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MC-16-1889 (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-262703 Permit Number: MC-7-16-1889 Scheduled Inspection Date:August 31,2016 Permit Type: Mechanical - Residential Inspector: Perez,JanPierre Inspection Type: Final Owner: PEEL,JEFFREY Work Classification: A/C Replacement Job Address:487 NE 100 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060170540 Project: <NONE> Contractor: AFFORDABLE AIR&HEAT INC Phone: (305)940-0777 Building Department Comments EXACT CHANGE OUT. 2 TON 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. August 30,2016 For Inspections please call: (305)762-4949 Page 8 of 38 88 Lac Miami Shores VillageG1 Fsidental 10050 N.E.2nd Avenue NEIN �, y wm� Classatf Rb lafnent Miami Shores,FL 33138-0000 i A f�APPROVED Phone: (305)795-2204 i. Issue p 7/1112olo,I Expiration: 01107/2017 Project Address Parcel Number Applicant 487 NE 100 Street 1132060170540 Miami Shores, FL 33138- Block: Lot: JEFFREY PEEL Owner Information Address Phone Cell JEFFREY PEEL 487 NE 100 ST MIAMI SHORES FL 33138-2446 Contractor(s) Phone Cell Phone Valuation: $ 3,850.00 AFFORDABLE AIR&HEAT INC (305)940-0777 Total Sq Feet: 0 Tons:2 Available Inspections: Additional Info:EXACT CHANGE OUT.2 TON 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 $2.40 DBPR Fee Invoice# MC-7-16-60475 $2.02 07/11/2016 Check#:3423 $ 104.19 $50.00 DCA Fee $2,02 Education Surcharge $0.80 07/07/2016 Check#:3415 $50.00 $0.00 Permit Fee $134.75 Scanning Fee $9.00 Technology Fee $3.20 Total: $154.19 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL wor . OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do the work stated. 't� "A m`, 7C o%r�P` July 11, 2016 Authorized Signature:Owner / Applicant / Contractor / Agent bate Building Department Copy July 11,2016 1 Miami Shores Village �- Building Department JUL 0� o� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 64-9 FBC 2014 BUILDING Master Permit No., c t6® d887 PERMIT APPLICATION sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ® MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP , � CONTRACTOR DRAWINGS Abn � (1 JOB ADDRESS: `fil IDD u 1� 2 City: Miami Shores County: Miami Dade Zip 3✓��CJ Folio/Parcel#: 11.3 • 01' 1 - 0540 Is the Building Historically Designated:Yes NO X Occupancy Type: 120b Load: Construction Type: 1?169MV— Flood Zone: BFE: FFE: OWNER: Na a(Fee Simple Titleholderl:J�"� Phone#: 30 159- 50(-?q Address: I� 1 �L City: W&W State: Zip: 331)fes 9qTenant/Lessee Name: Phone#: i5cs-1� 1p Email: CONTRACTOR:Company Name: ']r/ �q-- Ip 41 V— 4 '�'�� Phone#: �O 1D 0000 1' / Address:.151Z5��K )( v V I City: 1' )17 q�� 6 I State: "f1 Zip: ry 1 (��1r �'"� Qualifier Name: V� t Phone#: 3uJ "!//`�� () o State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: Stajte: Zip: Value of Work for this Permit-$ ��® � v Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: / Submittal Fee$ � � Permit Fee$ ` CCF$ Q• �t CO/CC$ y Scanning Fee$ `"i a Radon Fee$ c';w DBPR$PDQ- 0 Notary$ Technology Fee$ -�?` Training/Education Fee$ Double Fee$ Structural Reviews$ Bond p TOTAL FEE NOW UE$ (Revised02/24/2014) B c ' Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. the absence such posted notice, the inspection will not be appr v d and a re pection fee will be charged. Signature Signature OW E or AG CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ILI 20 � by �q,r, day of 20 by —77 ��— who is personally known to ,wh personally known to me or who has prod uced-l-DUPwW"!)4g51IQ as me r who has produced as identification and who did tam kan oa identification and who dl oath. yea, EVLINE LOLO ,•`err°.H. EVLINE LOLO NOTARY PUBLIC: '' • .°iz_ Notary Public-State of Florida NOTARY PUBLIC: /; Notary Public-state of Florida My co r.m Expires Jul 17,2018 ti= :o, My Comm.Expires Jul 17.2018 comm!ss,c n #FF 117096 %'fog Commission #FF 117096 Sign: l ' �" Sign: �VV. Print: E Li"C- �L% Print: v Seal: Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 000013 -..:.. , ....-:....... I' Local Business Tax Revel tpt lm i a mi-Dedel- Corunty, stats,00 ofOT SolidsLBT —TH2102424 BUSINESSNAMElLOI9An*r4 EXPIRES AFFORDABLE AIR&HEAT INC PgWWAL SEPTEMBER No 2016 NE 190 ST 221'�1� Must be mspleyed et pleas of siness 515 515 N FL 33179 pursuant to County code Chapter BA—Art.9&10 OWNER SEC.TVIPE OF 9USHUGS PAYMENT RECE AFFORDABLE AIR&HEAT INC CAC04t1 N 5 00 07/15/' 196 MECHANICAL CONTRACTOR $7TAX TOR Worker(s) 1 CHECK21-154949 This Local BusinegsTeR Receipt 001y0erifirms pabf tui call Business Tax.The Re 0PI t 8"Canso, permit,or9certification ofthe hotdeirtqualificetwtodob08lll�thelderMWQ with any ernmental or nongtWsmmemlam 642 al regulatory la9ad requirements which oppl9 boalfillft The RECEIPT N0.above must be displayed 011 all commdrbial vehicles—AAFanll-bade Cede Sec ea-276. For more information,visit 40AMN,mi■midadecovAaxcolieCtor s RICK SCOTT, GOVERNOR Y KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSIAESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARDsit h x ' CAC048111 The CLASS B AIR CONDITIONING CONTRACTOR Named below IS CERTIFIED ' �= Under the provisions of Chapter 489 FS. Expiration date AUG 31, 2016 s, FREEMAN, JONNIE S .� AFFORDABLE AIR & HEAT FN 515 NE 190TH ST MIAMI FL-334 ISSUED: 08/28/2014 DISPLAY AS REQUIRED BY LAW SE ;T L1408280001794 ,sem°R�, y Miami Shores Village Building Department l... nmM 10050 N.E.2nd Avenue Mi imi Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUM ER: 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. W1Job Address(where the work is being done): �iJ t V4& �lrl.t) $+, City: Miami Shores Village County: Miami Dade Zip Code: --` a ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS AHRI DATA SHEET REQUIRED Change disconnecting means:YES❑ NO❑ ARHI Sheet Attached:YES ❑ NO❑ Contract Attached:YES ❑ UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER IQ•Ac" _mgaAHU or PKG. UNIT MODEL# M 2 N COND. UNIT MODEL# KW HEAT 2 NOM TONS AHU ' CU B'Q PKG 1)M.C.A AHU��� CU PKG AHU. ?'CU < PKG 2)M.O.P AHU<eCU PKG AH �CUZ'' PKG 3)VOLTS AH P>CU 2---f-3PKG PKG UNIT / / PKG UNIT EER/SEER YES ILD REPLACING DUCTS YES YES REPLACING THERMOSTAT YES YES NEW 4"CONCRETE SLAB YES YES NEW ROOF STAND YES YES R97 NEW RETURN PLENUM BOX / YES 1. Minimum Circuit Ampacity(Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size):, �� 3. Voltage of Circuit(208/240/480): Yv 4. Size Disconnecting Means: Contractor's Company Name: 4s1-, Phone W�CIuO can State Certificate or Registrat' n No. Certificate of Competency No. Signature Date: u er's signature) (Revised02/24/2014) JUL 01 2016 Certificate of Product Ratingi' ', AHRI Certified Reference Number: 8676073 Date: 7/6/2016 Product: Split System: Air-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: 47TR6024J1 Indoor Unit Model Number:TEM4AOB18S21+TDR 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 name: XR16 Manufacturer responsible for the rating of this system combination is TRANE 0000 . . 0000 0000. Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Co rfdqibfVng aMAir•.Source •• Heat PumnEquipment and subject to verification of rating accuracy by AHRI-sponsigre,4,•ipdependeVt third 6••; party testg .09.60 9 0 0000 0000 0000. Cooling Capacity(Btuh): 23800 0 0 EER Rating (Cooling): 13.00 •• •• •• •••6• 0000.. SEER Rating (Cooling): 15.00 0 • 0000.. 0000. IEER Rating (Cooling): •..0 000. 00 'Ratings followed by an asterisk(')indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. i 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 p r In of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed e directory at www..otnidlrectory.org. TERMS AND CONDITIONS Ak"® This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for Individual,personal and 71 confidential reference purposes.The contents of this Certificate may not,In whole or in part,be reproduced;copied;disseminated; entered Into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's Individual, personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.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.: 131123070833528111 •••: : 11 q 7l. •• • : APPROVED DESIGN PRESSURES: %LS-ENNA-RD-0.P.E. A/C UNIT HOUSING AND ROOF MOUNTING CERTIFICATION •0.5�CERTIFIES BDTH UNIT INTEGRITY AND ANCHORAGE TO HOST STRUCTURE FOR WIND RESISTANCE f • • • • • ULTIMATE ALLOWABLE EXPOSURE MEAN ROOF CENTROIDWIND SPEED WIND SPEED aM A/C UNIT WIDTH ITDEPTH c _ 37.29'MAX. y� A/C UNIT DEPTH ATTACH ALUMINUM ANGLE TO ( (34.29•MAX. --• (37.. MAX.) -+ wM''I TING�R4ME W/7(9'-16•t'SS 1)5 MPH u6"PH O HEX n AD BOLT NITi.7/8•,040"TNIIX C D t .rASHcR ar TOP ANc 3^n'.UB rHtcx lI •CENTROID HEIGHT IS n,r HEIGHT OF THE UNR'5 GFOMETRIC CENTPOID ABOVE i ___ - BEARING PLATE WITH!/8'a.NO-TI.1 X •: :��0' / I • .1 ••• THE LISTED MEAN ROOF HEIGHT.THE SYS fEM ILLUSTRATED HEREIN IS Ar'PROVED WASHER AT BOTAcH co WITH 9)R6'*r i 1.�5�"- •• FOR INSTALLATIONS TO ROOFTOP STANDS(BY OTHERS)UP TO 30-IN HEIGHT. AT EAOM coNNELTIO•POsTr • • • • tMEAN ROOF HEIGHT OF THE BUILDING TO WHICH THE UNIT IS BEING INSTALLED. 2. WON M SS HEX HEAD 3/8"-16 z 1• • • ATTACKED ALAR.ARCUL O • • pp • • ATTACKED PEF►ENlRW1AR • • FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE ULTIMATE ® �Q ^ BOLTS PER ANGLE • I�T O SUPPORANG FRNME,TYP. • • WIND SPEEDS USED IN THIS DOCUMENT,SEE SECTION 26.7.3 OF ASCE 7-10. �., Is.00• 15.rtSUPPORT 0.75• t 0 GENERAL NOTES W':; silo if. tr , I Loo• Is o• �(� i z D Z ao 0.125' 0.212" L'(MI5 SYSTEMHAS BEET DESIGNED AND 6Hau eE FABR[Cn7E0 IN a[CORDAnGE wDll ry L..7'i _L • f .•• •• • THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FIFTH EDITION(4014).THIS U N 't"' I L SriTEN CRIT BE USED D TOC AND OUTSIDE THE NIGH ROOF-TY HURRICANE ZdVE.THEQN _ }t 11 ASCE710S ONN 295 FFO RR�uTTOP MQCµ75 NHi60FT..(� 90 q51111" o.oar • • • • • qyy QS MIN. 0.!925t •• w O • THE HVHZ,(GcY1 -I.S FOR ALL LOCATIONS( (CONCURREPM.(GCrk_a-3.10 W 6C4 7 a• •'°3*U8•BEO•ING• • WITHIN THE -yPERFSC 1620.6(CONCURRENTWITH(GCr) ).ALLOTHER DESIGN CO_ • MATE�T THE• • •• • VARIABLES ARE W ACCORDANCE WON ASCE 7-10 MaoimC 7fi A w TNTC p r lyq Ot - PRD].OF ��MOFTHLI 7� NOT MENDED TO CERTIFY IMPACT RESISTMiCE OF THE MECHANICAL UNIT CABINETRY. mO. •2.NO 33.1/396 INCREASE[N ALLOWABLE STRESS NAS BEEN USED IN THE DESIGN OF TIE DOWN 3•x3'xl/8•THICK FFw4GGEE�CKNESSaLL BRACKETS _ ALUM.ANGLE 0.21r M81,TYP. 3OESTGf1 6 CERTIFICATION OF THE UNIT CABNETRY IS APPROVED THROUGH TEST ,y 40 �IIN. -I SUPPORTING FRAMERtBgRTI0708Ai-15 BY AMERICA/TEST LAD OF SOUTH FLORIDA. �EQ. EQAME '}..E I (BY OTHERS) OR 4.ALL DNHPN AND THEMTNIM"WEIGHT OF MEQIMECAL UNIT SNALI,CONFORM Q._�EQ. EQ.--1-EQ. U TO LIMITATIONS STATED HEREIN,ALL MECHANIC SPCa7FI0LTION5 CLEAR SPACE. BY OTHERS :I 1 I I 2 REINFORCING PLATE 0 TONNAGE,ETC.)SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS Rcsvo,LSIBn.ITr OF THE CONTRACTOR SCALE:6'-1'-0' SECTION S.ALL SUPPORTING FRAME SHOWN HEREIN SHALL BE BY OTHERS AND IS NOT PART OF 0.183• THIS CERTIFICATION.A MID"0.Wr THICK ALUMINUM(8087-T6 MINJ OR STEEL UNIT LEFT ELEVATION UNIT FRONT ELEVATION UNIT RIGHT ELEVATION O (FV-33 KSI MIM.)RANGE IS REQUIRED.ADOITIONALLY A HLMFORCENmxT PLATA SMALL 88 USED AT TH8 UNDERSIDE OF THE FLAIGS FON 0.090• 0�•S.ALLOy��THREADS I BRACKETS MECHANICAL � Z } 30'MIN.- (2)3'x3' 1/8'THICK ALUMINUM %3THIC OR ANGLE ATTACHED PERPENDICULAR Z p S S LEFT SIDE TO SUPPORTING FRAME X2 ONLY.BOLTS USED To FASTEN ALUMINUM ANGLES TO SWPORTM FRAME(BY Gnaws) SMALL Be ASTM F593 410 STAOa.ES4 STEEL OR EQUIVALENT AND SNAIL UMM SAE n N Z LEFT SIDE LEFT SIDE GRADE WASHERS B NUTS.PROVIDE(S)PITCHES MINORA PAST THE THREAD PANE FOR Q S L,�• SHEET METAL SCREWS.ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION J 6^n 31 PROTECTION TO PREVENT EIECTROLTSM ALL FAST MM CONNECTIONS TO ALUM" J _ TIE-DOWN BRACKET SHALL PROVIDE ZXDIAMEIER EDGE DISTANCE. PD >•RC' ' O r , CLIP 2 P3 MIAMI TECH CUP CUTD14:12Ga 6iATHRIAE M R S TO INSULATE ALL MEMBERS FROM DISSIMILAR O 0L ENT ELECntDLysm +Q2 G (0.090')ASTM A653,MIAMI TECH 7.ELECTRICAL GROUND.WHEN REQUIRED.TO BE DESIGNED&INSTALLED BY OTHERS. UL � 3 0 KIT i TASS830K(FOR MODELS B.THE ADEQUACY OF ANY EXISTING STRUCTURE TO wmwAND su RWtA FOSED LOADS g 2C 7L 1E t w w w WHERE DEPTH<33•)AND SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND 15 NOT 94CLUDED IN W O O t Y w wTHS CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL 9 p 2 p 00 C 0 p LU TASSB36K(FOR MODELS WHERE CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. m� ur M`)/ 0 U'S in N DEPTH 2 33') 9.'BASEPAI MATERIAL CHOPPED FIBER LAMINATE W/PY-IS KS.PLASTIC COMPONENTS Z ry I-. z x T Z USED WITHIN THE HVNZ MUST MEET ALL APPLICABLE FIRE04OKEIUV PERFORMANCE N� a 0 C REQUIREMENTS AS SET FORTH IN THE ABOVE-NOTED BUILDING CODE. �' K IFFERENT FROM THE COMMONS x LL m LL 0 LL m 10. THE SYSTEM DEFAMED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION ^ CONTROL Q DETAILED HEREIN,A LICENSED ENGINEER OR CONDITIONS REGISTERED ARCHITECT SHALL PREPARE 8 PANEL g SITE SPECIFIC DOCUMENTS FOR USE IN CONNNCTION WITH THIS DOCUMENT. s MSM RESPONSIBILITY OFOF THEINSTALLINGINNSSTALLLING COOF EX1STU%G�MCT CONNTMSUBSTRATE ACTOR BE TMALLL ENSURE THAT Q CUP CLIP O.IZS• ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE S RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSE)HEREIN.THIS ENGINEER I SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY 1�•� ' a 0,0 Y4) }--3.000'-A CONTRAS WATER-TIGHTNESS SMALL BE THE FULL RESPONSIBILm OF THE INSTALLING 6 d RIGHT SIDE RIGHT S[DE Y1 RIGHT SIDE CONTRACTOR 37.29•MAX.A/C UNIT DEPTH PAN TOP VIEW POINT XI ALUMINUM ANGLE gI • UNIT TOP VIEW SUPPORT FRAME X4 6061-T6 Z/APPLICABLE 4T rAA,,2/gTTB,4TTR,4TTX,4TTZ,4TTV, a F�'(� BY OTHERS MIAMI TECH TIE DOWN PLAN VIEW 4TWA,Z/4TWB,4TWR,4TWX,4TWZ,4TWV o i x@a (2)3/8•-16 x 1•SS HEX HEAD BOLT WITH CLIP CUTD14:12Ga TRANE UNITS 7/8•x.040"THICK WASHER AT TOP AND 3"xl'xl/8• (0.090')ASTM A653 H untr DIMEns[ons(IN) ANCHOR Loanon oMF>rslons(IN) THICK T BOT T PLATE WITH 7/NUT PE•ANGLE unR a WASHER AT BOTTOM WITH 9/16-NUT PER ANGLE (9)t10-16x3/4"410 SS HEX DESIGNATION REM WEIGHT O.IP 1 1 CLIP 2 CUP 3 CUP s (LB WASHER HEAD (LB) WIDTH TEK SCREWS x1 WIDTH DEPTH HEIGHT r1 X2 tt z3 r3 x4 Y4 4224% R�g OAcg7 ! 1/4'-20 x 3/4'SS HEX HEAD THRU BOLT WITH 5/8'x.059'THICK WASHER AT TOP 1 120 25.69 26. 32.n 6 Y, % 4% 2a% 24 Ya 23 V, 1 R ra AND BOTTOM AND 7/16"NUT AT EACH CONNECTION POINT.ALL BRACKET TO z 120 25.69 28.4z 25.60 6 f4 % a, Zs% aq% 24% 23% t z^h A HOST CONNECTION SHALL BE ATTACHED THROUGH THE ANGLE AND TOP FLANGE � OF SUPPORT FRAME,EXCEPT THE BRACKET NEXT TO CONTROL PANEL CORNER TYPE zB 7 zR r xv 3 IZB 29.89 32.65 go.7o 7, 4% 28% ze ze% 27% 1% 15-2530-TR 4 120 29.69 32.6S 28.77 7, Y" 4% 28 Y. 28 28Y" 27% 1% QI PROJECTION OF 3"x3•xi/8• s T4s 3x.29 37.29 45.77 8 Y, % S% 32% 32 32% 7t t, pq�O DNy THICK ALUMINUM ANGLE PAGN ON BRACKET CON. DETAIL (6061-76) 34.29 37.29 29.18 BITS % 5Y, 31 Y. 32 32, 31 1, 0 I 7 304 34.29 37.29 53.86 BSS % S Y, 32% 32 72, 31 1 Y1 104SR-M 03 SCALE:11/2•=1'-O' ELEVATION I 3 120 29.69 32.65 48.00 7, % 4% 28% 28 28% 27 Y. t Y. os9 1 UNIT PANEUCORNER POST.0.075'THICK SUPPORT FRAME BY T1-xL!zv ^ PAINTED STEEL 9 120 34.29 37.29 41.88 8 SS , S% 32% 32 32% 31 t Y. �IUII (FU 58 KSI MIN.) '-OTHERS (0.087•THICK LO tzo z9.69 32.65 39.41 7 YM % a% 28% 28 28% 27Y t MIN.TOP FLANGE) • • ••• • • • ••• A/C UNIT HOUSING AND ROOF MOUNTING CERTIFICATION: • : 0.5(r-. " 0 APPROVED DESIGN PRESSURES: °F"E"oo,`ssae9NNAR0O'°'E 'CERTIFIES 80TH UNIT INTEGRITY AND ANCHORAGE TO HOST STRUCTURE FOR WIND RESISTANCE • • • • ULTIMATE ALLOWABLE MEAN ROOF CEMROID • •ISO*1 • • [�O�®�0 � EXPOSWtEHEIGHT'A(3 UNIT DEPTH -A/C UNIT WIDTH A/C UNIT DEPTH ATTACM ALUMINUM ANGLe To II 10(37.29'MAX.) (34 29"'RAX.) � i7.Z9'MAX.) I ,JPFORTINGFRAMEWlTAB'-16x1.55 � O '�M 16 � 230 FT 57•HEAD BOLT WITH 7,d'x At)'THICK O _ 0 13s R 57' u ASMER AT TOP AND)'.3'•:'9'tHilx 'OF THE UNITS GEOMETR!C�-ENf.;()!0480VE I t) • SEARING PLATE WITH 7/3-x.C A,)"PHICK•I•• i7Q.2-O � C I •• 'CENT-�.OID HEIGHT!S rF�F I�E[�.�y, ":rLO �'l7x 'WASHER 11BOTTOM WITH 9116-MIT • • • THE LISTED MEAN ROOF HEIGHT.THE SYSTEM ILLUSTRATED HEREIN IS APPROVED qT FACIA CONNECRf�F P�Yi • • • • 1�5�7' • FOR INSTALLATIONS TO ROOFTOP STANDS(BY OTHERS)UP TO 30'IN HEIGHT. (2)3/8"-16 X 1" • • 3'x3'xT/�'ALL.Is. O • tMEAN ROOF HEIGHT OF THE BUILDING TO WHICH THE UNIT IS BEING INSTALLED. Z O? ^, 5S HEX HEAD • • ATTA{CML�PE7(bENs[CaAR • FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE ULTIMATE ® W 75 BOLTS PER ANGLE • TO SUPPQahNG F*MF TYP. (�0 • WIND SPEEDS USED IN THIS DOCUMENT,SEE SECTION 26.7.3 OF ASCE 7.10. Q 70 T"m4 : Is.00• ls.DO 1 �, o.7s I 0 GENERAL NOTES �' ;��( f IS 0.125' 0.212• �(�J I.THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH �,Z L D �Pj . r•MIN.•• !• l• THE REQUIREMENTS OF THE FLORIDA BUDDDIG CODE FIFM EDITION(201q-TT16 `•! m j U i o u TIE DOWN u 1 �- • • • .B n SYSTEM MAY BE USED WITHIN AND OUTSIDE THE HIG ygOQTy HURR1CAt1E ZONE.THE UI (_� Fa•Q " C BRACKETS I 0.087, • • • •�j '* DESIGN CRITERIA USED TO CALCULATE THE ALLOWABLE ROW-TOP HEIGHTS CONSIDERS U ASCE 7-10 SECTION 29.5 FOR ROW TW HEIGHTS(R0>60 FT.(GC,X_..I.90 OUTSIDE Y D MIN. • O.•Z599 •• THE HVH2,(G�j�e1.4 FOR ALL LOCAT[QNS(CONCURRENT.(Cir,k,me'I.10 111 N Q I I • •1'x3R'1/tl6El•UNd �TT WITHIN THE NVM33ER FBC 1620.6(CONCURRENT WITH W `y+ • •RATE•r TME• • •• •1t7• (Gr1 )ALL OTHE0.DESIGN W L-L1 ---- - _ _ _ _ -- _ __ -. - -- _. _ VARIABLES ARE IN acr_nRDANrF wrrM sect 7-.n n,.�e d13;_ ....�,."".�.s PROS.OF - W TME O NOT ""ENDED TO CERTIFY IMPACT RESISTANCE W THE MECHANICAL UNIT CABINETRY. (A 3 -Q 3'x3'%1/8'THICK FLANGE FOR AN OVERALL 0.75W L NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS SEEN USED IN THE O6SRRN OF w °iI 2 TIE DOWN _ FLANGE THICKNESS W THIS SYSTEM. R]lY S 1 - ' 40'MIN. BRACKETS ALUM.ANGLE 0.21Y MIN,TYP. SUPPORTING FRAME 0 3.DESIGN 6 CERTIFICATION W THE UNIT CABINETRY IS APPROV®THROKim TEST Wo if •• �-EQ.+EO. I SUPPORT FRAME }- Q.-�E .1 1 (eYOTMEts7 REPORTP0708.01.15 BY AMERICAN TEST Lae W SOUTH FLORIDA ~ 4.ALL DIMENSIONS AND THE MIITIM7F1 WEIGHT W MECNMICAL UNIT SMALL WNFORM I E Q �'+EQ' TO NTTATIONS STATED HEREIN,ALL MECNMIICAL SPECIFICATIONS(CLEAR SPACE, BY OTHERS 1 2 REINFORCING P LATE O TORMAGE.ETC)SMALL BE AS PER MAIpffACTDRER RECOMMENDATIONS AND ARE THE 1 EXPRESS RESPONSIBILITY W THE ODIYTP/YLT00. N 1 SCALE:6"m V-0' SECTION 5.ALL SUPPORTING FRAME SIROTYC HEREINAC SMALL BE BY OTXERS AND IS NOT PMT OF 0 0.183" THIS CERTIFICATION.A MWIMUM O.DET THICK AUA4Ogpd(6063-Te Mill.)pt STEEL UNIT LEFT ELEVATION UNIT FRONT ELEVATION UNIT RIGHT ELEVATION (FY_33 ILS[MDNJ FLANGES REQUIRED.A•D37IOM , RIBINIMIRCUSEArr PLATE SMALL M USED AT THE THE FLANGE }---30'MIN. (2)3'z3"xl/8'THICK ALUMINUM _ 0.0�, 0 OVERALL5. 0O FASTEN(16 MIN THREMS PER INCH)ASTK F593 410 gMe Z n I AN ATTACHED PERPENDICULAR TO SUPPORTING FRAME XZ ONLY.BWTS usm TO FASTEN ALUMINUM ANGLES TO SwvORTOKG FPA6KE(er On1eRS) INLESS STEEL OR OQUEVALENIT LEFT SIDE - SMALL SB ASTM FS93 410 STAINLESS STEM OR EQUV4LQ"AND SHALL UTIII>7i SAE LEFT SIDE LEFT SIDE LI t1 7� GRADE WASHEiLS a MITIS PROVOS(S)PITCHES MII®DUM VAST THE THREAD PLANE FOR P 1.000' SHEET METAL SCRERYS.ALL FASTENERS SMALL HAVB APPROPRIATE CORROSION (n PROTECTION TO PREVENT MACTOLYSM ALL FASTENER CONNECTIONS TO ALUMINUM TIE-DOWN BRACKET SHAUPRovIDe 2xDIAMETER EDGE OISTAM 6 .THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR O�' O o O CLIP 2 CLIP 3 MIAMI TECH CLIP CUTD14:12Ga MATERIALS TO PREVENTELECTROLYSIS, 3d (0.090")ASTM A653,MIAMI TECH 7.ELECTRICAL GROUND,WHEN REquut D.To BE DESIGNED a INSTALLED BY OTHERS. (�/}� i O KIT F TASS530K(FOR MODELS S.THE ADEQUACY W ANY EXISTING sTTBFCTURE TO WITHSTAND SUPERIMPOSED LOADS P+Ks SMALL ITE VERIFIED BY THE OMSFTE DESIGN PROFESSIONAL AND 15 NOT INCLUDED IN W Z G qW w WHERE DEPTH O 33•)AND THIS CEanFtrATWN.EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL o z G o 0 0 0 N+ TASSB36K(FOR MODELS WHERE J (g N . CERTli1CAnON5 OR AFFlRNAT[ONS ARE RITENDFD. l3 Y £ t„ O IA ry /� DEPTH>33') 9.9ASEPAN MATERIAL CHOPPED FIBER LAMINATE' FY-15 X51.PLASTIC COMPONENTS Z Da 0 O2 U T USED WITHIN THE MVMZ MUST MEET ALL APPLICABLE F61FfSNOXE M PERFORMANCE 1 Q30REQUIREMENTS H ESYSTTEM DETAILED HEREIN IS GENERIC DOES NOTBUILDING PROVIDEINFORMATION G 6 F LL CONTROL e. m FORA SPECIFIC SITE FOR SITE CONDITIONS DuwRQNT FROM THE CONDITIONS 2!O ry PANEL $ OR REGISTERED SITE HEREIN, UENGINEER SPREPARE CICtUSOTS CONJUNCTIONwrtH DOCUMENT T �M IL ES $q E6E6 W EXISTING HOST SUBSTRATE SHALL BE THE FULL �U7 m 0.125' RESPONSIBNir W THE INSTALLING CONTRACTOR.CONTRACTOR SHALL ENSURE THAT CLIP 1 CLIP 4 ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION W STRUCTURE PROPOSED HEREIN.THIS ENGINEER SMALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY '6 s RIGHT SIDE RIGHT SIDE 0'0 RIGHT SIDE YS OCCUR AS WATER-TIGHTNESS SHALL BE THE FIR.RESPONSIBILITY W THE INSTALLIFxi d 3.000• CONTRACTOR 9 37.29'MAX.A/C UNIT DEPTH PAN TOP VIEW POINT XI Y4 ALUMINUM ANGLE of g� y 88 UNIT TOP VIEW SUPPORT FRAME X4 6061-TIL 8 C 6 (SSC BY OTHERS MIAMI TECH TIE DOWN PLAN VIEW e (2)3/8•-16 x 1"SS HEX HEAD BOLT WITH CLIP CUTD14:12Ga 7/8'x.040'THICK WASHER AT TOP AND 3'xI"xl/8' (0.090")ASTM A653 �e �4 THICK BEARING PLATE WITH 7/8'x.040'THICK (9)t10-16x314"410 SS HEX APPLICABLE MODELS: g � WASHER AT BOTTOM WITH 9/16'NUT PER ANGLE WASHER HEAD 2/4A68,4A6C,4A6H,4A6Z,4A6V, III SELF-DRILLING TEK SCREWS 2/4A7B,2/4A7C,4A7A,4A7Z,4A7V,2/4TTA,2/4TT8,2/4TWB061 q6 g 1/4`-20 z 3/4'SS HEX HEAD THRU BOLT WITH 5/8"x.059'THICK WASHER AT TOP 0 AMERICAN STANDARD UNITS $ S mAND BOTTOM AND ALL NUT A HED CONNECTION POINT.ALL BRACKET TO UNIT DIMENSIONS(IM) ANCHOR LOCATION DIMENSIONS(IN) HOST CONNECTION SHALL BE ATTACHED THROUGH THE ANGLE AND TOP FLANGE ,!I UNIT aOPm�DENW�DB9I�e OF SUPPORT FRAME,EXCEPT THE BRACKET NEXT TO CONTROL PANEL CORNER �p DESIGNATION ITEM WEIGHT awl CLIP 2 C'UP 3 CUP 4 15-2530-AR II- (LB) WIDTH DEPTH HEIGHT PROIECITON OF 3'X3"xl/8' xt n x2 r2 x3 n xa rs 01 THICK ALUMINUM ANGLE -� L 120 15.69 26.42 32.77 616 X 4, 24, 24, 24, z3 Yi ( P 1 BRACKET CON. DETAIL (6061-TIL) ---� Z mPlImasmim "a 25.69 26.42 25.50 6% Ya 4% 24, 24% 24, 23Y. t PREV.REP. 14 03 SCALE:11/2"=1'•0' ELEVATION I 3 1E0 29.69 32.65 40.70 7, Y, 4, ze V. ze ze'6 nY, tK 1 UNITPANEL/CORNER I rralcALUNIT x POST.0.035"THICK a 120 z9.69 Tzes 28.77 7% % s, 2e Y. 28 21 Y. 27 v, I y, l PAINTED STEEL SUPPORT FRAME BY 5 245 34.19 37.29 45.11 s yl , 5 K 32Y 32 32, 31 I K (Fu-58 KSI MIN.) OTHERS (0.087•THICK T -6 Leo 3a.z9 37.29 29.19 9 K , S, 32, 72 l2 X 11 1 YD MIN.TOP FLANGE)