for worstcasetilpcalculationa EVALUATiCIN MW&SMB MATROL TEST REPORTS UTILIZED ELEVATIONS&DIMENSIONS(EXAMPLE) 41DCY I M,30, ,48 #07118.01-1 (1-113/2015) pGZ. 36,46,64iaa-z7rstl Miami Dade Test Notification: , TOC 3 35A%60 0228.0438 iiseltx � rT ft WX 3 U448,60 American Test Lab of S.FL CWTAAGrI TCY 4 24,30A,4Z48,60 (type XB/XRIXWXL Units) %CC 3 36.9,+ • ER•TLR100318 Io • YifCC 424,311,3&, , ice .ra_oz � • • (unit w IM clip testing) tor. 1161 ••• 000000 CX 3 36,48,E (312512010)FBC 1620 loading • • WCC 4 24,30,9 6D seer-g► •• 4-iws;**so: wCz 6 ,sp Note:comparative analysts method YCC :. 3.36A8,60 utilized for Comparative materials&' •• ••�•a• fabrication methodology i . •• ••••• YCC 4 24,A36,4ZMt60 e d • •••• • Y�lt 3.36,4%60 o, - • ea • YCY 7A30,36,42,4$i l • • • YC;t 6 36,4460 aAir ••. ••• e • • f"Tra 4r gROWTi••s out%ei ORIGINAL SIGNATURE AND RAISED SEAL REQUIRED TO BE'VALID PER CODE: .Im O 25.40 F V11 Std I11 ^gig -469.93 ^ WUASA'rf+DRAIN FOR Flank L.Bennar4o,P,E.,SECB lis-4421 19.0 1314:1 rOKE NPT ENGINEERING EXPRESS--D PE#004650CA#9885 Mote;4WCC4 IHusfrablOn selected for dimensional summary purposes ENGINEERING ExPssO 160 SW 12TH AVE.SUITE 106,DEERFIELD REACH,,FL 334142 Page 3' (954)354-0660'ENGiNEERINGEVRES&CORII