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MC-16-2003 (2) Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-263537 Permit Number: MC-7-16-2003 Scheduled Inspection Date: July 25,2016 Permit Type: Mechanical - Commercial Inspector: Perez,JanPierre Inspection Type: Final Owner: SHANDLOFF, NED Work Classification: A/C Replacement Job Address:211 NE 98 Street Miami Shores, FL 33138-0000 Phone Number ParcelNumberNumber 1132060134350-211 Project: <NONE> Contractor: C&R AIR CONDITIONING CO Phone: 305-685-6394 Building Department Comments EXACT REPLACEMENT OF 3 TON PACKAGE UNIT. Infractio Passed Comments INSPECTOR COMMENTS False MAIN BLDG: 9801 NE 2 AVE Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 22,2016 For Inspections please call: (305)762-4949 Page 21 of 39 T4. Miami Shores Village #Ct1ltf I pe ")t 'WColl ),1 10050 N.E.2nd Avenue NE y�APyT " Miami Shores,FL 33138-0000 w Phone: (305)795-2204 F 11. Expiration: 01116/2017 Project Address Parcel Number Applicant 211 NE 98 Street 1132060134350-211 SHAPAR REALTY CO Miami Shores, FL 33138-0000 Block: Lot: Owner Information Address Phone Cell SHAPAR REALTY CO 9497 OLD PINE Road ()__ BOCA RATON FL 33428- Contractor(s) Phone Cell Phone Valuation: $ 5,155.00 C&R AIR CONDITIONING CO 305-685-6394 (954)680-4494 Total Sq Feet: 0 Tons:3 Available Inspections: Additional Info:EXACT REPLACEMENT OF 3 TON PACKAGE 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 DBPR Fee Invoice# MC-7-76-60635 $2.71 07/20/2016 Credit Card $ 154.44 $50.00 DCA Fee $2.71 Education Surcharge $1.20 07/18/2016 Credit Card $50.00 $0.00 Permit Fee $180.42 Scanning Fee $9.00 Technology Fee $4.80 Total: $204.4 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in complian with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the prope authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work don by either myself, my agent, servants, or employes. I understand that separate permits are required Tnandzoning. TRICAL,PLUMBING,MECHANICAL,WIND S,DOORS,R ING and SWIMMING POOL work. OWNERAVIT: I certify that all the foregoing informs on c toVntt#11 work will be done in compliance with all applicable laws regulating construcFuthermore,1 authorize the above-na r July 20,2016 Authorized Signature:Owner / Applicant / Contracto / Agent Date Building Department Copy July 20,2016 1 '7�� Zit i� Miami Shores Village Building Department JU 18 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 y' -- I /J A,, Tel:(305)795-2204 Fax:(305)756-8972 Ls% INSPECTION LINE PHONE NUMBER:(305)762-4949 IFRC 20 1,4 BUILDING Master Permit No. �o 2-0) PERMIT APPLICATION Sub Permit No. BUILDING [:] ELECTRIC 7 ROOFING 7 REVISION 7 EXTENSION� [:]RENEWAL []PLUMBING MECHANICAL 7PLIBLIC WORKS 7 CHANGE OF CANCELLATION SHOP Q CONTRACTOR DRAWINGS JOB ADDRESS: I t QJ C T CVAJ _ c�� TO13G•' ICi : Miami Shores C un y: Miami Dade Z113: �3 13 8 Folio/Parcel#:_ 1:3 20 6d l X50 — ZI` Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFff-EE,: FFE:: OWNER:Name(Fee Simple Titleholder):_,Gt 1, +'�'Pitt • 1_ Phone#:� -7T? Address: ��C( `ck City: CtA Q'9 State: L Z_ Tenant/Lessee Name: LIS 1 ��S VS, t- S`,LA (+D Phone#,-?)O C-7S?-lob Email: __—- U;j ice t i(A1 e CwvG P �lbl CONTRACTOR:Company NaAAm!!e: //�" t l,- ►r� . Co . Phone#: IT Address: 0-7 ,3 !� K� y City: M t,Q M State: F( Zip: -J 3 0 If Qualifier Name: Phone#: State Certification or Registration M C, AC- I C 91 L4 Certificate of Competency#: DESIGNER:Architect/Engineer; Phone#: Address: 00 City: State: Zip: Value of Work for this Permit: Square/Linear Footage of Work- Type of Work: ❑ Addition ❑ Alteration ❑ New depair/Replace ❑ Demolition Description of Work. Specify color of colo(r',t(h�ru tile: Submittal Fee$ v . v Permit Fee$ IYA) i CCF$ COXC$ Scanning Fee$ Radon Fee$ ' DBPR$ 1 No ry$ Technology Fee$ a F " Training/Education Fee$ 0 Double F $ 4— Structural Reviews$ Bond$ TOTAL FEE NOW DUE!$ (Revised02/24/2014) 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 on estimated value exceeding$1500, 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. 1 ,)�Signature Signature % \J WC OWNER or AGENT CONTRACTOR The foregoin9g instrument was acknowledged before me this The foregoing instrument was acknowledged before me this of J 20 by �`day of .J CJ 1 .20 by ---1 -QC CCdill f'�� ho i�personallyknow o Qtert `T(i r�who'r personallykn wo n'ko me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: C Print: n e Seal: Seal: ti'r.'h•%,, JANET KRANZ : SIM of Florida Commission Cmission#FF 197298 �? MY Gon erd mon FF 221290 ; Fa, Expires May 9,2019 orp Ex mBOWIW2019 '�, Bmq.dlrwtroyPeNdawsroe8004&57018 ssassssss s s s e e s s s ss sssssssssssssssass sesssrtssss APPROVED BY Examiner Zoning Structural Review Clerk (RevisedD2/24/2014) sp° s Miami Shores Village Building Department .„. .Bpm 10050 N.E.2nd Avenue Miami Shores, Florida 33138 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): ' iV —1 y T City: Miami Shores Village County: Miami Dade Tp Code: 3 1 I ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEV TION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means:YES❑ NO[ ARHI Sheet Attached:YES E�NO❑ Contract Attached:YES [� UNIT BEING REPLACED DATA NEW UNIT (l'- MANUFACTURER ( Q h C_ ( 02- AHU or PKG.UNIT MODEL#i 4 app tic, ® �b COND.UNIT MODEL# KW HEAT C,CA Vct.vs NOM TONS AHU CU PKG 1)KC.A AHU CU PKG AHU CU PKG Li D 2)M.O.P AHU CU PKG AHU CU PKG 3)VOLTS + ) ft AHU CU PKG PKG UNIT / / PKG UNIT R EER/SEER 14.0 YES NO REPLACING DUCTS YES O YES NO REPLACING THERMOSTAT ffS NO YES NO NEW 4"CONCRETE SLAB YES O YES NO NEW ROOF STAND YES YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity(Wire Size): 2. Maximum Overcurrent Protection(Fuse/Breaker Size): L4 3. Voltage of Circuit(208 40 80): 4. Size Disconnecting Means: `f 0 n (� Contractors Company Name: C +9 A I r• GOv,J• C o . Phone: 3®S6s o�i S6 3_I H State Certific r Reg' tMiN o. C ft C 02 6 L Lq Certificate of Competency N . 4 9 0 Z-3 Signature Date: 7 I I Qualifier's swatum) (Revi-L- 02/24/2014) PropeM Search Application- Miami-Dade County Page 1 of 1 OFFICE OF THE PROPER � APPRAISER Y Summary Report Generated On:7/18/2016 Property Information g M Folio: 11-3206-013-4380 y k 9801 NE 2 AVE + Property Address: Miami Shores,FL 33138-2350 Owner i SHAPAR REALTY CO ,- 9497 OLD PINE ROADf ` Mailing Address BOCA RATON,FL 33428 € x Primary Zone 6400 COMMERCIAL-CENTRALw t ° Primary Land Use 1111 STORE:RETAIL OUTLET Beds I Baths I Half 0/0/0 -Fz i Floors 1 , - Living Units 0 Actual Area Sq.FtE( Living Area Sq.Ft E „, Adjusted Area 10,803 Sq.Ft Lot Size 13,000 Sq.Ft Taxable Value Information Year Built 1953 2016 2015 2014 Assessment Information County Year 2016 2015 2014 Exemption Value $0 $0 $0 Land Value $338,000 $286,000 $286,000 Taxable Value $785,613 $714,194 $698,855 School Board Building Value $463,449 $417,104 $401,656 $0 $0 XF Value $11,054 $11,090 $11,199 Exemption Value $0 Taxable Value 1 $8112,503 $714,194 $698,855 Market Value $812,503 $714,194 $698,855 city Assessed Value $785,613 $714,194 $698,855 Exemption Value $0 $0 $0 Benefits Information Taxable Value $785,613 $714,194 $698,855 Benefit Type 2016 20151 2014 Regional Non-Homestead Cap Assessment Reduction 1 $26,890 1 Exemption Value $0 $0 $0 Note:Not all benefits are applicable to all Taxable Values(i.e.County, Taxable Value $785,613 $714,194 $698,855 School Board,City,Regional). Sales Information Short Legal Description Previous Price OR PBook- e k Qualification Description 1534165342 Sale 9 MIAMI SHORES SEC 1 AMD PB 10-70 06/01/1992 $0 15605- Sales which are disqualified as a result of LOT 13&LOT 14 BLK 32 3244 examination of the deed LOT SIZE 100.000 X 130 09873- Sales which are disqualified as a result of OR 15605-3244 0692 4 11/01/1977 $1 0684 exarrjination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp:/twww.miamidade.gov/info/disciaimer.a$p Version: http://www.miamidade.gov/propertysearch/ 7/18/2016 Detail by Entity Name Page 1 of 2 Y b Detail by Entity Name Florida Profit Corporation SHAPAR REALTY C Filing Information Document Number 651158 FEI/EIN Number 22-2341174 Date Filed 11/02/1979 State FL Status ACTIVE Last Event CANCEL ADM DISS/REV Event Date Filed 09/30/2009 Event Effective Date NONE Principal Address 9497 OLD PINE ROAD BOCA RATON, FL 33428 Changed: 01/09/2008 Mailing Address 9497 OLD PINE ROAD BOCA RATON, FL 33428 Changed: 01/09/2008 Registered Agent Name &Address `SHANDLOFF, NED M 9497 OLD PINE RD. BOCA RATON, FL 33428 Name Changed: 06/17/1992 Address Changed: 01/24/2007 Officer/Director Detail Name &Address Title PD SHANDLOFF, NED M 9497 OLD PINE RD. BOCA RATON, FL 33428 http://search.sunbiz.org/Inquiry/CorporationSearch/SearchRe sultDetail?inquigtype=Entity... 7/18/2016 Detail by Entity Name Page 2 of 2 Title S SHANDLOFF, PATRICIA T 9497 OLD PINE ROAD BOCA RATON, FL 33428 Annual Reports Report Year Filed Date 2014 03/19/2014 2015 02/21/2015 2016 03/30/2016 Document Imacies 03/30/2016 ANNUAL REPORT View image in PDF format 02/21/2015 ANNUAL REPORT View image in PDF format 03/19/2014 --ANNUAL REPORT view image in PDF format 02/01/2013 ANNUAL REPORT View image in PDF format 01/03/2012 ANNUAL REPORT View image in PDF format 02/16/2011 --ANNUAL REPORT View image in PDF format 03/19/2010 ANNUAL REPORT view image in PDF format 09/30/2009 REINSTATEMENT view image in PDF format 01/09/2008 ANNUAL REPORT I View image in PDF format 01/24/2007 REINSTATEMENT view image in PDF format 03/30/2005 ANNUAL REPORT view image in PDF format 02/04/2004 ANNUAL REPORT view image in PDF format 02/19/2003 ANNUAL REPORT View image in PDF format 02/13/2002 ANNUAL REPORT view image in PDF format 03/30/2001 --ANNUAL REPORT View image in PDF format 02/10/2000 ANNUAL REPORT View image in PDF format 03/04/1999 ANNUAL REPORT View image in PDF format 01/29/1998 ANNUAL REPORT view image in PDF format 04/16/1997 ANNUAL REPORT View image in PDF format 04/19/1996 ANNUAL REPORT view image in PDF format 05131/1995 ANNUAL REPORT View image in PDF format Copyright and Privacy Policies State of Florida,Department of State http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 7/18/2016 4 c This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17,20W and Dec 31,2016. Certificate Of Product Ratings AHRI Certified Reference Number:8107728 Date:7/14/2016 Product:Single-Package Heat Pump Air-Source Model Number:4WMC4036A1 Manufacturer:TRANE Trade/Brand name:TRANE Series name:XR14H Manufacturer responsible for the rating of this system combination is TRANE 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: 1 i Cooling Capacity(Btuh): 35800 1 EER Rating(Cooling): 12.00 SEER Ratting(Cooling): 14.00 Heating Capacciiy(Btuh) @ 47 F: 32000 Region IV HSPF Rating(Heating): 8.00 Heating Capacity(Btuh) @ 17 F: 19500 'Ratings followed by an asterisk(ry 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, 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 rtormance 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 directory at www.ahridIrectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and confidential reference purposes.The contents of this Certificate may not,In whole or in part,be reproduced;copied;disseml , entered Into a computer database,or otherwise utilized,In any form or manner or by any means,except for the user's Individual A"wNrii personal and confidential reference. AIR-CONDMONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.ahridIrectory.org,click on'Verify Certificate"link we make life better- and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which Is listed above,and the Certificate No.,which is listed at bottom right ©2014 Air-Conditioning,Heating,and Refrigeration Institute CERTIFICATE O.: 131 ENGINEERING Technical Evaluation Report EXPPESSO DIVISION:23 08 00—COMMISSIONING OF HVAC E.X.P.E.R:T(Englnoarffig Express Product Evaluation Report) THIS DOCUMENT CONTAINS(3)PAGES:THE FINAL 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 October 26,20115 Subject to Renew October 25,2016 E\JALUATION SUBJECT: - • '0 •,• TER-9 5-2950 REPORT HOLDER: TRANE—INGERSOLL RAND _- 6200 TROUP HiGHWAY TAWE9 - Y. TYLER,TX 75707, USA 903-730-4602 1 TRANE.COM SCOPE OF EVALUATION(compliance with the following codes): THIS IS A STRUCTURAL(WIND)PERFORMANCE EVALUATION ONLY.NO ELECTRICAL OR COOLING PERFORMANCE RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED HEREIN. This Product Evaluation Report is being issued in accordance with the requirements of the V 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 701.1,706.6.1,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 Administrative Provisions 107.3.4.The product noted on this report has Adjustment factors noted herein(grtd the applicable codes must be been tested and/or evaluated as summarized herein. IN ACCORDANCE WITH THESE CODES EACH OF THESE considered,where applicable. ' REPORTS MUST BEAR THE ORIGINAL SIGNATURE&RAISED All supporting components which are permanently Installed shall be SEAL OF THE EVALUATING ENGINEER. protected against corrosion,contamination,and other such damage at all times. Fasteners must penetrate the supporting members such that the full SUBSTANTIATING DATA: length of the threaded portion is embedded within the main member. •Product Evaluation Documents Test Reports This evaluation does not offer any evaluation to meet large missile impact Substantiating documentation has been submitted to provide this TER and debris requirements which typically are not required for this type of product. is summarized in the sections below. •Structural Engineering Calculations UNIT CASING MATERIAL: Structural engineering calculations have been prepared which evaluate the 209a gale.sheet steel,0.060"Inside bend radius typ. product based an comparative and/or rational analysis to qualify the Removable Top&side covers secured with#12TEK Screws(6 min ea.) following design criteria: Knockouts provided for utility&control connections. • Maximum allowable unit frame wind pressure integrity FINISH: • Maximum allowable uplift,sliding,&overturning moment Baked Enamel for ground and roof applications INSTALLATION: Calculation summary is included in this TER and appears below. Shall follow manufacturer specifications as well as information provided NOTE:No 33%increase in allowable stress has been used in the herein design of this product. OPTIONS: INSTALLATION: This evaluation is valid for 4WHC'units(&all suffix nomenclature): The product(s)listed above shall be installed in strict compliance with this 4WHC4024 TER&manufacturer-provided model specifications. 4WHC4030 The product components shall be of the material specified in the Product 4WHC4036 42 4WHC4042 All screws must be installed in accordance with the applicable provisions The critical unit designs have beet determined&used in this evaluation &anchor manufacturer's published Installation instructions. STRUCTURAL PERFORMANCE: LIMITATIONS&CONDITIONS OF USE: Models referenced herein are subject to the following design limitations: Use of this product shall be in strict accordance with this TER as noted Up to and including 180mph(Vuit) herein. ASCE-710 Exposure Categories P or C The supporting host structure shall be designed to resist all (Exposure D requires site specificevaluation) superimposed loads as determined by others on a site specific basis as Up to 100'MRH,3W Base Height Above Roof may be required by the Authority Having Jurisdiction.Host structure HVHZ Rated(&NON-HVHZ) I conditions which are not accounted for in this product's respective anchor Ground or Roof Application per in§tallation instructions schedule shall be designed for on a site-specific basis by a registered professional engineer.No evaluation is offered for the host supporting Maximum Rated Wind Pressure: structure by use of this document: 176psf Lateral 1 86psfUplift(less DL) The FBC 14 defines APPROVED SOURCE(Sedan 22)as:An Independent person,fum or carporavon,approved by the budding official.who is competent and experienced In the application of engineedrg principles to Medals,methods or systems anefyses.'Fwnea ring evesse professionals meet the competency requirements as defined In the FSC mo can seal their work.Engineering ExpressB is regularly engeged in conducting and providing ervillineering evaluations of sh4e$tement mud full-scale buddng systems tests.This TER Is developed from test reports corrgrWg with FBC Section 104.11.1 Research reports, which states.'Supportirg data.where micessary to assist in the approval of materials or assemblies not sped3 Arany provided for in this code.shell consist of valid research reparts from approved sources.' a , TRANE 4WHC4024,4WHC4030,4WHC4036,4WHC4042 Engineering Expresso TER-15-2960 SECTION 2 PRODUCT INSTALLATION a ° ° ° ° a o ° 0 0 Roof or ° ground substrate (concrete,wood, steel,see schedule below) Anchor clips—see chart below for quantity& installation anchors ANCHOR SCHEDULE TO HOST STRUCTURE Bldg. Concrete jAnchor Wood I Anchor Steel Anchor Height #Clips Type #Clips Type #Clips Type Ground 2 Long 1 Short A 2L-1S C 2L-1S D Up To 30' 3L-1S B 4L-1S C 3L-1S D Up To 60' 3L-1S B XXXX XXXX 3L-15 D Up To 100' 4L-1s B XXXX XXXX 4L-1S D #Clip Designation (3t=ea long side 1S--ea short side or 8 total clips) a� Anchor TvPes To Host Structure: A)1/4"X 21/2"embed ITW Tapcon 3"from 3,000psi min conc.face a ' B)5/16"X 21/2"embed ITW Tapcon 3"from 3,000psi min conc.face - C) 1/4"Wood Lag Screw 11/2"embed to#2 SYP min. 3/4"from edges BAYEXMKO03AA CUP-G90 Steel D) 1/4-20 Metal Screw to 1/8"gr50 steel min.3/4"from edges Fasten to cabinet using(2)#12-24X'/.° SAE Gr6 unit screws ea.clip: Use existing#12 screw locations&create additional anchor points at equal spacing as permissible to like material.Use structural washer to secure anchor to supporting structure. IN ALL CONDITIONS IT IS THE REPONSIBILITY 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,TRANS,OR ENGINEERING EXPRESS AS TO THE INTEGRITY OF THE HOST STRUCTURE TO CARRY DESIGN FORCE LOADS INCURRED BY THIS UNIT. ENGINEERING EXPRESSO 160 SW 12TH AVE.SUITE 106 DEERFIELD BEACH,FL 33442 Page 2 (954)354-0660 ENGINEERINGEXPRESS.COM A • TRANS 4WHC4024,4WHC4030,4WHC4036,4WHC4042 Engineering,Express TER-15-2950 SECTION 3 SUPPORTING CALCULATIONS&TEST COMPARATIVE ANALYSIS SUMMARY Outside Dimensions MAX LatShort Side Uplift Uplift Large Side Large Side Large Side Short Side Short Side Model W(lb) Pres Pres Force Overturn Tension Overturn Tension D(in) W(in) H(In) Bidg Ht (per (psf) (lb) Force(Ib) (in4b) Ib) Force(Ib) (in-Ib) (lb) 4WHC4024 31.63 44.00 30.38 275 Ground 74.00 58.00 395.5 686.8 11348.1 3 8.8 493.6 16197.5 868.1 4WHC4030 31.63 44.00 30.38 275 Ground 74.00 58.00 395.5 686.8 11348.1 358.8 493.6 16197.5 368.1 4WHC4036 31.63 44.00 30.38 275 Ground 74.00 58.00 395.5 686.8 11348.1 3 8.8 493.6 16197.5 368.1 4WHC4042 31.63 44.00 30.38 306 Ground 74.00 58.00 376.9 686.8 11348.1 3 8.8 493.6 15788.3 358.8 4WHC4024 31.63 44.00 30.38 275 30' 141.00 68.00 395.5 1308.7 20950.5 662.5 940.6 22985.5 522.4 4WHC4030 31.63 44.001 30.38 275 30' 141.00 68.00 492.1 1308.7 20950.5 6 2.5 1 940.6 25111.5 570.7 4WHC4036 31.63 44.00 30.38 275 30' 141.00 68.00 492.1 1 1308.7 20950.5 6 2.5 940.6 251115 570.7 4WHC4042 31.63 44.00 30.38 306 30' 141-00.68.00 473.5 1308.7 20950.5 662.5 940.6 24702.3 561.4 4WHC4024 31.63 44.00 30.38 275 60' 159.00177M 395.5 1475.7 23630.0 747.2 1060.7 24809.2 563.8 4WHC4030 31.63 44.00 30.38 275 60' 159.00 77.00 579.1 1475.7 23630.0 7 7.2 1060.7 28848.4 655.6 4WHC4036 31.63 44.00 30.38 275 60' 159.00 77.00 579.1 1475.7 23630.0 7 7.2 1060.7 28848.4 655.6 4WHC4042 31.63 44.001 30.38 306 60' [159.00 77.00 560.5 1475.7 23630.0 747.2 1060.7 28439.2 646.3 4WHC4024 31.63 44.00 30.38 275 100' 176.00 85.00 395.5 103.5 26152.8 8;7.0 1174.1 26531.5 603.0 4WHC4030 31.63 44.00 30.38 275 100' 176.00 85M 656A 1633.5 26152.8 827.0 1174.1 322715 733.4 4WHC4036 31.63 44.00 30.38 275 100' 176.00 85.00 656.4 1633.5 26152.8 827.0 1174.1 32271.5 733.4 4WHC4D42 31.63 44.00 30.38 306 100' 1176.00185.00 637.8 1633.5 26152.8 8 7.0 1174.1 31862.3 724.1 TEST REPORTS UTILIZED UNIT DIMENSION DETAIL #0708.01-15(10/3/2015) T ,8;3, Miami Dade Test Notification:0228 0438 American Test Lab of S.FL �� t0e S.3MM (type XB/XR/XV/)(L Units) I1IImn W4 3-1/4) 144 1 280rtm ER-TLR100318(unit with clip testing) 71am IID-Ilsf 16-3741 (3/25/2010)FBC 1620 loading W3 (4 Note:comparative analysis method utilized for , comparative materials 8 fabrication methodology wl Lt7S DIA. K.O. FOR HEATERMERTART HEATER � N.V. POWER ENTRY 772mm 0.875 DIA HOLE R I,STS DA K.O. F00. N.Y. POKER ENTRY 0.675 DIA HOLE FOR L.tl. POWER ENTRY OII7ROL/OX ACCESS CONDENSER COIL ORIGINAL SIGNATURE AND RAISED SEAL REQUIRED TO BE VALID PER CODE: October 26,2 Frank L. Bennardo,P.E.,SECB ENGINEERING EXPRESS® PE#0046549 CA#9885 ENGINEERING EXPRESS®160 SW 12TH AVE.SUITE 106 DEERFIELD BEACH,FL33442 Page 3 (954)354-0660 ENGINEERINGEXPRESS.COM