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MC-18-185 f 1 Inspection Worksheet Miami Shores Village l 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-295949 Permit Number: MC-1-18-185 Scheduled Inspection Date: February 27, 2018 Permit Type: Mechanical - Residential Inspector: Perez,JanPierre Inspection Type: Final Owner: CAMPBELL BORJA, KENDRA L. Work Classification: A/C Replacement Job Address:10361 NE 4 Avenue Miami Shores, FL Phone Number Parcel Number 1122310150120 Project: <NONE> i Contractor: AFFORDABLE AIR& HEAT INC Phone: (305)940-0777 Building Department Comments EXACT CHANGE OUT OF 5 TON SPLIT SYSTEM Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed , Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. February 26,2018 For Inspections please call: (305)7624949 Page 15 of 39 Permit No. SIC-1-18-185 %auO1S y,� Miami Shores Village Permit Type: Mechanical-Residential 10050 N.E.2nd Avenue NE ,,, ,,,,,,� 'Pen 1 Work Classification:A/C Replacement Miami Shores,FL 33138-0000 Permit Status. APPROVED Phone: (305)795-2204 �ORtOp' IssueDate: 1/2612018 Expiration: 07/25/2018 Project Address Parcel Number Applicant 10361 NE 4 Avenue 1122310150120 Miami Shores, FL Block: Lot: KENDRA L. CAMPBELL BORJA Owner Information Address Phone Cell KENDRA L.CAMPBELL BORJA 10361 NE 4 Avenue MIAMI SHORES FL 33138- 10361 NE 4 Avenue MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 6,250.00 AFFORDABLE AIR&HEAT INC (305)940-0777 Total Sq Feet: 0 Tons:5 Available Inspections: Additional Info:EXACT CHANGE OUT OF 5 TON SPLIT SYS 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-1-18-66212 $3.28 01/23/2018 Check#:4241 $50.00 $194.42 DCA Fee $2.19 Education Surcharge $1.40 01/26/2018 Check#:4245 $ 194.42 $0.00 Permit Fee $218.75 Scanning Fee $9.00 Technology Fee $5.60 Total: $244.42 I 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,WIND DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing info r ation s ac ate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the abov -name co r tor to do the wort t� January 26, 2018 Authorized Signature:Owner / Applicant / ontra V, r / Agent Date Building Department Copy January 26, 2018 1 n Miami Shores Village FcF BuildingDepartment �p Fo CO - p l 10050 N.E.2nd Avenue,Miami Shotes, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION11NE PHONE NUMBER:(305)762-4949 FBC 20n ,BUILDING Master Permit No. I� C I(— I � PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING [:],REVISION ❑ EXTENSION ❑RENEWAL r ❑PLUMBING & MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP •• '' - CONTRACTOR DRAWINGS JOB ADDRESS: N City: Miami Shores CountV: Miami Dade Zip: Folio/Parcel#: I I - 22 , O I5 • 0I 20 Is the Building Historically Designated:Yes NO 'Occupancy Type:()IQ( Load: Construction Type: f�C _Flood Zone: BFE: FIFE: 'OWNER:Name(Fee Simple Titleholder): W 11240 , Phone#: 1m''T - ,3I-m Address: Ia A �� City: IA `'I-JC.IvI I AW� State: T11 1 Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: �K Phone#: Address: "Ln ,9F N1 t 3311 City: IV l '�CI�/l,I State: fi� Zip: Qualifier Name:�AJ� T K-'/ �' Phone#:4 Q9 09M State Certification or Registration#:lfr�;� I t I Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: n City: State: Zip: Value of Work for this Permit:$ l7` Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace` ' ❑lDemolition /� Description of Work: ( NW&,tAL O(la OF 1M o Specify color of color thru tile: Submittal Fee$ + Permit Fee$ v 0 t CCF$ CO/CC$ Scanning Fee$ Radon Fee$ D B P R$—=3- Notary$ 0 Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) S6 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of c encement must a posted at the job site for the first inspection which occurs seven (7) days after the building permit is issu the absence such posted notice, the inspection will not be approved and air insp ction fee will be charged. Signatur Signature OW ER or NT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 22- day of �LIb - ,20 , by 25 day of QA*0_1 T .20 I_tL_, by who is personally known to JoN who is ersonally known to me or who has produced _TZ DL_ as me r who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: i Sign: //�� p ( Sign: MU KW-/ Print: "✓ I V Print: Seal: Seal: ,� CHRISTINA WILLIAMS �� ,a.� Y, CHRISTINA WILLIAMS '�n MY COMMISSION#GG134711 "'� t v MY COMMISSION#GG134711 EXPIRES:AUG 15,2021 EXPIRES:AUG 15,2021 APPROVED BY v ts Examiner Zoning Structural Review Clerk (Revised02/24/2014) W2598 • Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL-:DO-NOT PAY , 2102424 L T BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES AFFORDABLE AIR&HEAT INC RENEWAL SEPTEMBER 30, 201$ 515 NE 190 ST 2211126 MIAMI FL 33179 Must be displayed at place of business Pursuant to County Code Chapter 8A-An.9&10 - OWNER SEC.TYPE OF BUSINESS AFFORDABLE AIR&HEAT INC 196 SPEC MECHANICAL CONTRACTOR PAYMENT RECEIVED CAC048111 BY TAX COLLECTOR Worker(s) 1 $75.00 07/14/2017 CHECK21-17-065246 This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license, Permit or a certification of the holder's qualifications,to do business.Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO.above must be displayed on all commercial vehicles-Miami-Dade Code.Sec 6a-276. For more information,visit F' S R�cF/ �F4 ORE Miami Shores Village 5 !� �tY Building Department too „,,,T 10050 N.E.2nd Avenue Miami Shores; Florida 33138 an�Nr— s 1,0 Tel: (305) 795:2204 LORIDA Fax:(30S) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change-out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address(where the work is being done): I D5WI WE, 4- AVE,- 12 Q City: Miami Shores Village County: Miami Dade Zip Code: J✓I✓ l) ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means:YES❑ NO❑ ARHI Sheet Attached:YES [0/NO ❑ Contract Attached:YES [� UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER �'4-- AHU or PKG. UNIT MODEL# 'f�M I'r COND. UNIT MODEL# IQ KW HEAT i NOM TONS AHUA CU PKG 1)M.C.A AHUS3 CU.22, PKG AHU 40 CU_$'o PKG 2)M.O.P AHU (,OCU 5,0 PKG AH D CU f0 PKG 3)VOLTS AHa,kr,CU PKG PKG UNIT / / PKG UNIT is EER/SEER ILP YES NO REPLACING DUCTS YES 0 YES NO REPLACING THERMOSTAT E NO YES NO NEW 4"CONCRETE SLAB E NO YES NO NEW ROOF STAND YES Q229L , YES NO NEW RETURN PLENUM BOX YES 0 1. Minimum Circuit Ampacity(Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Si 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: �% �! (� Contractor's Co y Name: W4 lei 6 a Phone: l State Certificate or R ' trat' o. I Certificate of Competency No. Signature Date: Iq (Qualifier's signure (Revised02/24/2014) Affordable Air & Heat, WHERE QUALITY IS AFFORDABLE 515 N.E. 190th Street•Miami, FL 33179 CAC048111 Dade(305)940-0777 Broward (954)987-9943 EC0001140 HOME# (703);945-3172 CELL# ;WORK# EMAIL# NAME:KARINA BORJA 'JOB NAME: SAME, STREET 10361,NE 4 AVE ISTREET: ciTY: MIAMI,SHORES STATE:FL ZIP' 33138 'CITY: STATE: ZIP: EQUIPMEN�SCHEDULE MANUFACTURER' CONDENSER I PACKAGEMODEL 9 - AIR FUINDLER.MODEC SiE.E:R EST.ANNUAL HEATER TONS- t 'OPERATINGCOST § KW A` Trane 4TTR6061C1 TEM6AOC6H51 16 10kw ,, 5 C JOB'DESCRIPTION: - FURNISH,AND INSTALL FIVE TON SPLIT HVAC REPLACEMENT SYSTEWWITH'f0.'KW HEAT. DESCRIPTION OF SERVICES PERFORMED , i • d itlAo the bove merchandise remains with Affordable Air and Heat,Inc. AIR DISTRIBUTION: o ,(-I l paid for in full.In case of default in any terms of this contract,the Ductwork will be designed,fabricated and installe�n accords ee with seller snuntiamhave the figF��11 to take immediate possession of said merchandise nd full amouni`ofthe prY;c se price then unpaid shall become immediately accepted engineering practices and incomplisEewithaduildingcodes+� u�and payable al:66sellers�optionwithout notice ordemand.Allmonies paid in force on above date. she main with the se&Vs figVidated damages.In the event the services of DUCTWORK: ® an attor rare required to enforce gte interest of the seller,the purchaser shall System of flex/fiber and/or existing O ductwork" with -0- be require ttqq ppay all reasonable ahomey's fees together with interest and all Y , costs thereto.t� warranty service ball be performed on accounts with an k outlets and- returns.Subjecrto ation according to structural outstanding balagn`oe.Labor war&nty @xcludes, existing ductwork, existing or other requirements. electrical systems,and++��ainta ance elatred repairs. LABOR WARRANTY: O In evartttne purchaser refuseyto�Ilow seller to commence work after tract hD.s en Lxecut[ee<�,,purch se hall be responsible to the seller for Service will be provided free bfus r a period of t.B C 5% lhe,to�al 'ce bs liquidat and egfbed damages.Seller shall not be year(s)from date of installation durin regular workin days&•hours. sbo Bible fffra'n Icing building elNctriFal code violations. MANUFACTURER WARRANTY:, 1411 ale at 4 runt peci ed.All work to be completed in a orlha�n�li man eriac rding to standA practices. Any alteration or Parts Warranty(Yrs.) O Ate_B eviatior3from the c tract per cations invgLving extra costs will be executed Compressor Warranty(Yrs.) A B Cpon written ord wil subjeatoctiargesover and above this estimate. O EXTENDED WARRANTY: Provided through j a+) a Initial Here AFFORDABLE AIR&HEAT,INC.&LL ROVIDE: YE �JVVO EXITING {�, 0 YES NO EXISTING INSTALLATION OF EQUIPMENT e E ❑ HER tII�O E1TC N sea + El ❑ ❑ REFRIGERATION LINES( )OR 4IIS (X ).' 0 ARP,ENi I 3 0 [9 ❑ GRILLES( )RETURNS( ) , ❑ '� AI NC F AI{ •fL ' ® El Q 13PERMIT FEE(S)&PLANS,IF REQUIRED E O I EM01 lfOP`^JFB SITE I EBRIS 19 ❑ i ❑ DRAIN PIPING( )OR FLUSH()a) m O ❑—❑ :LECTRICALIWIRINd(P WEF(VNTROL) ❑ ❑ 19 AIR HANDLER SUPPORTS � • ❑--T3--"CONNECTTODQSTING ERVICE/PANELS El ❑ ❑ CONDENSATION PUMP ®* 0 ❑ I] INCREASE ELECTRICA tERVICE—AMPS ❑ ED ❑ EMERGENCY FLOAT SWITCH ❑ ❑ OTHER o ❑ El ❑ HURRICANETIE•DOWNS s e 3'--f3 _OTFIER" e ❑ [9 ❑ d CONCRETE SLAB 1? O❑, ,47F{ER® a ❑ ❑ Q COST REBATES/CREDITS TOTAL COST A " $:6;400.00 FPL REBATE-$150:00 $6,250.00 B C F CING AVAIL•AB Payment to.be made as follows: a �% a osit,balance upon start=up., Authorized Company Signature YOVe This;proposal,subject to acceptance.wi i 1 Y `days an is d there after at the tion of therseller. f THE ABOVE PRICES,SPECIIFIICCAAT—IONNSS AND CONDITIONS ARE E BY CC D.YOU 00 WO PECIF ED AYMENT WILL BE MADE AS OUTLINED ABOVE Option ChoseJA #Signature Date o This combination qualifies for a Federal Energy CERTIFIED Efficiency Tax Credit when placed in service between Feb 17,2009 and Dec 31, 2016. www.ahridirectot Certificate ®f Product R"'atinns AHRI Certified Reference Number: 8858422 Date: 10/4/2017 Product: Split System:Air-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: 4TTR6061C1 Indoor Unit Model Number: TEM6AOC6OH51+TDR+UF/HRZ 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, ND, NE, NH, NJ, NM, NV, NY,OH,OK, OR, PA, RI, SC, SD,TN,TX, UT,VA,VT,WA,WV,WI,WY, U.S.Territories) Region Note: Central air conditioners manufactured prior to January 1,2015,are eligible to be installed in all regions until June 30,2016. Beginning July 1,2016,central air conditioners can only be installed in region(s)for which they meet the regional efficiency requirement. Series,nanie::XR16 �r Matnu a cturerlresponsible�for the rating of-this system combination is TRANE ' Rate 'as follows in`a cortlan ce�with AHRI tabdard` 1 /240,2008-for Unita 74ir-Conditiogin �nd-Air-Source Heat Pum u'i ment-ani sub ect4o.verf rayon o yratiim bacct)rac -b .AHRIs ohhbced ince indent,third pa testln6, P _.1 � (� a , - P11, U r L i Cooling Capacity-(Btuh): 58000 ® C 1 EER Rating (Cooling): 13.00- EER;Rating.(Coolin`g):T16'00 IEER Rating (Cooling): mm 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 Certiflcate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI.This Certificate shall only be used for Individual,personal and confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated; entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, AM, personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The Information for the model cited on this certificate can be verified at www.ahridirectory.org,click on"Verify Certificate"link we make life better"' and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above,and the Certificate No.,which is listed at bottom right. 131515934784608098 ©2014 Air-Conditioning, Heating,and Refrigeration Institute CERTIFICATE NO.: - GENERAL S A/C UNIT HOUSING AND MOUNTING CERTIFICATION RANK t.,BENNARDO,P.F. OFOM6$�97 1.THIS SYSTEM HAS BEEN DESIGNED AND SHALT BE FABRICATED 1 �q� ACCORDANCE WITH THE REQUIREMENTS OF TME.FLORIDA BUT .CERTIFIES BOTH UNIT INTEGRITY AND ANCHORAGE TO MOST STRUCTURE FOR WIND RESISTANCE(FOR AT-GRADE USE ONLY) ttY1e CODE FIFTH EDITION(2011)A ASCF 7-10.THIS SYSTEM MAY I BACKUP O0SLS�� ' USED WITHIN AND OUTSIDE THE HIGH VELOCITY 5 CLIP w1��� %tsG THIS DESIGN IS IMT INTENDED i0 CERTIFY IMPACT RESTS`�,11 - IRRP EfD^ THE MECHANICAL UNIT CAM MY. - b 2.NO 37.1/3%INCREASE IN ALLOWAOIE STRESS HAS SEERUSEDIN r1 'NSB THE DESIGN OF THIS SYSTEM. 1r tyl IT- FY' 3.DESIGN 6 CERTIFICATION OF THE W+R CABINETRY IS 0 V THROUGH TEST RFMRT10708A1-IS BY AMERICAN TEST Al1�mRpq�yy[D T = i HOUSING MUST Be u d1 SIXTH FLORIDA. ^'' ,n E F O(4 CLIPPED TO TME BASE: 4.ALL DIMENSIONS AND THE MINIIIUII WEIGHT OF MECHAII(�! (I)R 12-14 SHEET UNIT SMALL CONfORH TO LINRATTONS STATED HEREIN.ALL 1� i METAL SCREW PER CLfP r C ) S 3r. MECHANICAL SPECIFICATIONS CI EAR SPACE,TONNAGE.,ETC. I�t' 3w•eAn SHALL BE AS PER MANUFACTURER RECOMNENDARONS AND AR�'T1 8n DRILLING EXPRESSRESPONSIBItTTYOFTHECONTPAROR. /I OU '�/ S.ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS 7j A O 12.14 SCREW LENT["CAT ION.AS A M I N IMUM,At L CDNCRF TE SHAII.BE I OW=Lv� x INSTALL SECOND CLIP 3' STRUCTURAL CONCRETE 4'MIN.THICK AND SMALL HAVE MINIMUM /n f- �)•V 1�F5�'N+ "BACKUP ROM TYPICAL CLIP AT COMPRESSIVE STRENGTH OE 3000 PSI,UNLESS NOTED OTHERWISE. u I,_ 6.THE CONTRACTOR 15 RESPONSINIE TO INSIRATE ALL MEMBERS \,' tDI S R�Is w �E ALL CORNERS LL FR ELECTRICAL GROUND RIALS TO PPF FNT It TO Rf.SFS'NEO R will N O 1 CLIP" ATTACHMENT v4, LAYOUT B w.i U 3 INSTALLED BYORIIHS. 0 W 1 SCALE:N.T.S. Isom. LAYOUT A 3 (2) BASE CLIPS PER CORNER B.TNEADo'SE L ADS SHALL (A SUPEAIMPOQUA LOADS SHALLOT VERY IUD BY TIE ONSITE DESIGN V) 2 (1) BASE CLIP PER CORNER SCALE:N.T.S. PROFESSIONALAND15 NOEXPRESSLY XPREAF.D IN THIS 0111 ,L ISO%. PROFECCRl`ISSIONAL IS AS ERPRES FFT PROVIDED HEREIN,NO lD UI q ADDITIONAL CERTIFICATIONS OR Af FIRMATIONS ARE INTENDED. -0 UNIT SCALE:N.T.S. ISOM, 9.STICCNMATT RIALCHOPPEDFIRERLAMINATEW/fy-ISKSI. 114 g 1 MAttIG COMPONENTS USED WITMIN TME NVN2 MAST MFFT AIL I WIDTH AMICABLE FIRE/SMOKFAN PERFORMANCE RIQIIIREMUNTS AS SET W O S, 4.30' FORTH IN THE ABOVE-NOTED BURDING CODE, 0.400' MAX 4.05' 10. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT 0 aE MAX PROVIDE INFORMATION FOR A SPECIFIC ItTE.'OR SITE 00.250' CONDITIONS DIFFEPENT FROM THE CONDITIONS DETAILED HEREIN, ss i m RF �' • W I ALICENSED ENGINES R OR REGISTFRED ARCHITECT SHALL PREPARE `V( I3J o.aso.o+s--{ SITE SPECIFIC DOCUMENTS FOR USE IN CONIUNCIION WITH TIIES Z 0.00 c 80.100` t DOCUMENT. cl In O p 1380• Z It. WATER-TIGHTNESSOFMST)NGHOSTSUBSTRATESHALLBE z 00.250' 00.250' No ] THE FULL RESPONSIBILITY OFTNE INSTALLING COMRALYDR. N = O 79 BACKUP CLIP MATERIAL: 80.060 (2)Q • 0 CONTRACTOR SMALL ENSURE THAT ANY PF MOVED OR ALTERED 80.250' 1050 STEEL 0.030 THE. ELECTRIC WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND n IWjI 00.250`' PANEL W/ INSTALLATION OF STRICTURE PROPOSED HEREIN.THIS ENGINEER f2 C ELj1 N -{�ORT R0.2S0' 0.0002 THK.ZINC PLATE WITH CRONAK SURFACE CONVERSION. =n IlJ1 INTEGRATED SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE 1.50 • BEND RAD.0.06 UNLESS OTHERWISE SPECIFIED, EIC FIN$ x ISSUES WHICH MAY OCCUR E I STALLI WATER-TIGHTNESS SNARL BE THE J O ­to 0.200' 1.15- O '1•. ,J E FULL RESPONSIBILITY OF THE INSTALLINf,CONTRACTOR. > 1- 0.325' 0.032- RICHARD BROTHERS MAX ° r n -• t ENGAGEMENT MOLE ANCHOR NOTES: g 80.060'(2K) T-011 312-14 SHEET C� g 111 6 CONNECTION LAYOUT A 1.SEE ISOMETRIC BASE LAYOUT FOR ANCHOR LMJITONS AND/OR a 0.880 METAL SCREW(0.186M SPACMO. 'D o j 0 SCALE:N.T.S. PUN VIEW Z.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH Lu S a BASE TAB BRACKET 0.120'TYP. 1 vF n 1 0.145 IIANUFA059*T0.S'RECOHMENDATIONS.IIILIZF.O.fi]5'O.D.PO,]PD' t5 QQ MATERIAL: M C y _ 0.06' • PRE-PAINTED GALVANIZED UNIT I.D.X 0.029'TM VUSNSI O BASE CLIC z 3 .030 THICK �.( 3, 1Ki10R TY►E Fl:CONSIDERS MILTT KYIIK-CON 11•CARBON STEEL 3 R. • STEEL ES3101203,PER WIDTH I TAPCONS OR EQUIVALENT W/1-3/4'MIN EHB£D,2-1/2'MIN EDGE ~ CC r6 3- 85OMH280 0.330' 1.30' DISTANCE AND 3-MIN SPACING(UNLESS NOTED OTHIRWISE), E .060 THK. 0.180' 0.074' MAX A.OS' FASTENED TO MINIMUM 3,000 PSI EXISTING COMCPETF AS VERtfIED RY O R0.42S .060 INSIDE RADII UNLESS (^ MAX OTHERS. p 0.800' ' I 80.120'TYP. sa. • n 4.ANCHOR TYPE 42:CONSIDERS SHEET I!FTAL SCRFWS(SHS)AS U E, �T�T OTHERWISE SPECIFIED °' d C _ RO.O3O' 'O SPECIFIED HEREIN SHALL BE MINIMUM-SAE GRADE S ASTM M40- RE PART NO. A B C D E F O 045 .045 0.139' SPACED THREAD W/MIN(1)PITCHES PAST THREAD NNE,INTO _ L MINIMUM 1/6'THICK A36 STEEL.USE 114.14 SMS SCREWS-"SM- F OISD011F.P01 2.50 7JE 7.43J.JJ 3.78 1.48 ,IT - , Z EDGE DISTANCE FOR STEEL HOST STPUMiRE. 0.100• 80.01 1 O a S.MINIMUM EMBEDMINT SMALL BE AS HOTED.MINIMUM FIRIID11ENf a' dFMI DI370P.6P02 2.10 1.91 2.07 E.97 7JB I.OB A O.SOD- 0.190- AN EDGE DISTANCE EXCLUDES STUCCO. OA, INSUUTMN,AND 0.0.060'(ZX) 0.310' / MERRIC 'P.1 OTHER FINISHES. Q�F33 t5 8 , B lBE3 PANEL W/ CCI 4 BASE TAB BRACKETS 5 BACKUP CLIP D.3eD' IMEGMTEDx TABLE DIRECTIONS: % 8 � SCALE:N.T.S. 7 75• �--7�L Dp1SiNG FINS ^I Q 2 SELECT DESIRAPPLICABLE A SITE e� L SCALE:N.T.S. �.11 V ° e�J L 2• SELECT APPUUBLE ANCHOR TYPE.UNDER CONSIDF.°ATION A5 qa ] MAX VERIFlEO eY OTIFPS. f F 3. MATCH UNIT SIZE WITH THE IMENDED MOST STRUCTURE AND T■�1 7777 f UNIT MODELS 7 CONNECTION LAYOUT B OBSERVE MAXIMUM ALLOWABLE WIND PRESSURE FOR THE SYSTCM. o a � 0.026' AMLICABIE MODELS: SITE-SPECIFIC REWIRED WfNO PRESSURES PER SEPARATE: g! SCALE:N.T.S. PUN NEW $y ®®®® UNIT HOUSING- 2/4TTA,VMS,4770,477X,4TTZ,47W, 1 CERTIFICATION OR BY OTHERS. O.I78' 41WA,2/4TW0,4TWR,4TWX,4TWZ,4rWV TRANS IMM 4. UTILIZE LAYOUT AS LISTED IN TAFLE. g 0.296'X1' __ --__.___.__ �( td ' LONG NIPPLE ALLOWABLE WIND PRESSURES FOR •MMR WEIGHT-73021 iii CLEAT MULTIPLE BASE BRACKET AND UNIT AWUGBL!ANCHOR MES: "UNR WEGHT-l01 I n t j A IN SEE ANCH00.NOTES TOPA LAYOUT OF BASE TAB (DEFAULTUNIT V T GM,.11018) i 1�G ; 0.030' 0.296' HOUSING CONFIGURATIONS _ pRs DESCRIPTION Of ANCHOR IL"CILETS.: I COPYRIGHT Ellatam"EAPFBB BAS EPA. DESIGNATON I/NR LAIR UNIT TYPE PI OR P2 i WIDTH DEPT, He1GHT 15-2530-TG 25.69'. -,IN ­7"7 1N 60 PSF -1t -TYPE I&TYPE= - LAYOUT A_ - _._ -_.... 8 01 25.89 IN 21.121. 7I.60IN 60 PSI TYPE I ATYPE] Ur011TA � TE-DOWN CONFIGURATIONS REQUIRE .108 DeSCIUPTIONI 29.69 IN 32.6510 40.70 IN -60 TSF- - - TYPE 1 A TYPE 2 -- - LAYOUT A PER MRNER. �.-..-__ SEE 6/ OR 1 FOR ILLUSTRATION PREY.AEF.TITAN[ -�IYP�r TES 29.69IN 31.65 IN 211.77 IN 60 KE _.._7TYPElAMF3 UYOl1TA -_ SEE 6/100.7/1 FOR ILLUSTRATION. 14158-0002 A/C HOUSING Ty X XV 34.2994 1�MIN "All IN 60 PSF -T E1 aT�PE2 _._.---UCUUTTA °1 ' TR XL 1N•• N.291N J7.29 IN 57.861. 60 FSt TYPE I A TYPE 2_ _- LAYOUT I ...'A MAW(P�j JT N CLEAT - .yPE n xv 39.69IN 3265 i. /8.0o IN _-_60 PSPSF __--_.I_ iYo[1 AME 2 --_- LAYOUT B-_-- EMMET- A,A`.1r0.L{7�7 • G 1 SCALE:N.T.S. SECTION TYPE XL/XV 34.29 M 37.29 M 41.88 IN 60 PSF I TYPE 1 A TYPE 2 LAYOUT A _. 1 TMP[ XL/I(V' 7Y:XL/XV 29.69 IN 72.6s IN 39.911. 6o PSF TYPE 1 6 ME 2 S rBANK I.R[NNAROO,PE. A/C UNIT HOUSING AND MOUNTING CERTIFICATION 1.THIS SYSTEM HAS BEEN DESIGNED AND SMALL BE FABRICATED 1 \L _q� ACCORDANCE WITH THE REQUIREME NIS OF TIHF fLDa1DA flL1i 'CERTIFIES BOTH UNIT INTEGRITY AND ANCHORAGE TO MOST STRUCTURE FOR WIND RESISTANCE(FOR AT•60ADE USE ONLY) t(T`- CODE FIFTH EDITION(2014)R ASCE 7.10.THIS SYSTEM MAY t�A BACKUP I-` H12 USED WITHIN AND OUTSIDE THE MIG.VElOC1TY HIIRRfCA.F 5 CLIP w • J7" THIS DESIC,N IS NOT INTENDED TO CERTIFY UHnAf,T RFSIST�21 p-fb t'e'9tlCl",{ THE MECHANICAL UNIT CABINET". 1 �A RI��-�'M9 �-P¢�•ST•-�ZY" 2.N033•1/3%INCRUSEINAUO%VAnlESTRESSHASSEE!UN D:.im F9 Q!-fes"" S.^•'L THE DESIGN OF THIS SYSTEM. - �� 3.DESIGN 6 CERTIFICATION OF THE UNIT CABINETRY IS A IFED O V THROUGH TEST RFII�RTA0708.01-15 BY AMERICAN TEST Lan U0.: TE F (4HG151NG MUST BE r dLST'- SOUTH FLORIDA. �Y• ,(5 Q C CLIPPED TO THE BASE: 4.ALL DIMENSIONS AND THE MINIMUM WEIGHT OF MECHAIAfjQ ` (t)A 12-i4 SHEET UNIT SMALL CONFORM TO LIMITATIONS STATED HEREIN.ALL 11 (4 �• METAL SCREW PER CLIF r MECHANICAL SPECIFICATIONS(CLEAR SPACE,IDNN AGC,ETC.I" AANwf SMALL BE AS PER MANUFACTURER RECOMMENDATIONS AND IR� S/ :` '• EXPRESS RESPONSIBILITY OF THE C ME DRILLING ONTRACTOR. //YY f 5 12-14 HX.REW 5.ALL CONCRETE SPECIFIED NERER+IS NOT PART Of THIS � T ��0 O CERTIFICATION,AS A MINIMUM,At L COW FTE SMALL RE I(' Wf1 I STRUCTURAL CONCRETE 4'MIN.THICK AND SNAIL HAVE MINIMUM W 1 v INSTALL SECOND CLIP 3' (EL F• Q N COMPRESSIVE STRENGTH OF 3000 PSI,UNLESS NOTED OTHERWISE. U�� SaIL BACKUP ROM TYPICAL Ctl AT 6.THE CONTRACTOR IS RESroN51At F TO INSIR ATE ALL HEMPERS \-' oq G M pE W ALL CORNERS )0.ELECTRICAL GRIX111D RVMENRFOU(REft,TO RE«$IGINEO R W i I( 1 CLIP" ATTACHMENT 'te LAYOUT B "O LAYOUT A INSTALLED BY OTIIC I U~W j SCALE:N.T.S. ISOM. B.THE ADEQUACY OF ANY EXISTING STRUCTURE BY CTO WITHSTAND SC 1 3 (2) BASE CLIPS PER CORNER SUPPRIMro5E0 LOADS SMALLBE VERIFIED T tHF.ONSITE DESIGN �A � $ 2 LU (1) BASE CLIP PER CORNER 1 SCALE:N.T.S. PROFESSIONALANDISNOTINCLLSStYNTHIS 0U) 9 ISOM. ADDITIONAL CERTIFICATIONS IO E%FRAFFIR ATIONO ARE IDW•' AODRIONAI CERTif fUTIONS OR AFFIRMATIONS ARF.INTf.MDED. 1 SCALE:N.T.S. ISOM• UNIT a.RAS PAN MATERIAL CHOPPED FIRER I ANIMATE W/FY-15 KSI. ' 1 �WIDTH T --I PLASTIC COMPONENTS USED WITHIN THE HVH2 MI IST MEET AI L W I APOLIGRIE FIRE/SMOXE/UV PERFORMANCE RCQLIIRFMENIS AS SFT a 4.30' - FORTH IM THE ABOVE-NOTA BUILDING CODE. ' 0.400' MAX 4.0$" 10. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT Cl MAX PROVIDE INFORMATION FOR A SPECIFIC SITE.FOR SITE Cl 00.250' CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, Q O r c C A Y A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE LO 4 -I I SITE SPECIFIC DONNENT$FOR USE IN CON1UNCfION WiTI Tllts Z t X J o.aso.asy pOCUMEML 0 o p,pp R0.100' t L 1. WATER-TGNTNESs OF EXISTING HOST SUBSTRATE SHALL BE J 00.2$0• 0 00,250' F-1.360 j1, THEFLALRESPONSIBILITYOFTHEINGTAtUNGCONTMCtDR, z N = BACKUP CLIP MATERIAL: R0.060 (210 L F C CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED 0.75 ELECTRIC WATER"OOFING MEMBRANE IS RESTORED AFTER FABRICATION AND t` S RO.i50' 00 250'• 1050 STEEL 0.0301TIA PANEL W/' INSTALLATION OF STRUCTURE PROPOSED HEREIN.THIS ENGINEER �� ��T -} -0.16Y R0.250' • 0.0002 INK,DNC PUT!WITH CRONAK SURFACE CONVERSION. INTEGRATED SMALL NOT BE RESPONSIBLE 100.ANY YIATERP0.00FlNG OR IEAXAGE J =N fff���HHH IA IIJI BEND RAD.0.06 UNLESS OTHERWISE SPECIFIED. - (,gp OUSING FINS ISSUES WHICH MAY OCCUR A4 WATER-TIGHTNESS SHALL BE THE J ` J 4a p�.iop p.3zr o.p3i aa+ARtl eRm(Eas MAX 0 R OL� F f fULI RESPONSIBILITY OF THE INSTAL IIHG CONTPACTOR. O P "5 t I ENGAGEMENT HOLE ANCHOR NOTES: Ln o a" FOR 612.14 SMEFT .�/ f�f F RO.OISO'(ZX) 6 CONNECTION LAYOUT A L,SEE ISOMETRIC BASE LAYOUT FOR ANCHOR LOCATIONS AND/Art (i N 2 a -T- o.eeo• ME SM SPACING. e Cl D o -'T t BASE TAB BRACKET 0.120'TYP. 1 SCALE:N.T.S. PUN VIEW 2.ANCHORS SMALL BE INSTALLED IN ACCORDANCE I'rtTH w 4 ��"_ 0.143' MANUFACTURERS'RECOMMENDATIONS.1TIL17E 0.A75'O.D.,0.280- v s /3��_ MATERIAL: I.D.Y 0.059'THICK WASHER O BASE CLIP. "Z.? 8 0.06' . PRE•PAINTED GALVANIZED .030 THIQE UNIT �( 3.BMCN00.T'PE ti;CONSIDIR$HILT KVFIK-COM It a CARBON STEEL z L7 3 TYP. STEEL ES3101203,PER �-WIDTH I -_ TAPCONS OR EQUIVALENT W/1.3/4'MIN EF18ED.2-1/2'"IN EDGE " 3• B5OMH260 0.330' 4.30' OI3TANCE AND 3'MIN SPACING(UNLESS NOTED OTHERWISE), ; _ .060 TMK. 0.160' 0.074' MAX 4.OS" FASTENED TO MINIMUM 3,000 PSI EXISTING CONCRF.TF AS VERIMCO It O c • .060 INSIDE RADII UNLESS r^ RD.4i5' MAX OTHERS. s ' 1 RO.120'TYP. • u 4.ANCHOR TYPE 02:CONSIDERS SHEET PIFTAL SCREWS(SMS)AS E 0.800'-T-y -- OTHERWISE SPECIFIED R0.030 ) '7 8 SPECIiIEO HEREIN SHALL BE MINIMUM-SAE GRADE 5 AS1M Mn9� R(LJ PART NO. A 6 C D E F U I O 043 '04$' 0.139• SPACED THRUD IC MIM(S)PITCHES PAST THREAD DUNE,INTO 11 t F MINIMUM 115'THICK A35 STEEL.USE•te.14 SNS SCREWS WITH S/P' �f 015:#ORAPoL 9.30 2.3E 2.47 1-1-1 1.4R R L • =W EDGED FSTANCE FOR STEEL HOST STRIICfI/4F. 9990 0.100' R0.D7 t S.MINIMUM EMBEDIAENT SHALL BF.AS NOTED.HIM 1 EMBEDEIFNT d y 0133085002 2.10 1.91 E.03 E.93 3.38 LOB0,190' i AND EDGE DISTANCE EXCLUDES STUCCO.FOAM,INSULATION,AND 80.060 (2X) 0.310' PANEL IC j l OTHER FINISHES, 9 B 0.360' PANEL W/ I 4 BASE TAB BRACKETS INTEGRATED X TABLE DIRECTIONS: 6 B S 5 BACKUP CLIP IXISINCFINS MQ 1. SELECTOF.StRABtEANSIZE. Et6N aA y 1 SCALE:N.T.S. 1 SCALE:N.T.S. 7.)S P D'L.y�"' iELE +1 1 MAX 2 VERIFIEDPBYIOTIERS,NCHOR T•PE LINDEa CONSIDEPATON AS KIF �• ' F 3. MATCH UNIT SIZE WITH THE INTENDED HOST STRUCTURE AND F€131 tq5 UNIT MODELS 7 CONNECTION LAYOUT B OBSERVE MAXIMUM ALLOWABLE WIND PRESSURE FOR WE SYSTEM. y APPLICABLE MODELS: SITE-SPECIFIC REQUIRED WIND PPE5SURE5 PER SEPARATE ggg R : yy SCALE:N.T.S. PIAN VIEW y" (f 0.018' 4 CERTIFICATIpN OR BY OTHERS. Sa UNIT HOUSING 2/TTA:2/4TNI,4TTL 4TTX,4PrW 4TH• .A 4, UTILIZE LAYOUT AS LISTED IN TABLE. O.I7fl' ITWA,2/4TVM/,ITS'l0.,4TWX,ITNZ,47WV TRAME OMIT$ . __..-___._ 3 LONG NIPPLE - I ALLOWABLE WIND PRESSURES FOR I •VBIT Wr.,G .745 to p`F C CLEAT APPUGBLC ANCHOR TYPES: •'LMR WMNIrt FIC- MULTIPLE BASE BRACKET AND UNIT t(yyd 0.030 p,2g6- HOUSING CONFIGURATIONS I A w D SEE ANCHOR NOTES FORA LAYOUT OF TETSCTAD ((DEFAULT UNIT tvFIC.Irt-1)018) tR7F LRLS�G HxswmI3N OF AMEHoa , aar�cKErs.: IXXM471R EMIVKBMpE1PRE63 j RASEPAN MIGRATION ME P1 OR A2 I DTH UNIT„ UNIT T 15-2530-TG ISAII IN 28.424 1 32.77 IN I 60 PSF _TYPE_i&fwi'2---.---:-_-- LAYOUTA_--- 6 01 I 73.N IN 16.42 d 35.60 IN 60 PST T'PE L S TTPE 2 _ LAYOIR A � TIE-DOWN CON ►A FIGIIMTIONS REQUIRE 06 ONI D1 9ME[j .29.69 LN 3L65 IN 40.70 1! 60 P3i _ _ -'_ TYPE 16TYPE 2 LAYOUT (1)OR(2)ARACKETS PER CORNER. - PREV.REF.TRANE- -TY E 29.691N 52.65 IN III N _ 60 PS _� TYPE I IF TYPE 2 LAYOUT A SEE 6/1 OR 7/1 FOR ILIUSTUTION. IDISR ' 1 x:291N 37.25 d 4S.111A 60 PS!F _ TYPE 1 A TYO!2 UYDUF A p A/C HOUSING x191N 37.194 2l.f61N __,-_60PSi TTOEl6TWE2LAYOUT a9 q 8 CLEAT - __T- W 34.29 IN 37.29 IN 53.86 IN 6o Psi__ L ,m 16TYPE: LAYOUT! TTI!XL xv 79.69 iN 3Lbs d 46.00IN EO o51 -'-f"--"-"TYPE 1 s TYPE 1 LAYOUT B ,C- 1 SCALE:N.T.S. SECTION TyPI /"XB/XR XV" TYPE XL XV x.29 d 37.29 IN 41.ee IN. -- 110/5, � 11.11__ __ LAI A � y 1 T1fP!"X(./XV" TYPE XL/XV 29,69 EN 32.63 d N.94 IN 60 Kf I TYPE L 6 TYPE 2 uroUT A a Florida Building Code Online Page 1 of 3 BCIS Home Log In User Registration Hot Topics Submit Surcharge 1 Stats&Facts Publications I FBC Staff BCIS Site Map Links ,Search Fl�nda USER:Public User '•` Product Approval t } i ...��rr-i.n^.; Product Aonrcval Renu>Product or ADDlication Search>Application List>Application Detail <?' FL # FL19588 Application Type New Code Version 2014 Application Status Approved Comments Archived Cj Product Manufacturer Ingersoll Rand Address/Phone/Email 6200 Troup Hwy Tyler,TX 75707 (903) 730-4602 kirk.beason@irco.com Authorized Signature Kirk Beason kirk.beason@irco.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Anchors Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i ❑ Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Troy Bishop, P.E. RJ Validation Checklist-Hardcopy Received Certificate of Independence FL19588 RO COI Indeo.odf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 TAS 202 2004 Equivalence of Product Standards Certified By Sections from the Code t haps://floridabuilding.org/pr/pr_app_dtl.aspx?param=NNrGEVXQNN,tDgs%2fiiGFoyT6raROBcUXDe8d%2f... 1/9/2017 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 12/17/2015 Date Validated 12/17/2015 Date Pending FBC Approval 12/21/2015 Date Approved 02/10/2016 Summary of Products FL# Model, Number or Name Description 19588.1 American Standard Air Handler Steel Tie-Down Clip System (For Use with Mechanical Units (Ground Mounted) at Ground) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL19588 RO II Dwa.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE=0046549 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: FL19588 RO AE Eval.Ddf Created by Independent Third Party: Yes 19588.2 American Standard Air Handler Steel Tie-Down Clip System (For Use with Mechanical Units (Roof Mounted) at Roof) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL19588 RO II Dwa 2.0f Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE-0046549 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See installation drawing for applicable wind pressure FL19588 RO AE Eval 2.odf configurations. Created by Independent Third Party: Yes 19588.3 TRANE X Series Air Handler Steel Tie-Down Clip System (For Use with Mechanical Units (Ground Mounted) at Ground) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL19588 RO II Dwa 3.1)df Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE-0046549 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: FL19588 RO AE Eva[3.odf Created by Independent Third Party: Yes 19588.4 TRANE X Series Air Handler(Roof Steel Tie-Down Clip System (For Use with Mechanical Units Mounted) at Roof) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL19588 RO II Dwa 4.1)df Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE-0046549 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See installation drawing for applicable wind pressure FL19588 RO AE Eval 4.1)df configurations. Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. I Product Approval Accepts: https://floridabuilding.org/pr/pr_app_dti.aspx?param=NN,GEVXQN,,,tDgs%2fiiiGFoyT6raROBcUXDe8d%2f... 1/9/2017 Florida Building Code Online, Page 1 of 3 4 BCIS Home Loa In I User Registration Hot Topics Submit Surcharge I Stats&Facts Publications FBC Staff BCIS Site Map Links I ,Search lorida �� r pa *'', ProduApproval►(_ ��, USF' Plic Userj Product koproval Menu>Product or Application Search>Application List>Application Detail ' ? FL # FL19588 Application Type New Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Ingersoll Rand Address/Phone/Email 6200 Troup Hwy Tyler,TX 75707 (903) 730-4602 kirk.beason@irco.com Authorized Signature Kirk Beason kirk.beason@irco.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Anchors Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L. Bennardo, P.E. the Evaluation Report Florida License PE-0046549 Quality Assurance Entity Intertek Testing Services NA,Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Troy Bishop, P.E. © Validation Checklist- Hardcopy Received I Certificate of Independence FL19588 RO COI Indei) Ddf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 TAS 202 2004 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=xvGEVXQNNgDgs%2fiiGFo),T6raROBcLIXDe8d%2f... 1/9/2017 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 12/17/2015 Date Validated 12/17/2015 Date Pending FBC Approval 12/21/2015 Date Approved 02/10/2016 Summary of Products FL# Model, Number or Name Description 19588.1 American Standard Air Handler Steel Tie-Down Clip System (For Use with Mechanical Units (Ground Mounted) at Ground) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL19588 RO II Dwg.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE-0046549 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: FL19588 RO AE Eval:Ddf Created by Independent Third Party: Yes 19588.2 American Standard Air Handler Steel Tie-Down Clip System (For Use with Mechanical Units (Roof Mounted) at Roof) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL19588 RO II Dwq 2.1)df Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE-0046549 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See installation drawing for applicable wind pressure FL19588 RO AE Eval 2.1)df configurations. Created by Independent Third Party: Yes 19588.3 TRANE X Series Air Handler Steel Tie-Down Clip System (For Use with Mechanical Units (Ground Mounted) at Ground) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL19588 RO II Dwa 3.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE-0046549 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: FL19588 RO AE Eval 3.Ddf Created by Independent Third Party: Yes 19588.4 TRANE X Series Air Handler(Roof Steel Tie-Down Clip System (For Use with Mechanical Units Mounted) at Roof) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL19588 RO II Dwq 4.Ddf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo, P.E. PE-0046549 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See installation drawing for applicable wind pressure FL19588 RO AE Eval 4.1)df configurations. Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQNNtDgs%2fniGFoyT6raROBcUXDe8d%2f... 1/9/2017 ENGINEERING EXPRESS® r F p E p oTm PRODUCT EVALUATION REPORT ENGINEERING EXPRESS® EXPERT PRODUCT EVALUATION REPORT December 17, 2015 Application Number: FL 19588.3-RO FLB Project Number: 15-2530 Product Manufacturer: Ingersoll Rand Manufacturer Address: 6200 Troup Hwy Tyler,TX 75707 Product Name& Description: TRANE X Series Air Handler(Ground Mounted) i Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation(Florida Building Commission) Rule Chapter 61 G20- 3.005, F.A.C.,for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition (2014)and is,for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. I I Substantiating Data: • PRODUCT EVALUATION DOCUMENTS FLB drawing#15-2530-TG titled'A/C Unit Housing and Mounting Certification',sheet 1-1, prepared by Engineering Express, signed&sealed by Frank L. Bennardo, P.E. is an integral part of this Evaluation Report. • TEST REPORTS Ultimate test loading structural performance has been tested in accordance with ASTM E330-02 and TAS 202-04 test standards per test report(s)#0708.01-15 by American Test Lab of South Florida, Inc. • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Minimum Allowable Unit Width Original Engineer's Seal Valid for 2. Maximum Allowable Unit Height _ through_2_ 3. Minimum Unit Weight 4. Maximum Allowable Unit Surface Area 5. Clip Configuration and Anchor Spacing 17 I I I I, 6. Anchor Capacity for Various Substrates Maximum allowable roof-top heights for various installation wind Frank L. Bennar0b, speeds #PE0046549 N` ' 'SF ' �0''� r I No 33% increase in allowable stress has been used in the design of this product. - No. 46549 STATE OF •'� Oma. 0RVO 4'; 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 ''/�, S/QNAti PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM i ~�ENGINEERING EXPRESS=" December 17, 2015 E.X.P.E.R.T. PRODUCT EVALUATION REPORT (CONTINUED) Page 2 of 2 s Ingersoll Rand —TRANE X Series Air Handler(Ground Mounted) Impact Resistance: Not applicable to this product. Wind Load Resistance This product has been designed to resist wind loads as indicated on the Product Evaluation Document (i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document(i.e. engineering drawing), along with all components noted therein. 7 The product components shall be of the material specified in the Product Evaluation Document(i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the Product Evaluation Document(i.e. engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone(HVHZ). + + 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 W W W.ENGEXP.COM GENERAL NOTES (RANK L.MENNARDO,P.E. A/C UNIT HOUSING AND MOUNTING CERTIFICATION L /FOD 6j�9Y 1.THIS SYSTEM HAS BEEN rH?SIGNFO AND SHALL BE FAPRIUIED I •CERTIFIES BOTH UNIT INTEGRITY AND ANCHORAGE TO HOST STRUCTURE FOR WIND RESISTANCE(FOR AT-GRADE USE ONLY) ACCORDANCE WITI THE REOUIREMINIS OF IHC FLORIDA DLII l CODE FIFTH EDITION(2014)R ASCE)-t0.THIS SYSTEM MAY BACKUP ODA�,`.� USED WITHIN AND OUTSIDE THE NIGH VEIOCItt NURPIUNF S S CLIP Fr d _HT THIS DESIGN IS NOT INTENDED TO CE4R TIFY IMPACT AFS15`101- -�- p� CAU^^' THE MECHANICAL UNIT CAB1NlTRY. I 1 ASM `M 5F LL 2.NO 33.113%INCREASE IN AOWAPLE STRESS'III REEIEV EO1N 1 e � 09d. THE DESIGN Of THIS SYSTEM. - I ` 3.DESIGN B CERTIFICATION OF THE UNI UPINETRY II 0 L THROUGHTE5TAEPORT.0)M.01.1 S FIT AMERICAN TEST MOUSING MUST BE rt/ v tl11 SIXTH FLORIDA. N ,� TE F+O N CLIPPED TO TME BASE: 4.ALL DIMENSIONS AND IN MINIMUM WEIGHT OF MEC'HAIWfjQ �x' (1).12-14 SHEETUNIT SMALL CONFORM TO LIMITATIONS STATED HEREIN.ALL ' METAL SCREW PER CLIP r. r MECHANICAL SPE[IFIf.ATfONS(CLEAR SnACC,TONNAGE.ET CJ�i RIfsT SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE SELF DRILLING EXPRESSRESPONSI81trrYOFTiECONTRACTOR. A//F +I� L ■ U t2/4 901" S.ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF TNI$ •� T ie CERTIFICATION.AS A MI N IMUH,All.CONCAFTE SHALL OF II'SHALL ILAVE MINIMUM O W CY F5 IT e INSTALL SECOND CLIP 3• pMP(11SSIVE STRENGTH OF 7000RAL CONCRETE 4'HIM. "P51,IINCK L SS NOTED OTIEPWISF. I <Q Vf LL x BACKUP ROM TYPICAL CLIP AT 6.THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS 5.•: C t m E Z b�b� w �• ALL CORNER$ )R ELECTRICAL DISSIMILAR iRd AT-ALS ALS TO PRI-111 r0 BF.'CNa"IINE0 h 2 I I a y W 1 CLIP" ATTACHMENT ` 9 LAYOUT B W Dom° 3 LAYOUT A B.THE ADEQUAED CY or ANY O W 1 SCALE:N.T.S. ISOM. 3 (2) BASE CLIPS PER CORNER B.THE LOADS SHALL E'�RIf1ED PYRONE ONSITE 0E5IGN I�N 2 (1) BASE CLIP PER CORNER 1 SCALE:N.T.S. P0.0FESSIONALANDISNOTINCLAF.DINTHIS p W v ISOM. CERTFICATIONFYCF IT AS EIIPRESSLY MOWDED HEREIN,NO �W 9 ADDTIONAL RRTIf ICATIONS OR ArrIRMATIONS ARE INTFMOrO. O SCALE:N.T.S. ISOM. 9.BASF PAR MATERIAL CHOPPED FIBER LAMINATF W/FY-15 KIT. 1 UNIT PLASTIC COMPONENTS USED WITHIN IMF.HVHZ MUST MEET ALL ytr) I WIDTM� APPLICABLE FIRE/SMOKE./UV KitropMANCE REQUIREMENTS AS SET W d 4.30• FORTH IN THE ABOVE-NOTED BUILDING CODE. 0.400• o MAX 4.05•I 10. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT MAX PROVIDE INFORMATION FOR A SPECIFIC SITE.FOR SITE Z P 00.250• CONDITIONS DIFFERENT FROM THE CONOITONSDETAMI)HEREIN, Q $g 0�0 i C i Y A LICENSED ENGINEER OK REGISTERED AROIITECT SI+ALL PREPARE l] ,X •J o.aro.ary STE SPECIric DOCUMENTS FOR USE IN CONIUNCIION WITH TAUS .Z.. 0.00 c 80.100• t ' I 1.750• 2 FS6 1 LL WATER-TIGHTNESS OF E)OSTING HOST SUBSTRATE SMALL BE Z N O L 00.250" x,250• L zo TME NLL RESPONSIPILITY Of THE INSTALLING CONTRACTOR. N g= 0.73 BACKUP CLIP MATERIAL• 80.060•", COMTRAC'fOR SMALL ENSURE THAT ANY BEHOVED OR ALTERED 0.0.250• 1050 STEEL 0.070 TMK. ELECTRIC WATERPROOFING MEMBRANE IS RFSTORED AFTFR FABRICATION AND t•I� j IWMI 00.250'• PANEL W/ INSTALLATION OF STRUCTURE PROPOSED HEREIN.THIS ENGINEER 3 O N i }-O-teY 80.250• 0.000271(K.ZINC PLATE WITH CRONAK SURFACE CONVERSION. =N ILJI Tx11.L1EO SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE 1.30 • BEND RAD.0.06 UNLESS OTHERWISE SPECIFIED. fro FINS X 'J a n 3 .•NH` ISSUES WHICH MAY OCCUR AS WATFR-TIGHTNESS SHALL BE THE J p '-; 4• 0.200` 7.75• O nl.. ../ , f FULL RESPONSIBILITY OF THE INSTAt LING CONTRACTOR. I'L 0.3x5• 0.032• -'RICHARD 8RO7HER5 MAX u 1-a T I ENGAGINENT HOLE ANCHOR NOTES: 7 m I m 80.060•(3)Q FOR#12-14 SHEET 6 CONNECTION LAYOUT A 1,SEE ISOMETRIC RASE UYOUr FOR ANCHOR LOCATIONS PND/OR ce a o.eeo METAL SCREW(0,1860) SP MO. N d Y d j j SCALE:N.T.S. PIAN VIEW 2,ANCHORS SHALL BE INSTALLED IN ACCOPDANCE WITH W.e = p f BASE TAB BRACKET 0.120•TVP. 1 UI I f3Y• MATEIUAL: 0.145 MANUFACTURERS'RECOMMENDATIONS.lnIl IEE O.A)5'O.D.KO.)PO' N 0.06' • PRE-PAINTED GALVANIZED .030 THICK UNIT �J I.D.K 0.059'THICK WASHER O BASE CUP. z TVP. STEEL ESJ10[20J,PER WIDTH I 3.CMIf,QI$,7' !1:CONSIDERS HILT Kv/IK-CON ILA URP.ON$TEFL H O „ 3• OSOMM280 0,330• TAPCONS OR EQUIVALENT W/1•3/4•MEN EFFBED,2-1/3'MIN EDGE tt++ 4.30• DISTANCE AND 3•MIN SPACING(UNLESS NOTED OTHERWISE), G .060 THK. 0.180• 0.074' MAX 4.05" FASTENED TO MINIMUM 3,000 PSI EXISTING COF+C4RF AS VERIFIED BY = .060 INSIDE RADII UNLESS 80.425' MAX 1 OTHERS. p d 0.800'-'t"� RO.120"TVP. _ I 4.ANCHOR TYPE R2:COL SHrF.r"FIAI.SCRFWS(SMS)AS (U FOTHERWISE SPECIFIED 'u ,.L d RO.030' - SPECIFIED HEREIN SMALL BE MINIMUM-SAE GRADE 5 ASTM A-- rc PART NO. A B C D E FU-tr I f 0.04S .045 0.179 SPACED THREAD W/MIN(S)PACES PAST THREAD PUKE,INTO S L MINIMUM 1/B•TNIf.K A36 STEEL.USE F l4-t 4 SUIS SLAC W$WIT/5/P' 015'10115x01 2.50 212 2.4] ].3J J.7R 1.48 R `- ,(Q�� Z EDGE DISTANCE FOR STFCL HOST STRILML-r. IIuR 0.100' „'T4R z W S.MINIMUM EMBEDMENT SMALL OF.AS NOTED.MINIMUM EFI9EDMF4T F d DI53DOSPD2 2.10 1.91 2.03 P.93 338 IAB A O.SOD, 0,190• 80.07' L • AND EDGE DISTANCE EXCLUDES STUCCO.FOAFI,INSUUTON,AND o $ $ R RO.060'(2X) 0.330' / ELERRIC rI OTHER FINISHES. 4 BASE TAB BRACKETS 5 BACKUP CLIP INTEGRATED TABLE DIRECTIONS: o.3s0 • y-�, PANEL wi {9 B SCALE:N.T.S. 17.75• / �% a �S�ING rc�'�� i. SELECT DESIREDLE IT ANCHOR CO ■� sY yyyR y 1 SCALE:N.T.S. .1_ e1- SELECT AMICABLE R ANCHOR TYPE LIHDE4 CONSIDEPATON AS d Q 11 1 MAX MAIZE NIT OTHERS. "� g {I 7. MATCH UNIT SIZE WITH THE LE WIND I ED MOST RE FOR T E AND y} g UNIT MODELS 7 CONNECTION LAYOUT IE OBSERVE MAXIM VMALLOWINDFINDPRLSSVRErOR TIE SYSTEM. 0.026' AMICABLE MOMS: SIE-SPECIFIC REWIRED WINO PRESIURES n[R c[PA0.4T(: $ULE:N.T,S. PLAN VIEW UNIT HOUSING- 2/4TTA,2/4778,4TTR,477X,4772,4TV, 1 CERTIFICATION OR(D OTHERS. B 0.178" 4TWA,2/47WB,4TW11,4TWX,47WZ,47WV TRANS UMrcS 4. UTILIZE LAYOUT AS LISTED IN TAOLE. Y � 0.296'X i' _ C LONG NIPPLE ALLOWABLE WIND PRESSURES FOR - --- ---- --- '-----__--_ !•u4rc wlrcHT•)s IP pp S CLEAT I APPLICABLE ANCHOR TYPES: I •-UNIT WEIGH-301 11 i MULTIPLE BASE BRACKET AND UNIT fppd + o.o3D• 0.x96• HOUSING CONFIGURATIONS' A IND SEE ANCHOR NOTES FORA UYdfTW BASE TAB !(DEFAULT UNIT WFIGHT�I)0lP) rC Nt lRgS E_R6IIDSL DESCRIPTION OF ANCHOR BRACKETS: L01RB1R E1KMIEHSRI or" B45EPANUNIT LIMITUMrc TYPE.I 00..2 DESICNATON w7on( De.M H<reHr �-_- 15-253 -TG 15.69IN. .42 IN 12.771N 60 PSF - ME I hTriC I _._LAYOIJf A ' - ---- -------:.._ _.._.._. B Ol i --T9PE��I U.e91N 38.1101 77.e01M 60 PSF TYPE i BTYPF 7 UT'dRA TE.00WN CONFIGURATIONS REQUIRE ►AO[DlEC1U[[jQflj _ M----1 32.63 M 40.70/N 60 KF Ty"1 e TYPE 2 - LAYOUT A �._.._.. _ SEE 6/ OR 7 1 FOR I ILLUSTRATION. N P 4SR-O F.IRAN! -�kS 39.691N 32.63 ON 78.711M _ 6015/ fTYPE 1 R ME 2 LAYOUT A - � 5[[6/1 OR 7/1 FOR tLLUSTRATOH. 14138-0002 03 giE A/C HOUSING I tee° ]4.29 IN )7.2299 IN 29.19 IN _60 PSr- �_-_-TYPE I BTOEI_ -- DR45.17104 60�y O-VT A '* ITR 1R IN•' N391M )7.29IN ]3.861M 60 PSF_- - TYPE 1 hTYPE 2 -_.._ -LAYOUT B -• /T ++ 8 CLEAT -- Tm KL 1Lv 19A9IM ]2.0 IR 48.00 IN _ GO PSI--- �-----iYPe 1 R TYPE I --- LAYOUT B - PAVE • C ' SCALE:N.T.S. SECTLON TYPE"XB/XR/XV NR YL/KY 34.29IN 37.if IN 41.ee IN 60 PSI I TYPE 1 B TYPE 2 _ LAYOUT A _ U 1 TYPE"XL/XVI TYPE TO, %V 29.69 ON 1 32.65 IN 39.941N 60 Psr TVP!1 B TYPE 2 UYOtT A