The URL can be used to link to this page

MC-15-1640 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-246648 Permit Number: MC-7-15-1640 Inspection Date: October 27, 2015 Permit Type: Mechanical - Residential Inspector: Perez, JanPierre Inspection Type: Final Owner: EIRA ROJAS, BENOIT V WIRZ Work Classification: A/C Replacement Job Address:893 NE 96 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060142690 Project: <NONE> Contractor: MARVIN'S AIR CONDITIONING CORP Phone: (305)541-8408 Building Department Comments INSTALLATION OF MINI SPLIT UNIT EXACT CHANGE Infractio Passed Comments OUT 1 TON UNIT AND 2-4 TON SYSTEMS INSPECTOR COMMENTS False 2,7 15 Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 October 27,2015 Page 1 of 1 Miami Shores VillageCF,�� = ' Building Department ocl 142°t5 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 BUILDING Master Permit No. PERMIT APPLICATION sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: t�C( �, IV C �� (L City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1�, - 3;> UCJ-_v 1`1 " 2_sr C(0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Fi(C' 9-'U'cam Phone#: Address: e5e2:', NE- City: LCity: INA Q✓ k State: "(__ Zip: 31 13P Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: CA 4 dice"5 V -C✓)r,l.c� kc)r7 i"C�) C� Phone#: 76s-S4 I -dal-( 046 Address: V-76 k Le i g s..CC— City: GoI State:EC.- Zip: 33 1 3S Qualifier Name: , T)t' Phone#: ` State Certification or Registration#: C f c ( ((!J l4 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: �/�� City: State: Zip: Value of Work for this Permit: Square/Linear Footage of Work: Type of Work: ❑ Addition E`1/ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: L-,r I Q',-)r 't 1 0 0 S�c;✓�a ��c�r�� L < <�.�c• ��'is Specify color of color thru tile: Zoo Submittal Fee$ Permit Fee$ CCF$�_ CO/CC$ Scanning Fee$ -3, Radon Fee$ DBPR$ G• Notary$ ( Technology Fee$ 4 �b Training/Education Fee$ I- L-U Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ •9 0 (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 an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OW or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 4G7-- 20 /S by day of a7- 20 /S by zoT4 Swho is ersonally known o ��gx gIX0 ,who is ersonally know to 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:, ro'4� slix Sign: Print: r'i CkA lire. Print: , ► Ckl;a; Fl e-1`QSR ERICKA A.FLEIES rP°��n ERICKA A.FLETES Seal: * * MY COMMISSION it FF 086456 Seal: * * MY COMMISSION t FF 088456 oEXPIRES:May 31,2018 N EXPIRES:May 31,2018 �;��d`o� bonded Thru Budget Nogry Services "I"OF F1.70O Bonded Thru Bulget NMryServiM , ��ns APPROVEDBY vExaminer Zoning Structural Review Clerk (Revised02/24/2014) �� ..... Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: n State of Florida County of Miami-Dade �j The foregoing was acknowledge before me this 3_/ day of—&/_ 2016- . BY- /Y�io"� who is ersonally kno to me or has produced ----- as identification. Notary:_ �`:�'•;'�—ERIKA A.RMS SEAL: » * MY COMMISSION tf FF 088458 EXPIRES:May 31,2018 +'''�ofn��e knMThru6u01dNoWySwixs Marvin's Air Conditioning Corp License CAC1816314 1761 SW 11 Terrace-Miami,Fl.33135 Off Ph: (305)541-8408- Fag: (305)541-1856- Cell: (786)487-0801 October 13,2015 State of no -iwq County of lqi&yj- A13c Before me this day personally appeared `ldj)q4�gn:DL_1gadowho,being duly sworn, deposes and says: That he or she will be the only person working on the project located at: Sworn to (or affirmed) and subscribed before me this l,3 day of 20 i5; by �na*an�Djgno(ti Personally Know OR Produced Identification Type of Identification Produced ERICKAAHEMS * * MY COMMISSION►FF 088458 EXPIRES:May 31,2018 1/ fj''FOF�cR'�°e BVftITtn8WWNftrySenices sV �/'�GtCq etp S Print, a or Stamp Name of Notary Oct 14 15 02:57p Marvin's A/C Corp. 3055411856 p,4 Ac5r CERTIFICATE OF LIABILITY INSURANCE na*=ca:rtt��cw�sesWASIOXAMATMCFD"WAn0k0K-fA CGNFMm0nK*TT&,PORtMC6,,,C,TE"oL RT►as 7/2/2015 6CNTPWAUDM NOT APFUW1VdayOw NEQA7162L.TAXE110.EK1Emo OR ALTER THE 00VFRwCQ AFWRD®TSY THR POLICr MOW TLS CSNNI QA72CF 110LPNusm LCIw 40. CONST ITVTEw WNTRACf 847WeE1 711E 6x 63+rwrwlpl PnnOOcrR,wIa Tl$CamnAGft3iOLOW M AtT111pR12i� ITAPWt'lAArh f9N t.ieloY.60fYr6 M AD--Ar1N0Uftp-ivkVl-brill h eWmfNL R 81JW0G&l*ll WAllM 0»`m--deaadlearvr*b FaleTprt.Up. X10 vn"v#Kl.�+S +w�wILA.LlLan.rlma m �COMa1OfM aetKcaLW Wary Mu M vuQ�vv/vrvovwoKlq. .1ROMKIW- HE71 CO�7 T1dSDRW4CR GROUP INC M' B56T Coral Way #301 13-UPAL r.T+cNE (305)266-9706 (300468-15503 •Miami r F+ 33155 AmRELs: angelQ insur�Qr_mom :2!= KACP 1wuA� INLUR$1A= GRAN&DA INS[XRANCE Co. MRVINS AIR CONDITIONING CORP 1761 SW 11TH TER As,,�s: MIAMI. FI. 33135 MauAe6o: wsuXale; COVcRAGE ��F' T1FlCATE NLJ1ytBER_ TMS M TO CGRTWy?NAT7K PCLICM CF Mt XX IC.•E LISTED eEL0,VH4IE T ISSUED TO TIE MlA1RED WW 760 EwOR Y'E FR1Cv PE16fOD CESION NUMBER- N OICATM NOTAtT}lyrAAQ1�l0 N!y M10F FMENT TERM CR COKUTXM CF ANY CONTRACTTRACT OR OT}ER EiT M*JE MAY 9E bBFA OR TAAY PERT,^nE MIX,ANC,E p�p�O SY TIE .4 DOCULIBYTA "RESPECT 7O%,H( 716 USXxMw-wN0f710P6CR 500/PoLlct .UYp59HOWIW1Y fNVEBEENRMUCID&MADO.AW& N f i0 ML TPE7� TYPECFw9uAAJ.M x O.IeIWLC4LdB191AL[rAe(!IY EOLICYINXI t I1M7S CAAL4LVOE ElOCCUR 609"00CLEP ICE s 0 000 Dno AQ188STr00051I93 Go0 aalLAaeA�ATa Laor AvrUOs Tele 7/22771/22/16T+eleowu.aaovvuuav a 1,00 000 laoucv eer Lne wn`rt AOEenEwnl s 2.00 !000 O^dft rx+mucTa-m6n9aAco. s I 00 000 wlRSlgS4lFMbKl1Y s Lea ANYALITO vop s ALL OWNED ECIWuIAD 0=LraLIUIYekHva6 $ AUTLK AMOS Ed6e0 AUTOe NUMMYWA)fY Mw&.s wq f TR UWWWAA aaellln i UM COCW S EXCESS UAe 8Ap!COQI� a Cu■ASA1.� 3 AOONWAM: i 11OIfENSAflp/ ENrltelERgLL�nTTy S A 1R °iaw0' M!A ILL+VCM ACCIYiR S '1.t a.lyly Wr hall PMWM4 bo— ILL OSFAse-SA ELPLOYSE a . tL OfiiATFAouor LuaT .i ICESCAIP76ON 4OFOPF7WfO16lLOCATIONS PoE,,4Leee(40owlCt,AOOIarI R.o"OdrdL4k AIR COWITIONTS0 CONTRACTOR CACIS16314 nFr TE CI.OER ELLATION MIAMI SHORES VIIIAGE BLDG DEFT 10050 NE 2ND AVE &*=MY of 7M AeaECOSC ae® � �aelor� MIAMI SHORES,FL 33136 Tri E>OTlt-C" OlOE Tom, NOCCa V L ee DeA�o nr AOCOR0*CEVWHnEV0LLYpR0490W Ave�ol6ra:eq NE+.6e6aNrA711F J ACOR0Z1S(2013104) ThnACORC1la6B•ZOI3ACORDCOWORATION. AXjkbtleselve0, a nems.and.fOgOarerepblaadmelle4e�ACORD Oct 1415 02:57p Marvin's A/C Corp. 3055411856 p.2 JEFF ATwATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL,SERVICES DIVISION OF WORKERS'COMPENSATION CONSTRUCTION INDUSTRY E MMPTION CERTIFICATE OF ELECTION TO 8E EXEMPT FROM FLORIDA WORKERS'COIIIIpENSATION LAW.w This cerWes that the individual listed below has elected to be exempt from Florida Workers'ComDerlsation law. EFFECTIVE DATE. g/ 015 EXPIRATION DATE: 9fll2017 PERSON: DELGADp FEIN: 551217717 MARVIN BUSINESS NAME AND ADDRESS: MARVIN-S AIR CONDITIONING CORP 1761 SW 11TH TERRACE MIAMI FL 33135 SCOPES OF BUSINESS OR TRADE: HEATING,VENTILATION, AIR-COND Pursuant b Chapter 440-06(14),F.S.,an ofttoer of a may not recover banettts or cam dopa on who Etttcfs exemptfan from this drapCsr dN t�tp o oert�ie of elxclion under this section Nitl�in the scope ctthe buatnesa or trade hstod on the rwtt��t t tO Cheri°•ate F-Mases of elanbn m be exp.appy o be exerng Shag be tlla person aemed on the�rw eleclon b ye rm 1 meals lhefo J Ifatr N,of any tln+e uhw#a nbV of the'Hoots r the usrA to he �Inernaras of this carmlicais, oFs-F2-Dwa252 °°d�"for ieswace d.certlfi�te.The dgp�trraanteharl revoke a C9MFICATE OF ELECTION TO M EXEMPT REVISM M13 QUESTIONS?(850)413-1608 Oct 1415 02:57p Marvin's A/C Corp. 3055411856 p,3 JEFF ATwATER CHIEF fgKMCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES EHWSION OF WORKERS'COMPENSAMN CERTIFICATE OF ELECTION BE EXEMPT FROM FLORIDA WORKERS.COMPEN • CONSTRUCTION INDUSTRY EXEMPTION SA R{?N LAW This certifies that the kxr"Adual listed below has elected to be exempt EFFECTIVE DATE: tom Florida WOE'Compensation law. 3/ 1 PERSON: ©ELGADO EMRATION DATE: 9/7/2017 FEIN: 651217717 JONATHAN BUSINESS NAIVE AND ADDRESS; MARVIN'S AIR CONDITIONING CORP 1761 SW 11TH TERRACE MIAPAI FL 33135 SCOPES OF BUSINESS OR TRADE; HEATING,VENTILATION, AIR-GOND Pius ant to�aAtBr440A51f4},F.3,en ogcer of r9 _ oe orltfitn the a - udcn under th4 , PtWSMTK to Clm Pin trorn thla py,g a Le of etectlon imdar Ws seetTon pe the twalnesa ortl sdg 1Stad on the nadoe Or election to ha Pter 440.05(12).F 5.,Oertl>t pt atectlon to be aomrrtpt,,,apply exemptand cartLfates of dedbn lobe exempt disc be apt.Pursumd to Chapter 440-W13).F.S.,Notkcaa or th Person named an thenoft�ar exe no to revocsdpn If,at any time after the fptrt8 of then °�eR m sc torW meets the rsWjremente of this once Orlhe deperon urthe o le DFS-F2�7WG252 CERTIFICATE OF section for rasuanoe�a _��oka a ELE=ON TO BE E;CEI4p r REVISED W-13 QUESTJONS?(850)413-1609 f MIAMbOADE ' ' OUR MIAMI-DADECOUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND N .C (RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w-cw.miamidade.2ovleconomv Metalinm Enterprises,Inc. 7500 NW 68 Street Miami,Florida 33166 O C T 2 3 2015 SCOPE: This NOA is being issued under the applicable rules and regula s governing the use of construction materials. The documentation submitted has been reviewed and accey Miami-Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division(In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Aluminum Roof Stand Frame Support for A/C Condensing Units. APPROVAL DOCUMENT: Drawing No. 12-MEE-01,titled"Aluminum Stand for Mechanical Unjts",1heets 1 through 7 of 7,prepared by Engineering Express,dated March 09,2007,last revision dated January 1D;2011!, ...... signed and sealed by Frank L.Bennardo,P.E.,bearing the Miami-Dade County Product bokol Revision stamp .' with the Notice of Acceptance number and expiration date by the Miami-Dade County PMdget*ContA4 Section. ••••:• MISSILE IMPACT RATING: None •••••• • LABELING:Each stand frame shall bear a permanent label with the manufacturer's nanweE Togo,wt�,adte and.... the following statement:"Miami-Dade County Product Control Approved",unless other"etpted hliip• ••••• RENEWAL of this NOA shall be considered after a renewal application has been filed t Mere has been no "'::' change in the applicable building code negatively affecting the performance of this prodlmt! : 0 ....:. . ..... TERMINATION of this NOA will occur after the expiration date or if there has been q reYisjon or change to the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an eMorSbmentarf • product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure tbtontply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0327.02 and consists of this page 1,evidence submitted pages E-1,E-2,&E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. X 0 1 NOA No.14-0123.13 �,p r,-- / =' _. MIMI naow l Y r: L Expiration Date: 06/28/2017 ' ► ,'` F Approval Date: OS/48/2014 Pagel Metallum Enterprises,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#07-0322.13 A. DRAWINGS: 1. Dra►ving No 06-MEE-0002, titled "Aluminum A/C Stand", sheets 1 through 3 of 3,prepared by Engineering Express, dated 03109107, signed and sealed by Frank L. Bennardo, P.E. B. TESTS: 1. None. C. CALCULATIONS: 1. Calculation titled "Ahaninum A1C Stands Calculations", dated 03/1412007, sheets I through 11 of 11, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE: 1. By Miami-Dade County Building Code Col►tpliance Offlee. E. MATERIAL CERTIFICATIONS: 1. None. F. STATEMENTS: 1. Review Request Letter issued by Metallum Enterprises, Inc., dated June 09, 2007, signed by Yictor Toyos. 2. Code Compliance Letter issued by Engineering Express, dated March 16, signed and sealed by Frank L. Bennardo,P.E. •'• "":' 3. No financial Interest Letter issued by Engineering Express, dated. ,4rch 16 ........ ...... 2007, signed and sealed by Frank L. Bennardo, P.E. •••:.. . . . .... . .. ..... 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#09.0729.01 ••:•.' A. DRAWINGS: 009000 •• •• •••••• 1. Drawing No. 06-MEE-0002, titled "Aluminum A/C Stand", shIAX Y Mrough 4 of 4, prepared by Engineering Express, dated March 09, 2007, last rewslon daW•:• Februmy 03, 2009, signed and sealed by Frank L. Bennardo, P.&, do May.1 L2010. ;••••; B. TESTS: 1. None. C. CALCULATIONS: 1. Calculation titled "Aluminum A/C Stands Calculations", dated 03129/2010, sheets I through 122 of 122, signed and sealed by Frank L. Bennardo, P.E. t' f(f Wim-Y A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No. 14-0123.13 Expiration Date: 06128!2017 Approval Date: 05/08/2014 E-1 I I Metallum Entergrisgs,Inc. NOTICE OF ACCEPTANCE: LVIDENCE SUBMITTED D. QUALITY ASSURANCE: 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS: 1. None, F. STATEMENTS: 1. Code Compliance Letter with the FBC 2007 issued by Engineering Express, dated March 29, 2010,signed and sealed by Frank L. Bennardo, P.E. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 912-0327.02 A. DRAWINGS: 1. Dralving No. 12-MEE-01, titled "Aluminum Stand for Mechanical Units'; sheets 1 through 7 of 7,prepared by Engineering Express, dated March 09, 2007, last revision dated May 21, 2012, signed&sealed by Frank L. Bennardo, P.E., on June 14, 2012. B. TESTS: 1. None. C. CALCULATIONS: 1. Calculation titled "Alianinum Telescopic Roof Top Stands'; dated 06/7212012, •• •• sheets I through 104 of 104, signed and sealed by Frank L. B2r;4q, RAO 0.. �• ...... .... Goes.. D. QUALITY ASSURANCE: ' 1. By Miami-Dade County Deparhnent of Regulatory and EconottlirResour0 4. •. • .... . .. ..... ...... . . ..... E. MATERIAL CERTIFICATIONS: G•'• ...... 1. None. •••••• •' . . . . ...... F. STATEMENTS: •••••• 1. Code Compliance Letter with the FBC, 2010 Edition, issued by Engineer ingg'; ' Express, dated June 14, 2012, signed and sealed by Frank L. Bennardo, P.E. H y A.Maker,P.E.,M.S. Product Control Unit Supervisor NOA No.14-0123.13 Expiration Date: 05/28/2017 Approval Date: 05/08/2014 E-2 Metallum Enterprises,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. NEW EVIDENCE SUBMITTED A. DRAWINGS: 1. Drmving No. 12-MEE-01, titled "Aluminum Stand for Mechanical Units". sheets I through 7 of 7,prepared by Engineering Express, dated March 09, 2007, last revision dated January 10, 2014, signed and sealed by Frank L. Bennardo, P.E. B. TESTS: 1. None. C. CALCULATIONS: 1. Calculation titled "Alumimtm Telescopic Roof Top Stands", dated 04/10/2014, sheets I through 104 of 104, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE: 1. By Miami-Dade County Department of Regulatory and Economic Resources E. MATERIAL CERTIFICATIONS: 1. None. ...... .... ...... .... . .. ..... . . . 0% Helmy A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.14-0123.13 Expiration Date: 06/28/2017 Approval Date: 05/08/2014 E-3 •• •• • • • •• •• • • • • • • • • • • • • • Q'� ,P.E. SFOR MECHANICAL ... s ALUMINUM STAND „MAXIMUM ! fzd� � ! A/C UNIT •• •• DESIGN PRESSURES: AJC UNIT DEPTH DEPTH(HNC SIZE •• (MAX SIZE PER DESIGN SCHEDULES) SEE COMPONENT • • • • • • .. UST ON SHEET 3 PER DESIGN SCHEDULES) • • • • • • • • AS NOTED IN CLEAR 4r �---- ———— —'� •.• • •s• • SPAN TABLE 'y - - --r �---------tom—. '. F •. . . � '� I I ►PROVIDE2`MINEMBEDMENT (SDESIGN NOTES: I I OF�SQUARETUBINGINTO I EE DESIGN (SEE DESIGN C UtaSCHEDULE CHEDIILE FOR NC i SQUARE TUBING I SCHEDULE FOR A/C 10.2 • • •. . DESIGN PRESSURES CALCULATED TOR ISE WITH TMS sYsrE4 UNIT SIZES AND WEIGHTS) I ' I UNIT SIZES AND ., • • • • • • SAdOOLA OROOEANC'E WITN'ETH&GOVERNING OHOADE USING ASD m WEIGHTS) I • • • • • • • M SITESPECIF2C PRESSURE REQUSREMEMIS AS W H I I I i i i i • i D�m°D01�Di ActolmaNce WITH AscE 7•I ANo cMAPfeR 1B ►� OF 2010 FtAl1IDA 11UILDlNG aooe s1HAu BE 1E89 THAN (? }� eQ(yL THE ITERAL AND UPLIFT DESIGN PRES5URI!CAPACITY S 7 -_—{--- •• • • • • • yRleE$LISTED HEREIN FOR ANYASSEMBLY AS SHOWN. 6q E 24'STAND DEPTH I o 4B"STAND DEPTH illi -� -------- J--! r GENERAL NOTES: N L THIS SYSTEM MAS BEEN DESIGNED AND SHALL 11E FABRICATED IN �r ■■ ^ yL /2^ ACCORDANCE WI1H THE STRUCTURAL REQUIREMENTS OF THE 2010 FLOP" H BUILDINGIW CODE. 6 "`rrr--" "��••::JJ 2. MAXIMUM DIMENSIONS ANO WEIGHT OF NEtl1AN[CAL UNITS SHALL -_(1)1/4-20 (1)114-20 ^ COWO104 TO SPECIFICATIONS STATED HEREIN,MINIMUM IDDIS OR MAXIMUM THRUBOLTS TO .. THRUBOLTS TO F•an AS LISTED HEREIN. }.M ,y 3. THE NRCHITLCTlENGNEER DP RECORD FOR THE PROJECT 3 INTERLOCK 3 INTERLOCK I� SUPJBASTRUCTINtE WITH iNHiGI 7H15 DES 6115ED SHALL BE ( WII �Z RESPONSIB E PLR THE INTEGRITY OF ALL SUPPORTING SURFACES 701M5 N4 T�II[NG'� Z 7lJB Nf>~ ' oT'SIGN WHICH SHALL BE COORDLIIATED Trr THE 14REFlTTINO COtRRACTOR. W(g BASE PLATE ®64SE Pu � 4. REACTION fOLRCTT USfLD FOIL USE Wlm FEST STWCIAAE aTOP OF ROOF TOP OF ROOF VE IFICATION ARE GI.CUtATED R15[IHG ASO METHODOLOGY.DESIGN FINISH _ _ __— FINiSN ------ --- PROFESSIONAL OF RBCORD 70 VERTfl MFLIrJ1DILITY ANWOR ADDITIONAL PACTORS PDR USE WITH HOST STRUCTURE VERIFIcOTKK- -'— Qp3"ASSUMED® 5. ALLFAWENERSTOBE#12X i1'OR GREATdi BAE GRADE S CMIAUM 3"ASSUMED // / PLATED OR OTHERWISE CORROSION RETSTANT MATERIAL(UNLESS NOTED0.00FNG 4 ANCHOHOST - ROOFING omERW15 AND SIWl REMELT WITH 11.LG gpCCiPrAT10Ns f00.ALUM. P"t 4 ANCHORS PER ROOF HOST THICKNESS PLATE(SEE ANCHOR STRUCTURE THICKNESS yT •SECT1pND N 1,tHE At1WINUM AAtxToclAnoN,HLNc.,a APPLICABLE PLATE(SEE ANCHOR STRUCNRE_—__--- SCHEDULE FOR 6. ALLLALEXTRUDED EDMEMBERS SHA SCHEDULE FOR [�=GE NEXT-HIGHEST STAND HEIGHT FOR ANCHOR SPECS) LITPNEXT-HIGHEST STAND HEIGHT FOR6. ALL Lxrauoeo MEMBERS SHALL BE N11MiNL.t ALLDY TYPe 0061-TL1, W dANCHOR SDECS) iROOF THICKNESS.FOR ROOFING GER ROOF THICKNS FORROOFING UNLESSNOTEO071NRVYISE.HOUT INSULATION OMIT 3"THICKNESS ANO WITHOUT INSULATION OMIT 3"THICKNESS AND 7. ALLIXKTING IXUNCIETE SUBSTRATE HALL HAVE MiMMUM h UTILIZE CLEAR HEIGHT FROM FINISHED FLOOR. COMPRESSIVe SIRBIGTH OP 9000 P51 AS VEAIFIeD N OTHERS.LIZE CLEAR HEIGHT FROM FINISHHED FLOUR. 6 ALUMINUM WELDING SHALL BE PERFORMED IN ACCORDANCE WITH 2010 24" STAND DEPTH 210STANDARDS ANDA2003.&1STO A WITH WELD FnlsH ALLOR"STRENGTH MEETING ANSUAWS 48" STAND DEPTH AAlO DAN EWil TO uNIEVE ARTDESI DESIGNL.PARTTN ACCORDANCE WITH THE AI1RIlPRIM DESIGN MANUAL.PART I-A,TABLE 2.3.1. 1 FRAME ASSEMBLY ELEVATION FRAME ASSEMBLY ELEVATION SHALL a INCOPP �wUHHTwoTDL£ S, ,M METHODS tON EHVD ELEVATION SCALE:1"-1•-0" END ELEVATION OF CONSTRiX T10N AS SET FORTH N PBC SECTION 20031.2 AND ASE SCALES I`-1•-0' 1 AMERICANWELDINGsocIETY's STRUCTURAL WELDING COOL-AWNIMIM Y " A/C UNIT (01.2).enNoTEWMO IS IL'THROAT RAI.PERIMETER FILLET WELD UNLESS L DEPTH 111 �^^----A/C UNIT WIDTH �.. D THEISOR TS RESPONSIBLEToINSULATEALL EEINC FROM UTILIZE NEXT SMALLEST WITH ALUMINUM TO PAINTED ER KATEDAS ALL RIBS IN CONTACT STAND DEPTH FOR VALUES IN WITH BUILDINC CODE StNLL 0E PAINTED 0R ALLIED AS PRESCRIBED N FLORIDAORL BETWEEN EXISTING TABLES 10. ALL THTC E COV 10. ALL CONCRETECDVPRINGS TO REACH A MN.COMPRESSIVE SIRF1'IGiM OF 2000 PSI IN 7 DAYS.OONCIUE E COVERINGS BALL BE 4'HIN.THICX. 11. eLECrMCRL GROUND.WHEN REQWRED,TO BE 09SMNED B.INSTAU.W d ' = 10011 MN./4.''10 i UN1T BY OTHERS.ALL MECHANICAL SPECIFICATIONS(CLEAR SPACE,TOFN OGE, WEIGHT 4 VERIFIED NI ETC.)SHALL BE AS PER MANUFACTURER RECGM WHJATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR OTHERS. MAXTYP. 12, ENGINEER SEK AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS U SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR,•L el R DEM NIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST B DAMAGES O INCLLWING LEGAL FEES•APPELLATE FEES RESULTING FROM MATERIAL. FABRICATION,SYSTEM ERECTION.CONSTRUCHON PRACTICES BEYOND THAT WHICH 15 CANTED FOR BY LOCAL,SLATE,.FEDERAL CODES A FROM PRODUCT RRVISGD t�mHE SYSSTEMOF MDDEFA1�LF.D HEREIN IS GENERIC AND DOES NOT PAOWDE Aawm ITIn wiIRUaoPloridn THE FOR E AILEHC SITE.FOR SITE N/MmNSDIFF ORREGIIRFRONT —_/ 8 TME CONDITIONS A SPECIFIC HEREIN,A LICENSED SITEC NI MENS OR It£WSfiUtED UnlldinB(Rde ? ARCHITECT SMALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE N COIAB•HTPIUIKLIWIVDDRI Auu"d 1mre4 No 14-[�J 2-'.)ti CONJUNCTION WITH THIS DOCUMEIT. 12-AEE-Q I REF. BxPIrelIon I Ole 017 N. EXCEPT AS EXPRESSLY PROVIDED HEREIN.NO ADDITIONAL CONFIGURATION tl ,f ./ CERTIWUTIONS OR AFFIRMATIONS ARE INTENDED- 02 -1 Dy x;,../ IS STANOS SWELL BE TTISTALLeD W1m A MINIMUM CLEAR HEIGHT IN DETAILS ON ►,Dem ank d Centro ACCORDANCE WITH FBC 1522.2.FOC TABLE 15223. SHEETS 2 8 3 16. MINI-EPLLT CONDENSING MECHANICAL UNITS(PeR SL'P/YATT CERTIFICATIOIO STALL UP ANCIOREE PEIOEtA1L BJ7 AS ILLUSmATED n STAND WIDTH HEREIN. Y 8 LEG$PACING PER 17. AC STANDS SMALL BE PEAFANEMTLY LABEIiO WITH A MINIMUM OF ONE CONFIGURATION LABEL PER FAME ASSEMBLY CONTAINING THE FGIOWING: DETAILS ON �' SEE DESIGN SCHEDULES NETAt.UM EITERPmSE$MGMI RORmA FOR BASE REACTIONS MANS-OMT PRODUCT CANiROI AIPROVNO SHEETS 2 8 3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . • • • ••• • • • _ �,13CN 'may � 2 1.�9pNM00,P.E. , STAND/UNIT CONFIGURATIONS , ; �c _ ` 14, fit USE ANY COMBINATION OF •• • • • • • •• • * p�� NOTE; • • • • • • • • •• UMTS TO FIT STAID PER •_ 9Q F�nO... ' • MANUFACTURER'S REQUIREMENTS. MTS W t U11THIN STAND TY PiS NAY OE COMytNEt>♦ • I -, f THE NUMBER OF UMBy U IRx TS MAY BE AOOITIVE WeK M16 ANDOWTHS;AY4 HEI • ,,'�FSSlOd ALS �''� AMAX LESS THAN SHOWN,BUT NAY NOT HEIGHT VALUES SHALL REMAIN AS SHOWN HEReTN , rr„� • WEICIITT EXCEED CONFIGURATION LIMITS 2 x W1---� .... [� AS SHOWN,WHEN USING ►—w1---I�"w1—{ �- FF 3 Mu�TTa LILTME sizes ON ori STAND, 1- 4�ro 90 •� 1aT • . YJ a UTILIZE MAXIMUM UNIT SIZE TO sAr • M .DETERMINE ALLOWABLE DESIGN 1'•MIX FROM DESIGN TABLES. • • A SIR � STAND CONFIGURATION A •• ••• •• {{�W--i F--w—i -T{---W---4 S 45� 4� 4g = 4$0•LB 45 4¢0•L,8 N = 45S0 II 4� 405 lB WEIGHT T WEIGHT WEIGHT u l WEIGHT WE[GFtt We1GHT WEIGHT WEIGHT WEIGHT ------- 01 eR-}EQ-}EQ•}-EQ-}eQ d rn d {�EQ•-}-EQ•-1-EQ•-+-EQ•-' ---9'-W MAX EQ i 9'-0”TYPICAL t!!: 0 TYPICAL t'"�� 12'•0"MAX IS'-0"MAX y' �—W_..{ �—W---i PRODUCT IiVLsnD LU Bel ' }—W—F 1- -- -- -T- = 450 LS 4� 4� MS L r 4$0•L.B 4 450 LB 450 L8 B ilding l wills 9ro Florida = 450LS45� 4� ;4FSOLB MAn MAXMAXUuildingCiWEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGH WEIGHT WEIGHT Acoquanc+ - 123.13WEIGHT WEIGHT WEIGHT T i ..-+..-. - Uaplll0n luo ^old Wntrd Y EQ-1-EQ�CQ-I-EQ-�EQ EQ•'1-EQ•�E •TEQ•�-EQ• 12'-O"TYPTYPICAL @ 1 12.0'MAX 151- V MAX 18`°"MAX W I 44501 4�0_LB 4� 455 I T_"N" B 450 LB�_ 450 LB 45019 450 LB 450 LB 450 LB aff EIGHT We[GHT WEIGH MAX WEIGHT HT WEIGHWEIGHT W WWELGHT wElgfiT - . �� -- e Q•E EQ-TeQ•`.�'EQ•-�-EQ•--�-EQ•�EQ• EQ••Y-EQ.•-�•EQ.-�EQ.•�-EQ.-�-EQ.•-�-EQ. ,d �EQ•�EQ•4-EQ'� Q'� -- LS'-O'TYPICAL — 15'•0'MAX �.----- 191 MAX 18'-0"MAX J--W---t L-w--+ 0L t t -T-l--W q5p l,g *L8M5 45 450IS45 ly 450 L8 450 LB 450 LB 450 LB 450 LB 'A X = 4SO LO 450 LB 4� 4501,8 4� 4M MAX WeI611T WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT QQ WEMAX IGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHTEIGHT WEIGHT WEIGHT WEIGHT _ 1 a �d •-}-•EQ• E .-- Q•- -EQ• • �EQ•TEQ. eOrY�la LIBIUROo►t EQ.-4-EQ• EQ•-�-EQ.-}-EQ•- -EQ•- . --EQ+EQ• 12-ME-01 02 18'-0'MAX 18'•0'MAX 7 Bl STAND CONFIGURATION B1 B2 STAND CONFIGURATION 62 STAND CONFIGURATION B L—c ' .. .. . . . .. .. . . . . . . . . . . . . . . ... . . . - . • • ••• • • • • ••• NK i,•INNVA00,P.E ,^ w�. 65411 STAND/UNIT CONFIGURATIONS &STAND COMPONENTS I ... ... No �s l .. . . . . . .. . . . . .. z --NOTEt A/C U1R7S WITHIN STnt4D TYPES MAY BE COMBINED • ' • ii CO PO-V-r4NTS: BY USING MAX ADDITIVE WEIGHTS AND WIOTHS;ALL ••• •• • Co - - "Z, A'. Q, • , HEIGHT VALUES SHALL REMAIN AS SHOWN HEREIN 1 2 500" 'P •.FLOR��• .�'� 'o is t F--2><wi—+ •.��''�FFSSfONA� M s LW4501b 45016 90016 �� ""' ' _ M n,R EQ1IVfVAL HT MAX •• . . . •• . .. 3" }-1.750" .......... l 7_r ... .. • . " • • . • . o.00r _ .. • • • •�• 0.125• � _.— a •1 1'--W---1 W -}--W--1 FOOTNOTE }—W---1 FNOTE L ,x,0.187" ff �_ 450 LB 450 LBig 450 LB 450 LB 450 LB I 4lB 1 450 LB �"WLTEMIT LB 1.3759 � � M�me(( x MAX MAX MAX x MAXMMAX xf-- '� SQUAREEtmtr WEIMLT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT ® RAIL I-BEAM TUBING __ 1 6063.76 ALUM z 6061-76 ALUM 6"-1.0" ---6'•0"MAX--} �9-otMA1C� T�'�6�-°"�'�'T 9,•p.P1AX--Y (/� R -}- W -{- uj 1--w-....--1 TYr---- 4� Y.-2o x S4• I 450 LB 450 LB 450 LB 450 LB = g5�0gXL8 45 405 B ..4 MAX f00TNOTE I'� RE TUMBSC�O��USAL d C�' = WIGHT WEMIGST MAX WEIGHT WE[GtiT WEIGIiT WEIGHT WEtGNr WEIGHT 1.500"--1 (I �(�S f 0.330" �I� 0.560" s 3��1 fii tl 125 T f0 30-1 I111 0•p��" t 0.145 W al ' 1"A P ._. __._ x 6.,p. 0. 0.220°1 I� 1M l f 1 it gg EQ•—}--EQ•'�'-_EQ. I I-MAXTYV.�� 0.13 JL y O.D. F: 12-0"MAX IY --15-0"MAX --}—w.--} ---- -}-F--w-1 _4...0---- •sem 1.420"0- 1= 45� 4 w < MSB I as0 I.B 450 LB 45o LB a5a LB aso LB FOOTNOTE °• 2.000• x MAX MAx NAx MAx MAX SQUARE a 6061-T6 ALUM WEIGHT WEIGHT WPOST EMAX IGHT WEIGHT WEIGHT I wet GtT WEIGHT wEtGtiT wE1GLT wEi(fiT TUBING C-CHANNEL 4 iLL"1 �{I� 1 2.1 6061-T6 ALUM ,a'i:.T t 6.-V-O" .E 6•,UCT EQ. EQ.•---"--EQ.---�----EQ.� �MAXTW.� t'RODUCI'RBVfSSD --}-- aoomtdytngwtlhlhaFlorida ��F��W[TH 35'•0"MAX--'-'- 18'-0"MAX BdWtng thele S I--W--4 FOOTNOTE Bx lin A 0� 3,!3 AN ANC JOR D AMETLARGER 1/4• y^ tixpfn�lion UetO j4 ?�o/7 THAN ANdIOR DIAMETER ICKNE55 I 450 LB 450 LB 450 LB 4So LB 450 lB 4M I 4S0 LB 450 LB 450 LB 50 LB 450 LB 450 LS D ,(,,� }-- 5" MAX MAX MAX q x WEMAX[ EIGHT WEGH MAX WE GI�11T' WEIGHT = WE G[MAX WEAtCYLT WEIR EI WEIGFtT WEIGHT irlleN ado~.• uci ntral•�-'.... �L _ t1/4' 3/B" OD6'•0"18�-0`MAxIATEMAX TYP.418�•0"MAx0.747"5/8" 1"(TV.)& SONulooPa g O 12-MEE-01 STAND CONFIGURATION C STAND CONFIGURATIffio2 pn--- MODEL:P41dd 1"(TYP.) TUBE AT CENTER OF PLATE `..// • THIS STAND TYPE.AssEMBL EsWGREATERTWIN 30'WIDE SHALL UTILIZE O [T ASTM A36 MiN.STEEL (SEE DETAIL 3/8) THAN SHOWN IN MULTI UNIT CONFlGURATIONs BASE PLATE 6 6061,T6ALUM i L 6"'1'-0• i . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . DESIGN SCHEDULE &STAND DIRECTIVE EXAMPLE .. . . . . . .. . . • • • . • • • •. LOAD TRANSFER DOORWAT1ox PDR USE WTm ItosT •., a • • • • • • • BTRU-ruRE VEOPICLTION OINr(VNUES GLNIATEO l`,•t • • • • • • • • • LASING ASD METPODOLOOY) t(` '' ...ti� Q```I 24"STAND DEPTH AUAWAaEWa+oPussuaEb - DIMENSIONS STATO)7YPEsA STAMO TYPEsB STAND TYPE:01 STAND TYPE:63 ON f NLLtL t 4 ANpIOR TYPE:f OR 7 NAy BA50 NIX.BASO IMx,BASE MAX.EASE 46 Y TYPE: 4 Gl S ANCHORTTPE:!OR] ANCMOR7YK: 4 S ANCHOR 7YK:1 OR 3 NICMGR TYPI:�•I OR 5 A�RlYKs t OR 3 MOMENT(M SMEAR M UPLIFT R) QRAMTY(C) J R HElG}fi 114IC MAX PAX MAX MAX MAX MAX AU�ASLEMAX MAX MAX MAX ALLOWA81e ALLOWABLE -.711. " (IY) (0)• Of) ATETBULL LATERAL UKP(�j Lam ) uP1.IFT(P6F) L uaALIONABLEA TFT(PSflE LOLATERAL AD(PSF) ) u u UILIFT(Kfl p LATERAL uFLtP1 tPsfl 4, LOAD(NSF) IDAD(NSF) 1 PSF 95.0 122.3 PSP 611 PSF 265.6 L6-FT 365.9 U 691.2 L6 794.3 Lb 6i E r A POP 24" 200A PSF 1 A 2.7 PSP 61.1/9f 3M,1 PSP 7A0 PSP 95.1 PSP _17.7 PSF 160.1 PSP_ t4,5 KP •9 7 0.7 34.] 159.3 L&Pi 179.216 070.1 U B6tA LD G "p• ]T 32" 71" LC' ]474 PSF 71.!PSF 91.]Kf 45.6 PSP t3.6 ri► A1A PSF 93.5m 16.7 KP 9S, 47.7 PSF 1 •7 1S KF 80.2 PSP 40.1 or 261A Le-FT 201.6 t6 943.7 U 722.3 U 6t W 1.0' 75.9" 166.7 PSF 67.3 PSF 1047 PSF 57.7 M7_ 07.1 KF 0. PSF 62.516E 11.1 fif SSL3 PEP ESA 7itY�i 00 93.9" 3S.9" J8' 117.1 PSP S PSP 73.0 PSf ]6.�0 PsF 66.! 7A 42.Z PSP 2.1 75.3 7. 40.2 PSF 24.1 PEP 9 PSF 42.4 P 541 PSP 27A PSF 276.0]50.A LB•FT 12S;LL Is 76A Is 1810.6 Is 78142 US 005.6 U 005.1 U 34" 24• 2P 200 PSF 100A PHI 172.7 PSF 641 P 120.7 KP _ 641 USF 77.6 PEP Wil FSP 137.5 IN PSI 33.1 POP 91.7 PSP X8.7 PSF ~•3 PSf 29.0 S POPP5F 1�1 PSP 51.b 6L2 PSF 323 PSF� Iu318-FT 232.1 U 6012 U 7743 U J 7y. 2, 1 IS 112114 Is L• 137.5 KP 60.7 06A PSI 43.4 PSf1W.7 LA QE u. .7 PEP u., 7 119.7 PSF 59.5►SF 71.7 PS►_ _37J PbF 69A PSP 34A KF 43.6 KGF 17.22.9 �A msm 3PSF 1.7 Kf M.4 PSF 29.7 PSf t1.6�F ]5S6P6P 9. 2Kf_.... IKF 2%.2 L6fiT 271.1U 96TAU 006.]18 0L�"3ut" ]6' 76" 36" 24' 943 Kf 47.61Y 30.9 PSP A PSI' 1JU 'O'4 C 6 !' 1 4" 741 PW 35.2 PSF 43.9 OSF.._ .11A PSF 41.t K/ ]0.5 PlRf 25.]KF 32.6 PSF 47.0 USF 13.5 ISP 2007►SP 11.7 PBf S33 KP 16A PSF ._ 14.1 P5P____270.5 237 2 U LOUIS 7.6IS lOt4A U t 17" 37` 74" SLS PSF 30.9 P9/ 37.6 PSP 10.1 PSF 30'l 19f 18.0 PSI' 22. PSP 11.0 IL]PSP 103 PSF 25.1 PSF 12.5►SP 46A 23.2 PSF _ U° 24• 24" 1641 PSP _00.0 PSP_ 106.216E 53.1 PM 93.4 PSF i 62.3 PSF 3111 PSF 36.5 P� 71.7 PSF 75.5 PSP 16.t PSf 31 S PSF 12 A Kf 40.0 P6P _ SI.S PSF 78.3 2742 L!-FF 110.1 U 1 A M 770.7 U 36" 36" 24' 301.7 PSP 3 PSP 71.9 PSF P 2 32"_ _31 " 92.6 KP K.7 RBI 60.2 PSF 30.1 PSF 54.0 PW 27.016P 25.7 KP 17.6 PSP 61.2►S4 10.1 PSF 10.3►SF 20.t PSF 69A KP 7 _9.7 USF____.17A 16f 176.1 LLBfiT 100.2 U 6>7 1 LB 047./l6 26" 36" 16" 32 73.9 PSI 36.9 PSP 17.0 233 KF 43.1 POP 2. 27.9 13.9 POP .1I8f 7A.6 P5F 71.8 PSP 15.9 KF Lt 10.1 U 1.9 U N p" 41` 41" , 54,9 tSF ,_27A 74•t PSf 17A PSF 32.0 1& 16.0 10.4 PSF 10,1 PSF 36.6 P5/ 6.I PSP 33.9 P9f 11.6 PSF 41.1 Kf 204 PSP 16.1►SP 1.1 376.1 U•PT_- W ]7" 37` SI" 49.3 r5f 243 PSF 70.6 PSF ISA PSF 32.0 PW 14.3 PSP 93.1 P8F lfA PSF 20.5 P5I 10.1 PSP 98.6 KF 10.4 PSP ]7A PSP 11.3►SF 1762 lB-FT 160.2 U 974,6 U 10073 U •MECHANICAL UNITS SHALL HAVE A MINIMUM OEM AS ILLUSTRATED HEREIN.ALL MECNNBCALUNITS MAY HAVE A MAXIMUM DEPTH EQUAL TO-- MECHANICAL S�y MECHANICAL UNIT STAND DIRECTIVE EXAMPLE OTE pptlOr!!NO eNANPLE RtUSTRATES ME PRt1CLOVRE USED TO DEfERt4INE THE MAXINUH A1IOWMU WIND PRESSURE 6 U/UFT POR ANY(RVfA1 MECtMPBCALUNR7HAT CONFORMS TO TM0 DESIGN SCHEDULE NOTES: ffi d oI1161IS1011 RESTRICTION LtsTID HER191.So SHEETS 2•3 FOR CONFIGURATION TYPES AND COMPONENT SCNetXRe.see SHEET 7 FOR ANd1011 SOIlOWPSJ 1. V�EN�U NNOALL MBI!w)no PRESSURESGM t�WN sQf�RES HFK.R3EEIfro MECHANICAL UNIT/STAND EXAMPLE: 1. REPERUXE ANCHOR smEoULE HYN1 MC"OFLTYPes LSTED HFAETN. CONSIO[R lFl!INSTAU.AiION QLD FECHIJMCALUNtT3(33•TALL x 32'SELF x 31'WIDE,350 LB MAX WEIGHT AS VEAIRE0 SY OTHERS),OEM UWALLED WITH THE FOLLOWING GUTERIA: TABLE/EGOND: (A NUMBER OF f.m PLANES. (4)ERAFXS 132'-1a ' STAND HEIG/T- 24•HEIGHT S6L8 Y Abe -DENOTES VALUES USED IN EYA6WLE OIRECT[VE V g STAND OEDIl1^ 14•STAND DN01 SPREAD Mj N ^, ® -DENOTES VALUES NOT • HOST 6RRUCC URE TYPE- 3,000 PSI CONCRETE NS VERIFIED BY OTHERS) APPROVED FOR USE 24 - PROCEDURE: PpOCHDUR86T[P RHSULT 1 DETERMINE STAND L'OIIfIG1RA110N TT9e ON I OR 3 ]UtUTs PER 1 F OMIT _ WITHIN 101 RATION TYPO BON SHEET I. It 2 LOCATE SES[1N30iDULE FOR 34'STAID DEPTH SPRBAD SCHEDULE CAN=FUUND OH BNIBT 4 aG MR A 3rW x 3Z'O x 32'H UNIT ON AN 24'STAND HC4GR WITH COMFI+fURA"ON TYPE B,THE ALLOWABLE W1T10 LOADS ARE AS FOLLOWS: 3 DueAMME THE 14GDOM Al30WAKa LATERA.B UPLIFT WIND LOAD$ ALIpWABU IATERAI WINO LOAD: 606 PSF ALLOWAG E UPLU'r WNNf LOAOt 34.6 PEP -- - WIND VALUES OETEI LOM IN STEP 4.POR TW6 OlAMrU,ANCHOR TY066 2,6 OR RETE S INSTAIL STAND PER PERMISSIBLE ANCHOR TYPES AND VM"MOST STRUCTURE TYPE H T OSTRULTURE TYPF.D15TALL STAtm PBIAPPLIEUANCHOR 5X ox"AND SAI SS As R CONCLUSION: 8 MAXIMUM ALLOWABLE LATERA.DESIGN DESIGN P PRESSURE• 60.6 PSP e 6 MAXIMM AILOWASU UPLIFT 04SiDN KE�t1K^ ,._ __ ^ 34.8 KF PItODUCf ItBV1813b -- -- (CGfp1Ml ALLOIVAeLE D FRES IR E AROV 06 To?m IMSA& WHIN PFCB•7C OR COmPlying wiM lhO F1071dp PM7NLIBIMIOOPt ALQV/R67)DE1RCH AMID PRESSURE ma PRO kv v G'A U wATz EAL'7AEB1 DR UUBdi116 Codo 7 coNwARe To st7e sreartc oESIGn c6Nornons RecrsTEtLED ARaITe rror)NauD�DI77IscER7Tr7u7POAd AcwRMn44 N. -u 3. ? 12-MEE-01 PRESSURE REQU7RlMFiYT55/Nl1 BE LUSS MANOR IQl4417D TNIlLA7FAAL Aho UXph�grIIA:UA:ou ��l7 • 02 LWLIIT ogmm PR/6SLmALLOWABLEC.4PAF.7TYMOM LISTED) N `C..i. 6 - r7 I t . . ... . . . ... • • • • • • • • • • • • • ••• • • • •",PSP •_' .'- , t• �'•G�NS' L•�AMO,PX j DESIGN SCHEDULES . . !DAD I ON FOR USE WITH MOST Y•" w1Q,A615A� 2 . •• • •.• . � MEtt+a otoaf w 3RAreb • 2 t L 24"STAND DEPTH �Of AuowAeLE tN1ND P16s 611AF5 • IVC UNIT STAND TYPE:C ST 0 • • , 0@ DIMENSIONS : 4 0R nPE:1 OR 3 TYPE• s ANCHOR 3 ma.use &.BAA MAX.BASE MAX.BASE •4 ' FLON` O N STANDMeal 14AX MAX M" MoMPl1r(M) SHEAR(V) UPLIFT m GRAVITY(C) a, OF' •.....• ' � • .4y !IGHMAX FSSIO.fdA�• r71 FN3GM ALIDWABLR /,BIp ALLOWABLE MAX ALLOWABLE FLAX ALLOWABLE A DWABLE y��t,., ITALY ALLOSYABLE ALLOWABLE (W) (D)• (M RA LOAOTEIW. UFIIFf(PIF) LATERAL, utnuT(FSP) luD ) UPLIFT(PSM ••'•t•ueMLMI ;� 8 UPLIFT(F5F> U J 896.118 .318 7S K" K" M" 127 PSR 635IN 81.9PSP 40.9 PSF 1174lSF 69.315• l,9 FBF BOd PS. %S BIP• px, _� 32• ar 3Y' 71.8P6F 33.9 PSP 464 23.0 PSF 1L4 KF 43.xB6F ■34BF_ 116 PIS 869.7•s•PT Bt79.2 LB 970.1 U1 B68A Le DESIGN SCHEDULE NOTES: 73.9" SL9' 24" %" 16.6 PSI 41.8 PIF 53.7 PSF 268 100.7 KP 50.3 A.R1B► 3311 ISO B6 166.618 945.6 t 711918 16% 1. 35.9" %" .7 Pl9' .3 Kf 96.2 K 1 1 PSP 68.7 PFA 74.1 PSf .i _3 FS_A 2 Fi 1M..18 10034 LB 905.2 LB K" 2/' 24" 103.1 PSF SLS PSF 66.6 PSF 33.3 PEI 109.1 PSF $1.5 PSF 6 •fT R .K 09.6 6.1 L 3. WHEN 1=1 6 PlRT1PlE 51ffiS ON ! .1lB 694.2 U1 736.618 ONE STAND.ERMINE MLLOW,RLE 36• 96" 14 so? .9 P8F 43.7 PIF 1.6 814 PST 414 .3 62 512!70 PRESSURES ALLOWABLE Sr 3W' 3r PSI 192 FSF 37A PSP 16.6 PSR 71.1 PA 15.9 ♦3 PSF 274 1 63 LOFT 2311 LB 062A LB 860.7 to WINO PRESSLLRES FROM oP81GN IF %" ^ 47A PSP .4 KF 294 PSF 144 P8F 57.3 PSF 1eA PSF 95.6 PSP 17415E 176.1 L&R 732.1 l8 982418 896.3 LB MEDDLES HOWN. �. d 4r 42" 4r 45.7 PSP 174 PSF 214 FSP 10.6 PSP 41.5 PSF 31.3 PBf 194 PSP S 1 LB 101E 6.8 934 u 2. REFERENCE ANCHOR BCWOIRE FOR M 37^ 3T S4" 25.0 w 1513 PSF 373 PRF UA PSF 22.7 KF 11.3 PSF 176.918•Ft 727.2 LB 1077.8 t8 1064.0 Le AHLTMOR TYPES LISTED ti'RCIfL O ® 24• 24" 31" 604 P8P 404 PSP S3.S PSP 26.71!1 404 PSF 26.7 PSF 776. 48• SBO LB 770.918 .7 V 'O O %. 3g. 24« ,7 264 KF SS.2 KP S7d PSF 61.9 FSF__,33.3 PSF 7 PSF x1.1 PO 276.216•FT 110.7 is 611.0le 730.716 TAME ~ t ]2" 3X' 3X' 40.3 KF 27.1 PSP 30.7 PSP 75.1IIF SSd PSf 17. %A PSP 1 PSP 1%.1 Lb leD2 873.318 Ble.6 LB ®•DENOTES VALUES NOT %^ ]6" 36.9 KP 18.4 17.9 KF 11.9ISP 44.5IN 11.2 OSP 264 KF 144 PSF 276.2 LB•Pt 180.218 664.118 6474 APPROVED POR OR 43" 4r 4r 17w KI 013 He 37.0 PSF 16.5 PSP 26.1 PSP 10.5 F8i 376.2 LB•FT 2 LB 910.116 !91.918_ IL6 KF 144 F6F 276.3 LB•Fr 14% LB 970.618 !007418 37" 37" S4" x4.6P6F •McWANLCAL UNITS SMALL HAVE A MOKKUN DCPTII AS ILLUSTRATED HEREIN.ALL NEWWCAL UMTS MAY HAVEAMA70MLMN DLPTII EQWLT04r MAX. LOAD"SFER R90RMMA71Wl FOR USE WITH MOST 'W F SIRULIUR! WATON ONLY(VALUES I�SING ASD METHODOLOGY) � {J 48"STAND DEPTH VIM PRESSURES $TANo7YPE:0 5fAN0TYPE:BI - Sr neem A/C UNIT DIFIEN6ON5 STAND iYPlt A t 4 OR ANGIOR lYPl710R t;I OR ANCIORTYPUM!OR] TYPE:E/ S PE:1 OR 1 ORTYP 1 4 ANCIIORTYK:1 1 MAX.BASE MAX.849E MAX BASE MAX.&LS! _ 14Ax MAX MAx Mux MOMENT(A1) IHeAR M LB16T m OMVRY MO 9I,, STAND NAX ALLOWASU ALLOWABLE ALIW/MlE MAX AIIDWABIE MAXMAX AKOWAKe ALID X2 MAX ALLOWABI! NAX ALLOWABLE ALLOWABLE MAX ALAyjpAL AIIOWARE O (W) (b)• (M) 1KtWti ( ;jLA eIt P) I1PUR(RSR1 LOLKMRALAD(PSP) Uµ�(�) LOAD PSD UM.ITT M LOAD 4 AL"tlKM) 1DIp�) UPLIFT(KF) LOMRAL IlPllfT(PSD aOUPLIFTLATERAL UFLW( _ WQ!14= :t.___K__ 100.0 PSF !00 PSP 9S.1PSF 137.9 I 69.9 KP WA FSP 49.9 PSI 147.6 PSf 78J PSF 10.9 PSP 56.9PSI, ... 1771 F e PS/ 127.! 619 PSP 2 LB•TT 169.9 LB 46 tB 42x.418_33" 3Y' !2" 1t,, 176.1 PFA 60.3 KF P 18 KF 79.7 P8F 394 PSf 56.6 KF 26.4 PSF 91.1 PSP 5.5 P8i 4 KF ]2.4 PMP 1025 PSF 61.2 P� 72.8 PSF %A FSP 278.2 LMFf 265.918 Sf6A K 47!.118-158.0►SF 794 PST PSF 55.7 PST 92.1 PSF 46.0►SF Bf./PSP 72.7I� 105.3 PSA 5x.6 PB/ 7a6 PSF 77.]PSF 118.4 59.1 83. P4f. 270.2 LB•Ff %5.918 S37•S is 773'1096.9" 24" 43APSP 225 PSP 729 PSF 744 PSI 614 Kf t5.�KP A PSF 41.0 57.7 KF 246 PSF 276.2 LMfT 165.918 339.518 444.7 LR 35.9• 94.9•' %" 1094IN 44.7 PRI, %4P9/ 6].8 3 9 134.0 PSF 620►SP 932 PSP �L2''SP 17913 P5P 7PSf 103. 41.9 PSI, 176.1 LB•R7 %913 LB 4U.2 %1.118 14" 186.1 PSF 93.0 PSF FSP 89.1 KF 109.5 FSP S4.IPSF 81.0 4LS PSP36" %" 14" 1344 PSI, 610 FSP SF 72.9 PSF 96.1 KP 511 1 PSF 67.7 PSF 46. 604 I'm %13 PEP 974 Ki 46. PSF 66.1 FSP 113 PWWSF --.0 KP276.2 LEFT %0.7 tB 4642 t8 719.6!632" 3X' 3T 24" _1074 KF 53.1 PSF F 394 Kf 62.8 FSP 314 Plif 16.2 PS9 ILL PSF 71.7 PSF 348IN SNB PSP p Y __PEP 60.3 0'6F PW 911 PSR 474 PSF 232PSF26 � 474,12414.436" 30^ 3r 852 PSIF 41.9 P5I, . . IS. SR18.3 FSF 57.2 PSF 26.6 Ki 414 PSP 11.2 K/ 2 .2 L8•FT 20913 t6 503.4 LB4r 674 PSF 36.9 PSP P9F 3 . 16.6 9- 26.9 PSF 04 PSF 42.5 PSI, 21.21SP 96.7 PSP SIJ P$F 472 KI 13.9 34.S,y 57.1 P9F 26.3 PSF ASF 4 PSf iL3 F8P 16APSF 27. PSf 11.9 KF %.1 PSA 19.0 PSF 27.9 PSF 13.6 KP 412 PSF IIA PSF 30.7 PSF 15.3 Pbf 270.3 L6•PT 109.3 LB 5143Is 9%.1 LB yl• b4• % 140.1 P6F 77 0 Psf PSF 5R8 PSF 85.178P 414 PSM 65.2 PSF 914 PSP 97.4 PSF 4L7 PSP 01w FSP 77.2 PSF 409.5►SP S4.T 83.6 KP 414 376.218•FT _16644.3 LB 3794 M8 387.8 t1 974 PSP 46.7 7L.2 15f 346 PSP 58.8 PSP It PSF 419 PSF 214 KI 84.9 PSF 314 PSF ALE PBF_ _ 244 PSF 734 PSF %.5►SR $5.0 FSP 17.4 PEP 376.1 l0-FT .3 t8 416.5 LB Y/7.3 LB 9r 31" 77" 32" 84.5 PSF 411 FSR 634 PSP 332 PSf /9.3 PSf K.6 FSF 37.7►Sf 146 PEP SL3 PSF lL1 PSP 416 PSF 2L3 KF 6313 PIR' .6 P!' 47.8 PSF 119/SP 2 LB•fT 164.36.6 409.4 0 409.1 L B %..- 874 37.7 PSi -10.5 F4P IAN PSP 39.3 FSA 24.6 PSP 394 PSf 344 PIF M.9 P 214 PSF 0d PSF tL9 PSF 50.5 OSP 15.2 PSI 37.9 PSP 18.9 Pbf 176.2 LEFT 164.7 LB 4x9218 /11.118 41• /1" _ 43' $OA KF 25.0 PSF 37.7 PSF %.6 FSF 276.2 U3-Fr 19.21 14.6 Kf 214 KF 10.9 KP 194 PSP t4.9 P6F 22.1 P8F !LD KF s3.e PSF 36.0 PPEF 24.9 PMP 92.4 PSF 3%.1 t8•iT 16H4a/e 463.0 LB 506.9 LB p 442 PSF EIA PSF 93.1 KF 16.5 PSI 16.1 F5F SSA PSF �L•7T •MEQtAN1CAt UNITS SHALL HAVE A MINIMUM b�rN AS ILLUSTRATED HEREtL ALL MECHAf1KAL UNITS MAY NAVE A MAXIT1161 DEPTH EWALT04r WMX. LOAD VWISPERIMFWMMATIOM fORLISE YWilt 11057 STRULTLIRE VERIF7CAT10N ONLY HALLOS CN.MAR0 48"STAND DEPTH USING AEG ddb ALLOWABLE VWPD PRESSURES AxtN11r DU0:moms STAND tG STAND TYReD a� ANCMIOR M!:3 4 ANCHOR 7YPEt 1 OR 3 ANCHORTYPEt •4 OR 3 ANLHOR7YFEt I OR 9 Mo.BASE MAX BASE MAX BA59 MAIL BASE STAND Maf1 MAX F1Ax ma WMX MAX Mom"(M) SHEA m UPLIPr m GRAVITY CO How ALLDWABLB ma ALLOWAOLE X. A.= .E ALLOWAB6.! ALLOWAKE ALLOWABLEAILOWABI (W) (D)' (M) IATP.ML VKWT(KD LOAM(P m UM1Fr(K1) LOAD(PSF) tNt1IT IOw LATERAL INUR(FSFI yy B RRLE IE LOAD K K 2 24• W Sie3 PSF 54.1 PEF 15.7 KF /1A KF 119.1 PSF $9.1 PEP 147 PEP 416 PSP 2 x LB•R 265.9 LB 469.8 IB 1418 ri" 7r 72" 18^ 68.3 P8I 14.E PSF 48.7►BI 1113 KP - ez.3 vu us P9F 5416 a 1763 to- 266. LB $1 618 4274 Le 33 %.9" 3r, 78.0 9.5 PSF .l P8I PEF 95.2 PSF _474 67.5 PMP 39.7 PSF 763 LBJTj 427.318 12341% OOPR6MNlV8IL PL M,r 75.9" %" 54.7 P8F 77.3 PSP 36.7 KP 19.7 P8f 65.9 P8F 32.9 PSP S Kf 23.2 PBF 1 LB•PT Sts .7 LB14" x4• PSP 46.5 PSP 69.4PSF 342PSF 9"FSF 46.9 PIF s9.8KT 34APSF 27ax 'T 1etlB313.118 12-MEE-Ol %' 24' 61.OISP 914 PBI 774Plf 74.7 PEP 37.3PSF Sod 27.4P8Y2M3 481.86.8 733.6 Lb w 14" '8 %.7 w 39.8 PSR 644 M 324 PSP 47.7 PSI334 FSP 276.7 6.&R 455.618 41/A is 0! %• %• %• 429 214 PfY 31.5 !.7 PSP SL7 PX 232 PSF 37.6 PEP ILL PSF 1 .1 IdPT 2 .3 LB 401A is Uai1L�d'1xM)Y30B MY)Ih Ih41`111 a {i• 42• 1.9 F lS.9 PSf 23.1 PIF 11.5� 76.4 LBF 19.7 PSF 37.6 FSF 1].9 PSP 276.7 LOFT 2".3 18 SDIA is 4964 tD A W 0064 r« �" I4^ 76.5 PSP 14.2 PSP %.6IeI, 10.7 PSF 94.4 173 Psr 14.7 PSF 1113 PSP :76.1 LB•Rr 209.3 UP Wow 316.1 l8 K'�IiLN4p :Ir M" 2{• 77.0 P8T % O PMR 184 PSP 734 PSF %.I PS► _SMA KF 2BA PEP 2741 LB•R 164.318 779.918 1944 LB �pi76)i0A 0610 0� 24"%• 36" 24" M.7 KT 24.3 PSF 76.6 PN 16.9 55A P8F 19.3 PSF M!KI ]2.f P9! 276.2 IT 164.918 {1 SLB 747.3 l8 yy / M �"'f��^••2.o�,t y 7r ]2' " u^ 412 PSF .1 P8P ]LO KI A}BF 50.9 PSF 35A KP 3L5 PSF 19.2 PSF 276.2 LB•fr 164.5 le 4094 6.6 409.1 to M1Lrrt D,6 eM 0p01'� r 93.7 KP 162 Pq 35.4 PSf 12.7- 40A FSF 240 PSF 30.5 FSR 15.1 PSF 276.118• 184. LO 436.8!8 42Z.1117 %' 36• 36" 30.1 PSF LSA PSF 22.5ISf 12.1 PSF 276.2 LB-FT 164.3 LB 443.210 Ntd lB 1 42• 41' 4X' 25.0 PSF I!5 ' 3f 37' S4'• 22A PSP 11.2 PEP 27.0 PSF 13.5 PSP 30.0 P5F LOA KF 278.2 LB•PT 164.718 463.0 LB 504716 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . DESIGN SCHEDULES & CONCRETE COVERED BASEPLATE DETAIL • • • ••• • ••• LOAD TRANSFER INFORMATION POIt LAIN WITH.- .0 •• • • • • • •• • STRUCTLINVeRIFICATIONONLY COLIESCAI.CI A7EDr. 'Ir 24"STAND DEPTH WITH 4"THICK CONCRETE COVERING SEE DETAI 4/61 • ' ' ' ' • so- usINO AGO M6tHODOLOf09 ° NC Ulm O1MEN6N1V5 ALLOWAELE WNW PAeOWtIF • ,fJ t STAND nPEt A STAND TYPEt 9 STANO T(FIR Bl • • STAND TYPE:B1•• iTAND TYPE:_(i _}_ STANOTYPE: STAND ANCHORTYPEt3084 ANCNORTY►E:3OR4 ANCN0RIYPE:3OR4 ANCIORTYPE:30R4 ANCHORTYPEt30R4 ANCSIORnPEt3OR4 MAX MSE MAX."Be NAXBASE Mux.BASE � No MAX MIAX MOMENT CM) N1eARM UPLIFT(f) GRAVIIY(Q A I/Y oA4A lM" HEIGHT MAX ult]W wAx ALtOWABLL MAx ALAWABLE NA3 ALLOWABLE NAX ALLOWABLE MAX ALLOWANAE f1A% ALLOWABLE ALIAWABLE ALLOWA13 E ALLOWABLE AL.OWABLE LATERAL AILOWABLd u LATERAL UPLIFT(PGF) LATERAL UPLIR(m) LORDLTRAL UPLIFT prsP) UI•IPT Ipso Ar Ii( ID,O 1 UPLIFT(FSF) a " LOAD(PSP) LOAD(F5� zz C p 14" 200,0 MF fOO.OPSF 193.2 P9 %b 2004 1004 A .0 1 .6 B I916 PSF 024 PSP 3462 to-"17L7 LB 116E_0U 9944 LB_ ly�S{7S S u� 32" 32• ]Z" 19" 2.712 PEP 06,6 PSP IIIA PSF SS.9/Sf 127.E PAP 63.9 PSF 14]. g40l 572 IN 3462 to-R 372.716 1 7 1119.9161 A" 7.0 24- m04 100.0 PSP 129.2 PSP 614 PSF 147b 73.0 fSF t _ SS.I PSF 334 PSP 66.7 PSf 3 2 Le-FT 373,7 2.6 1163,92.6 911.1 LB ]3.9" Sur 190.1 PSf 65.1 PSP 09.4� 44.7I N 102.2 PSF 11.1 PEP .9 f6F 92.3 PSF 46.1 PSF 34U tefiT 372.7 t6 951.O11 117141E 14" N!' IN 100.0FSF 136.3 ASF 66.1 FSF _ISS.7 RIF __774 PSP_ i .1 PSP 136.E RIF SM 116.6 PGF 5.16 PSF 312.9 LS-FT 262.9 LO 9St.11H 8724 LB 36" 36" 14" 155.7►SP 774ISP 90A P5F ASA ASF 10.7.8 PSF 51.tw 110.71SF774 PSP 304I8f .8 46.9 PSF 312.9 L6-FT 262.9 LB 1014.7 tE 614.1 LO 31" lY' 135.214P 67.6 PSP_ _ 784 P9P_ NA %.1 PSf_ 454 P6F 101.1 PSF _67.6 PEP 334 P8P etA FSF 46.7 PER 112.91E-FT x62.9 LB 1047.2 LB 956.91876" 96" 1/" -1074IS► 33.9 PSf 62.9 PSF 31.4 FEW 71.9 PSF 35.9 PSP 80.!f8P 11. 269►SP 64 9 PSF 32A PSP 312.9 LB-PT 263,92.8 2l842" 42" 42" 86.1 PSF 40.046.7m 23.3►SF 53A PSF 26.7%F 604 OSF 40,O FSF x04 PEP 46.3 PSF 24.1 PSF J1L9 L6•PT 163,92.61159.71837" 7" SM 711 PBf 310 1.6 20.9 fSF 46.8 PSF 29.9 PEP 910 31,11 17.9 PSF 434 PSF 2IA 19F 312.9 LdPT 2619 LB 1246.4 to 127X7 LE 24" 14" x29 166.9 PSF 63.4 PSF 97.3 PSF 40A PSF 111.2 PSF 554 PSF 125.1 PSP 63.S FSF 814 PSF 41J PSF 53A PSF 41.7 Mf 207.9 L T 107A u 604.0 LE 797.1 U < 38" 36" 24' 11 2 PSP 64.11M 92.4 P f 74.1 PSF 374 FSf 0!4 PSP 41.719!' SSA FSP A 674 PSF 33.5 PSF 787.910-FT 187.9 is 045.7 LO 7452 LB 12" 33" 3Y, %�!PEF 46,1 PSP 56.7 PSF 26.f PSP 64.3 PSF 32.L MF 72.4 FSF 36.2 PSF ALI PSF 24.1 PSP 50.115E 29.0 PSF 187.918-FT 10Y.62.6 069.0 to 847.)W DESIGN SCHEDULE NATES: 38 n.0 PBf 35.s PSP 44.9 PAF 2X4 P9F 43 PSF xs 6 PBP 97.715P A PSF 16.s 1sF 193/sF 164 PSF 23.2 PSP x87.9 2.6 FT 11773 Le i l0 0774 to 47" 41" 4Y 57.2 FEF 70.6 PSI' 1731SF 16.6 KP 78.1 PSF 1A0►SF 43,9 PSF 714 PSF 296 Pbf 14.3 PSP 94,/PSP 17.2 FSF 207.9 LS-F7 307.8 LB 946.018 917.7 to 1. WHEN USING MUL7IPLO SIZES ON 37" 97" 54• 5411SF 73APSF 29.9Ibf 14.9 PSF 74.1 P87 17.O fSP 30.4 FSF 19.215F' IS. FSF 12A PSF 304 PSF SSA PSF 287.918-F( 107,8 U 101622.8 1042.310 W R ONE l,TAN6,UTILIZE MAXIMUM UNIT •MECHAN1Gt WILTS 9HAll HAVE A MINIHIM OEFM AS ILLUSTRATED HEREIN.ALL MECHANICAL UNIT$MAY HAVE A MAXIMUM OEPIII EQUALTO 92•MAX Sf2E TO DETERMBNO ALLOWABLE LOAD TRANSFER INANUTATION MR USE WITH HOST (�} R WIND PRESSURES FROM OPSR)N SINUCT LINE VERIFICATION ONLY WAUB�CALCULATED 99yy SCHEDULES f�E0+• 48"STAND DEPTH,WITH 4"THICK CONCRETE COVERING(SEE DETAIL 4/6) USING AM METHODOLOGY) C_t: 2. NameNCe ANCHOR SCH OW FOR ALLDWABtE WIND PPBSBURES '_71 ANCHOR TYPES LISTED PSEREINL NC UNIT D11NN58DIN R. _ srANO Trvet A sTAxO TYPEt a STAND TYPE:BL STAND TYPE:m srwo TYPE:c sraro nve:D STAND 44X3100.nPE:]0R4 ANCHORTYPEt 3084 ANCHOR TYPE:3084 AHCHORTIM:3 ORA ANCHOR TYPE:3OR4 ANCNORnvEt3OR4 MAX.BASE MAX.BASE MAX EASE MAX BAN (W) (0)� IH) � HAx L4Ax MAX MAX Pux NAY " MAX MAX MAX aAx MAX MOMENT(14) SHEAR(W) tOUFT('T) GRAVITY IQ G M1AWA6tE AtLOWANE ALLOWABLE ALLOWASLeAUDWASILE ALl01YAB1E AU 11. L _a uTERAt Al1AWAele LATERAL ALLOWABLE LATERAL Atu7x(PSF LATERAL UPLIFT Mn tTERAL UPI ALLOWABLE(psLAT9ULUPLIFT Lu d LOAD OGP) UPLIFT tPSf) LOAD(PSI) UPITIT(0519 LAND(nsf9 UPLIFT(ASP) tawow) LOAD(PSP) LOAD tPSF) 1111d....IIII 74"_1 1 216'_ _x00.0 ASF LOCO PSFA PSF 100.0 FSF 200-0 PSP_ IOOA PSF 300.0 PSF 1004 PSF N7A lB-fT 4494 2.5 7.8.7 LB SS17lo g- S 37' Vit' A" 15„ l77AP9P .7 PSF 138.5 PSI .= 198.2 PSP 79.1 PSP 172.0 PSF 864 PSF 110.7 PSP 593 PSP 143.0 PSP 71. IN 4745 LB-FT 461.6 LB 900.118 43SA LB = YY p 76.9" 35.9 N" 200A PSF 100.0 PSP 160A PSP solo PSF 192.6 PSP 91A PSF 2004 PSF 100.0 PSF 1)7.1 FSF 66,5 FSF 1653 PSF 52.6 PSF 47915 L6-FT 461A to 919.1 to 462.8IS Y3 35.9' 3S.9" 36" 152.2 PEP 76.1 PSP 110.7 55.3 PSF 1164 PSF 632 PSF 147219E 71.115E 91.9 PSF 474 1144 572 PSF 479.5 LA-FT 461.616 NSA L9 674.7 to 1P_ 21� 716' 100,0 PSF 100. PSF 162,1 PSP 61.1 RBF 854 PSF 91.7►SF 2000 PSFr IBM PSP 139.0 69.5 PSf 139.0 PSF 69.5 PSF I1L0 im, 317.9 t6 675.0 U 34141.0 6` 24 1014 PSF 91.7►Sf 106.1 P8P SAA FSP 123.6 PSP 6l 179 69.5 PW 92.7 PSf 46.3 PSP 1 L 55A PSF 412.9 LB-PT 7.9 t0 010 is 434A to 3T 32" 3T 129 160.9 PSF 60496F 9310 PSF 46.9 PSF 107.7 PSF 53.6 PSF 12016 PEP 60.3 FSF 80.4 PSf 40.7 SOS' %.9 PSF 46,4 FSP 411.916-FT 331.9 2.6 688.6 LS 543,7 V 2 1• 36• ]6" 36" 4110- 182 64.1 74.8 7 4 BAS PSF 42.7 PSP %2 PSF 48.1 PSF 64.1 PSF 374 77.9 PSF 304 PSF 411.9 2.8-IT 312.9 t8 776.1 to 577.210 C g 42• Y' 43" 93.3 PSF 47.6 PSP 55. PSF 774 PW 6915 PSP 31.7 ASF _774 PSP 35.7 m 47A PSF 234 PSF S7./PSP 79J PSF It2.9 LbR 311.9 t8 756.6 t0 6I4J U L 37• 37 929 85.4 F9f 42.7 PSF 49.0 PSF 244 PSI 50.9 784 .0 PSP 324 PSF 46.7 PSF 21.3 PSP SL4 PSP xS. PSF 412.9 LbFf 317. l8 790. to 7374 t0 PRODUCT ROVINRD IM 329 216" 191.9 PSF 95.9 PSF 111.9 PSF 55.9 FSF tIMF 634 PSF 1474 PSF 71.9 PSF 95.9 PSF 47.9 PSF 91D PSF 47.9 PSF 36LO LB-Ft 215.to 303418 4634 to YcaWMYNHg wi01 ih9 PPJT4L; le" 96" IP' 12.9 6 9 744 7.3 NA►SF96.9 47.9 PSF 69.9 PSP 11. PEf 77.0 PSF 98.5 PSF 383,91H-R 215.918 551.8 LB /13.918 BRi(dingCndO 72' 72' 3Y' �Y, f/116PEP 55.9 PSF 64.7►SR 71.7 PSP 37.0 FSF 012 FBf 41A PSP SS.S PSI' 17.7 PSP 60.6 PSF 334 FSF 361.9LB-FF115.9 V 503,3 LB 465.1 is - T736• 76" GELS MSP 44.2 PSF SIA PSP 264 PSF 2.B►9P 68 LSF 3].1 PSF 44.I PEf Y3.1 PSP 53.3►SF( (on DMa" U 42• 41" 4Y' 65.8KF32.9 PSF 38.3 PSf 19.1 PSP 11.9 PSF 46215E K4 PSF 32.9 PSP 16,4 PSF 39.8 F5F 194 PSP 161.9 L8-F7 115.916 SOD.6 U S79A to IL�, / 37• 37• !M 56.9 P9P 29.4 P8f 94.4 PSF 17.2 PSF ]9.3 PSP 19APSF 462 f9F 12.1 PSP 29.4 PSF 14.7 FSF 35.3 PSF 17.7 PSP 162,9 Lo-PT 215.9 LB 612.916 622.7 LB MI6fR U U0t CoOffnl �... " MECHANICAL UNITS SHALL HAVE A NINTFUM OEP1I1 AS ILLUSTRATED MERLIN,ALL MItlIN/1CALUMT9 MAY HAVE A INX(NUN DEPTH EQUAL T042•YNX. d ROUND TUBING® ROOFING FINISH E-BEAM Q_ BY OTHECONCRETE TOPPINGRS).3' APPROVED UNIT AND 4 ANCHORS 1, ASSUME (BY OTHERS)OVER CONFIGURATION CHANNEL TO TUBE W1 PER PLATE (9YP,) '/4"FILLET WELD FULL EACH BASEPLATE,4• (SHEETS 3 t#3) F1Rl pERIMETE0.WELD (SEE ANCHOR " POST SE PLATE =_-' - ------- FOR --DEEP b 'C'CHANNEL� SCHEDULE) TO BASEPLATE - __- PROVIDE FILLET WELD t in -- -:= S FtOR FULL VISIBLE BASE PLATE MOST STRUCTURE PER _.__-- _- S 4" DESIGN SCHEDULE -- .. .r,<t/..-•• P£RIMETEROFPIECE %•34;91 f ?)"•�t,' 00►09N{TMNNLNgM001b a•MAX- ®To PIECE® % // } ® •• :'t�,#;M1� 12-M EE-01 ri•h~r,?� �° .N 02 STEEL 00. NMI 1296 NSNC1�1 IB•MAX SQUARE TUBTNG Q,® ST��T TYPE 3 OR 4 ROUND TUBING® BASE PLATE DETAIL 1 ENDPOST DETAIL 2 FRAME ASSEMBLY DETAIL 3 REF DESIGN SCHEDULE 4 CONC. T PPING OPTION 6 N.-TI. ELEVATION VIEW 6 SCALE:31-11-01 6 SCALE:r-V-0" 6 2"-V-O" SECTION VIEW . . ... . . . ... .. .. .. .• 1"x 22 GAGE GALVANIZED A/C UNIT HOUSING (1)2°x2'x.093"X2"LONG 6083-T6 STRAP W/90°TWIST,6 MECHANICAL WT.' (0.031')A36 MIN A/C UMIT (3)3i-41316 SS PER LRNTT,1 EACH SIDE FOOT(0.05") (N �� £ ALUM.ANGLE PER CORNER W/(4) HOUSING THRU BOLTS W/ bF R 2• I • #x UNIT HOUSING A36 MIN STEEL STEEL O I a i14 316 SS SMS TO HOUSING (0,031')A36 3i'SAE WASHER • OT o • 22GA(0.031')MIN SIT ON TOP OF e UNIT d I-BEAM RAIL,OR MIN STEE (R NUT(0.625'G) FAJTEN ( C 316 TO 45 •o •A36 MIN STEEL. 1-BEAM RAIL 1 O O (2)-1.S"x22GA(0.031'MIN)A36 PER CORNER 5Q Sem VC UNti MAX. • (' MIN.GALVANIZED STEEL CLIPS WHERE A\C UNIT 404114 31G SS SMS Ti•• • • 'w (1)WO 316 SS 34.7 ---- PER CORNER W/(2)114 316 SS "-1- FRAMING(0.094" 1-BEAM PER$TRAP. MAX THRU BOLT W/IT 4 MAX SMS TO HOUSING UNIT B I-BEAM MAX A36 MIN STEEL) f-SEAM WASHER&NUT PER RAIL(4 PER CONNECnON). IS ACCESSIBLE. ISOLATOR PADS BEYOND MECHANICAL UNIT r (-BEAM ISOLATOR PADS BEYOND I-BEAM ISOLATOR PADS BEYOND •• (By •CRs NI•YNm••• 1 BEAM® CORNFOOT ER,4AT0'TAl). , it (BY OTHERS)MIN.4 PER (BY OTHERS)MW.4 PER • • • • • 7 #a UNIT I"'T •• • AL UP�3T ALT. A/C UNIT i A/C UNIT TIE-DOWN DETAIL ALT. A/C UNIT tI +D N Db`fAIL TIE-DOWN DETAIL UI < SCALE:3`-1'•0" 2 TIE-DOWN DETAIL •• 7 -1' 7 scALE:3•-r-o" - Z 7 (3)-A32 SAE GRADE 2 SHEET METAL SCREWS PER lll7 SCALE:3"-11.0" (1)2"IQ"x.093°x2"LONG 6063-76 ALUM. W ALUMINUM ANGLE VERTICAL LEG,(2)i14 SAE ANGLE PER CORNER W/(4)014 316 SS J GRADE 2 SHEET METAL SCREWS THROUGH SMS TO HOUSING UNIT OR(2)4.5°JaM o (4)P4100 HORIZONTAL LEG TO I-BEAM RAIL TOP FIAMGE. 2 1/2" CHANICAL SEE DESIGN SCHEDULES (0.031"MIN)A36 M[N.GALVANIZED STEEL .44 p UNLSTRUTS PER CMANICAL UNIT BY OTHE0.S pp I,, FOR REACTIONS PER EACH PS PER CORNER W/(2)014 316 SS SMS < MECHANICAL UNIT i--^/`------- -------'�' .A_ Ir---- - UNIT BY OTHERS --------------- T �" POST,AS ILLUSTRATED TO HOUSING UNIT EACH CLIP (2 ON EA SIDE OF IN. DESIGN PROFESSIONAL OF HEREIN,TYP. I RECORD SHALL VERIFY UNIT WIDTH),TYP. I 3f• CAPACITY OF HOST 0.093" --- MIN. :-._ STRUCTURE A/C UNIT HO USINGjG 316 SS THRU ,., M (0.031°)ABOLTS W/3',"SAE ROOFING FINISH WASHER&NUT LLI i'xix0.93"MtN x (3)-Nf 12 SAE GRADE 2 V 234'tANG 6083.76 1° �. SHEET METAL SCREWS BY OTHERS- (0.625"41)TO ALUMINUM CLIP EA PER ALUMINUM ANGLE _ UNISTRUT.UTLLI2E SIDE OF UNtSTlO1T MIN. VERTICAL LECs,(2)4114 _ - � 6-- _-- (4)P41 (4)PER ALUMINUMPAIR,TYP. SAE GRADE 2 SHEET 3• = UNISTRUTS PPER LE STEEL CLf ANGLE ORS.)METAL SCREWS THROUGH A5S;M MECHANICAL UNHORIZONTAL LEG TO (2 ON EA SIDE OR PADS BEYOND (3(CCJ y�3� rn �( UTILIZE THIS I-BEAM PALL TOP FLANGE, UNIT WIDTH),TYP. (BY OTHERS)MEN,4 PER DETAIL FOR 48" UNIT STAND DEPTHS SECTION A-A I1Ro11LIcrRIlvlBr.D HoSrsTR E C UNIT TIE-DOWN W NITS....aN. 4 UNISTRUT ATTACHMENT (SECTION VIEW)nwmplitnsWtlhlhuPlo'a � � UNITSDEI'fHSTHAT �:3.-1,-D" -o'.8C4 5 BASEPLATE REACTIONS 7 TO UNISTRUT DETAIL ARE LESS THAN 48° 7 e e A�x'GPWnPe Nu 14.O i Z7.1 i T. 'f -. _,t�-_� BxPIT icmw*x o / 7 SCALE:2"-1'-D• 7 SCALE!2'-1`-0" T=- I-BEAM MUST BE I, PARALLEL TO TRUSSES FOR THIS DETAIL ;►i Aiem am ,rot ANCHOR SCHEDULE: ROUND TUBING® AWACENT POST , ROUND TUBING M ANCHOR rmee 8THOST p1uRe µ OE wT ASSEMBLY,TYP, rTEl • 0148AR GRADE 58Mcru8TAL OCnewava tw• 3• H EA SAE GRADE 5tYP.C-OGESTAND DEPTH PER T/PHREADED BOOS WITFL m BTeELU8M0 Jiff B26'OITOBTRUCTURM ITIEEL DESIGN SCHEDULE 'G SAE MiN.WASHER2LyBPBS•xS'4'BASE PLATE BASE PLAND LOCKING NUTS mwoon p,Hr0 s-IMMINTW�a PetleTr 7m.emm _..._._._ r ___.._._ _ ._. 0.625'G),TYP. EOGE[NBYANOETORgODPRNNNGMEMBER(4)yG SAE GRADE 5 WOOD:ADD(4)3':0 LAG GANWA8 ER(U ro)lo MBrM.e PASIwree`THREADED RODS WITH SCTLEW,Yi SAE MIN.WASHER (!)fBreELBABwAeHBR(eeu'O/TOBTAUBTURALeItl3i`0 SAE MIN.WASHER tleAlaeaelTJB MHTNEfNess) AND LOCKING NUTS (0.625'41),3W MW.EMBED,1" XISTING TRUSS I"POMROW60GE41OLT CONCRETE LOCKI'G),TTP. MIN.EDGE DISTANCE OR memsm t ANCRORLNRIW!U4•BAEWASHER(O.N1% STEEL:ADD(4)3YG m CONCRETE&TR LNMBMBEDMGMT&TMWE00EUTILIZE LOCKING NUT THRUBOLT,Y'G SAE MIN, ore'TAN�TOLtlNCONCREreEACH SIDE OF ALUMINUM WASHER AND LOCKING NUitH'• ORADE67MRVBOI.TVATFI IH•tu18ANGLE,TYP. (0.625'41).LITILIZE(2)TOP ANO2)BOTTOM,TYP.(zy ISTRU uousPa1oo ANCHOR NOTES: UNISTRUTS TO MATCH --------------- --- --------- ------ ----- 0 UNISTRUTS TO 1. ANCHORS SHALL BE IN6TAl1.W IN ACCOROMICE WITH NANUFACIVReW BASE PLATE FOOTPRINT 13ie UTIASE PLATE RECOMMENDATIONS.ABOVE.UTRIZE(1) EXISTING WOOD TRUSS NUT EACH SIDE OF INT ABOVE. 2. HTSURE HINIM M EM DISTANCE AS NOTED IN ANCHOR SCNWULe MR EACH OW ANWAVOL16LREBOPL ANCHM ANGLE EACH SIDE OF MEMBERS(G-0.55 MIN.)OR f4° ALUMINUM ANGLE, ANCHOR ROW,SEE SIDE A36 MIN STEEL(INTEGRITY BY TV. 1. HI�NIRUH�ETommi�smLL REASNOTED w ANCHOG-0.35 4•tflD"BLe°AHLwreialw°FHS"" 12-AEE-01 C VIEW FOR MORE OTHERS),TYP. ENBWMERT AND EDGE DISTANCE EKCLLIDlM ROOFING FIMTSHW. pZ i O! oeiaLs. ALTERNATE BASE PLATE ATTACHMENT SECTION B-B(SIDE-VIEW) S. neW ERISTINOE FANTMEELS WOOD AMCEUTE WOW TRUSS WM RS,NOT Y. PIED VERIFY THAT FASreNlp3 ARE INTO ABEGl1Are WOOD Twss MEMBPAS,NOT 6 I=ftywom AT WOOD/STEEL TRUSS MEMBERS 6. CONCRETE ANCHO CONCRETE SE TO WN-CRACKED COMETE SUBSIMM 'l ONLY.CONCRETE SUBSMM MINIMUM TMIC OM SHALL BE 1.9 ANOIOR eMBEDAtEMT. 1•TWS ANCHOR 16 tKIENDLO FOR USE WITH OR WlTNWT CONCRETE COVFREO BASPPlATE6.SEE SNFeT 6 FOR MORE INPoRMAVOIL • • ••• • • • • ••• x 6N W N W N Z; Z Z'b W W w d �' WQFW- w� ••• ••• w: •� if• CLW ()W • f • • •• • • •• N • f '8 O(7 0 Ow ca• • • _ N aCDF g w LO J Z x 0 LU •• • • • •• ••• •• ///LLL��yLLL// Y •• sf• ••• �• • W 0 6 V a CL •w• f•f i �•• ••f Q Z o z NF-0E- O O O 3 m 3 a �OOZO §OJJ 2 ODJHH a U� 8� °w ` aWW-- O O a: �2 CLL l) g `$" �a:�00 Og a� Ox ° � - 7-, LL idg F� w -�Z a.� f- Wzdx» 0D _MCL - z O cai�HO_WW aU zzv- w0 °Z ° H aHC11 00 J -J w 0 LU CD Uo pW d W 1 � a O o �d m w q� o = 8 z H�oQQ Hx a zso ' F- vc�� Z3 a �� w �o o c U) W(n d � O 9 w Z Z F-J QJ� Z �a w 2 F. O Jw �� DH �.. 11 U O O QO MQ W O �� 3 z Z _ 'i w Q z 2 � d A Z t° �A �w W O O x x X Ca ZWwx w0 �, ff Qcno a'WZW<a: OacOiaw �5•* 0 00 Lu CL CL 0 P CO LU Ch aw:pap , $ Z?WmxW f �: :'.y m: � l� c, u UCL d jp +-, ' d �W000 , yyR4 ��e W LL H—a co WN m 0 LUJ • Marvin's Air Conditioning Corp License CAC1816314 1761 SW 11 Terrace-Miami,Fl.33135 Off Ph: (305)541-8408- Fax: (305)541-1856- Cell: (786)407-0801 INVOICE October 8,2015 To: Eira Rojas Address of Work: 893 NE 96th St Miami Shores, FL 1. Uninstall (2) 4 ton condensing units 2. Supply and installation of metal stands for(2) condensing units 3. Reinstall (2)4 ton condensing units 4. Recharge the(2) units with Freon 5. Overall diagnostic of both units 6. Process and pull out permits Warranty: Ten yrs. Compressor and Parts; 12 months of labor(this job only) Value of this job: $ 850.00 Payments: Payment in advance............................................... ...... $ 425.00 G G After closing out permit................................................. $ 425.00 We accept credit cards Notes: • The client is responsible for permit fees • We are not responsible for the following: o Carpentry o Residential Plumbing o Electricity o Test and Balance Marvin Delgado Marvin's A/C Corp SN�Rs Miami Shores Village Building Department .... ..,..� 10050 N.E.2nd Avenue e Miami Shores, Florida 33138 -f °" Tel:(305)795.2204 OR 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): PCI -. Ni I(. S City: Miami Shores Village County: Miami Dade Zip Code: 13 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 4 ARHI Sheet Attached:YESE] NO❑ Contract Attached:YES UNIT BEING REPLACED DATA NEW UNIT 'Z oil, MANUFACTURER CZ) AHU or PKG. UNIT MODEL# COND.UNIT MODEL# H I a KW HEAT NOM TONS /- S. AHU CU PKG 1)M.C.A AHU CU PKG AHU CU PKG 2)M.O.P AHU CU PKG AHU CU PKG 3)VOLTS AHU CU PKG PKG UNIT / / PKG UNIT EER/SEER tom;S YES NO REPLACING DUCTS YES YES NO REPLACING THERMOSTAT E NO YES NO NEW 4"CONCRETE SLAB YES YES NO NEW ROOF STAND YES rNU YES NO NEW RETURN PLENUM BOX YES "NOS 1. Minimum Circuit Ampacity(Wire Size): Z7 /7-7 2. Maximum Overcurrent Protection (Fuse/Breaker Size): ��-/S 3. Voltage of Circuit(208/240/480): �(.-)t')%z3o 4. Size Disconnecting Means: Contractor's Company Name: M ck vvihS f�\Y (� ,.K(�} c+v� he, ��r('Phone: 3 -S—S Lf/' ;46)(9 State Certificate or Registration No. CAC i`[,16 _ IL( Certificate of Competency No. Signature Date: //5" (Qualifier nature) (Revised02/24/2014) o This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service r between Feb 17, 2009 and Dec 31, 2014. r , Certificate of Product Ratings AHRI Certified Reference Number: 3799429 Date: 10/9/2015 Product: Split System:Air-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: 14AJM49 Indoor Unit Model Number: RHLL-HM4821+RCSL-H*4821 Manufacturer: RHEEM SALES COMPANY, INC. Trade/Brand name: RHEEM; RUUD; WEATHERKING 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: Manufacturer responsible for the rating of this system combination Is RHEEM SALES COMPANY, INC. Rated as follows in accordance with AHRI Standard 210/240-2008for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent,third party testing: Cooling Capacity(Btuh): 46000 EER Rating (Cooling): 13.00 SEER Rating (Cooling): 16.00 IEER Rating (Cooling): 'Ratings followed by an asterisk(*)indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.ahridirectory.org. TERMS AND CONDITIONS 1100 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, 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 NO.: 130888717482435890 © This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service r , between Feb 17, 2009 and Dec 31, 2014. Certificate of Product Ratings AHRI Certified Reference Number: 3799429 Date: 10/9/2015 Product: Split System:Air-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: 14AJM49 Indoor Unit Model Number: RHLL-HM4821+RCSL-H*4821 Manufacturer: RHEEM SALES COMPANY, INC. Trade/Brand name: RHEEM; RUUD; WEATHERKING 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: Manufacturer responsible for the rating of this system combination is RHEEM SALES COMPANY,INC. Rated as follows in accordance with AHRI Standard 210/240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent,third party testing: Cooling Capacity(Btuh): 46000 EER Rating (Cooling): 13.00 SEER Rating (Cooling): 16.00 IEER Rating (Cooling): •Ratings followed by an asterisk(`)indicate a voluntary rerate of previously published data,unless accompanied with a WAS,which indicates an involuntary rerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.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, 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. - — 130888717482435890 --_—_- ©2014 Air-Conditioning, Heating,and Refrigeration Institute CERTIFICATE NO.: Perrrrit M yxmsF s y Miami Shores Village z g itt lye: ao ° hancal ; elrt�l 10050 N.E.2nd Avenue NE Auk ificiA Miami Shores,FL 33138-0000- 4fifif, Phone: (305)795-2204 F'e►rrtit fo0: COR'tDp' ' I Expiration: 01/0212016 .E, 3 Project Address Parcel NumberApplicant 893 NE 96 Street _ 1132060142690 �_. _.. .. __.. BENOIT V WIRZ EIRA ROJAS Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone _. �. .N Cell r-*,---.. --- ----- ._ BENOIT V WIRZ EIRA ROJAS 893 NE 96 Street MIAMI SHORES FL 33138- 893 NE 96 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 1,600.00 MARVIN'S AIR CONDITIONING CORP (305)541-8408 E Total Sq Feet: 00 yam' .i4,H'. v ffi0..:..ab 4m ,_, •---�.�: Tons: 1 Available Inspections: Additional Info: Inspection Type: Classification:Residential Final Approved:In Review Review Mechanical Comments: Date Approved: : In Review Date Denied: Type of Work: INSTALLATION OF MINI SPLIT UNIT Scanning:3 �l f Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 I DBPR Fee $2.00 Invoice# MC-7-15-56181 s DCA Fee $2.00 07/01/2015 Check#:8307 $ 50.00 Education Surcharge $0.40 07/06/2015 Check#:8312 $66.20 $0.00 Permit Fee $100.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $116.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compli ince with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the prof ar 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 n Futh more, I authorize the above-named contractor to do the work stated. Jury 06, 2015 prized Signature: er / Applicant / Contractor / Agent Date Building Department Copy July 06, 2015 1 � (211 -7 Miami Shores Village c �rvF� Building Department 7JUL or.Zo,S J 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-0949 F B C 20 BUILDING Master Permit No.9f PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP MA 1 CONTRACTOR DRAWINGS JOB ADDRESS: (69 2 ll)E / �5r/ City: Miami Shores County: Miami Dade Zip: 33 Folio/Parcel#: 11- 320c- -of i-/ - ?_6 1 Q Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): �i i�. Phone#: .766 3Zs' -,S-q 7C Address: I /� � 5 & t City: (avtil S11or e-3 State: C- Zip: 3313 Tenant/Lessee Name: Phone#: Email: 11 ,, pp CONTRACTOR:Company Name: MQIv0yi 5 6110 � ia:Lk_%Q llyin, CQQ2- Phone#: Address: II/W 5 CL) ( I ,,, Te rcriC c City: M cwti ;-� State: EL- Zip: 3 0S Qualifier Name: `k- 3 \ JC_ cc.1,n Phone#: State Certification or Registration#: CA-C 19 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ L G • c' Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: a-YLS1'Ct WC � 1 njn R� m Da f-Se I�''4 la'1�� , it KC C'V C -7C.iX C Cit.;'l Specify color of color thru tile: Submittal Fee$ Permit Fee$ �WL CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ��•2 (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 an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature X Signature OWNER rAGENT CON ACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this '24M dayof n e, ,20 l S' by _day of 20 E by Eiza -&j i aSwho is ersonally kno to �,� cep D2/go2"who is ersonally know 0 1.11 (on 0(c, 'Dacv� �---' 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: �a ,lC�� Sign: ly Print: "IZ-e—i c ki r'Z�t�-5 PriFI e— -% EAICKA A.FLEMI; Se I: It Seal: ��"::°4� ERICKAA.FLETES * MYXPIRE S:M #FF 018 * * MY COMMISSION#FF 088456 EXPIRES:May 31,2018 'toFfty' 6sodedTArvk4*NetuyServim ,,, , EXPIRES:May 31,2018 ,soF Bonded Thru Budget Notary Services ********************************* *********** ************************************************************ APPROVED BY ( larrs'Examiner Zoning Structural Review Clerk (Revised02/24/2014) � p rectoryCERTIFIED Certificate of Product R AHRI Certified Reference Number: 7064561 Date: 6/26/2015 Product:Variable Speed Mini-Split Heat Pump,with Remote Outdoor Unit Air-Source, Free Delivery Outdoor Unit Model Number: ACZC14H4R12 Indoor Unit Model Number:ACZEM4H4R12 Manufacturer: AIR-CON INTERNATIONAL, INC. Trade/Brand name: AIR-CON Series name: Manufacturer responsible for the rating of this system combination is AIR-CON INTERNATIONAL, INC. Rated as follows in accordance with AHRI Standard 2101240-2008 for Unitary Air-Conditioning and Air-Source Heat Pump Equipment and subject to verification of rating accuracy by AHRI-sponsored, independent,third party testing: Gaoling Capacity(Btuh): 12000 EER Rating(Cooling): 9.00 SEER Rating(Cooling): 15.00 Heating Capacity(Btuh)@ 47 F: 13000 Region IV HSPF Rating (Heating): 8.50 Heating Capacity(Btuh)@ 17 F: 7700 CERTIFIED RATINGS FOR VARIABLE-SPEED,MINI-AND MULTI-SPLIT SYSTEMS ARE VALID FOR ALL COMBINATIONS OF INDOOR UNITS (BASED ON COMBINATION TYPES)WITH THE SPECIFIC OUTDOOR UNIT LISTED ABOVE AND IN THE AHRI DIRECTORY OF CERTIFIED EQUIPMENT.VISIT WIMN.AHRIDIRECTORY.ORG TO VERIFY THAT THIS COMBINATION IS AN ACTIVE LISTING AND THE DATA LISTED ON Ti I4S CERTIFICATE IS ACC RATE.SEARCH ON THE AHRI REbFFhR�NCE#TO QUICKLY L�CATFSTH)S Cr,MBINATION IN THE DIRECTORY. atmgs followed by an asterisk( indicate a voluntary rerate of previously pu IF a data,unless accompanied vn a WA ,why i icates an involuntary cerate. DISCLAIMER AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www.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, 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. 130798107995118248 ©2014 Air-Conditioning, Heating,and Refrigeration Institute CERTIFICATE NO.: R�s y_ Miami Shores Village �t Building Department �... N...� 10050 N.E.2nd Avenue e Miami Shores, Florida 33138 ' lyTel: (305)795.2204 OR 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.V Job Address(where the work is being done): `1 3 AJ E 9 C, sA- City: Miami Shores Village County: Miami Dade Zip Code: j 3 g 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 21"ARHI Sheet Attached:YES [� NO❑ Contract Attached:YES UNIT BEING REPLACED DATA NEW UNIT MANUFACTURER Ay Y �'-Wq AHU or PKG. UNIT MODEL# Z COND.UNIT MODEL# Z C K 7- KW HEAT NOM TONS AHU CU PKG 1)M.C.A AHU CU PKG AHU CU PKG 2)M.O.P AHU CU PKG AHU CU PKG 3)VOLTS AHU CU PKG PKG UNIT / / PKG UNIT EER/SEER YES NO REPLACING DUCTS YES (ff� YES NO REPLACING THERMOSTAT YES YES NO NEW 4"CONCRETE SLAB NO YES NO NEW ROOF STAND YES N YES NO NEW RETURN PLENUM BOX YES 1. Minimum Circuit Ampacity(Wire Size): 16 2. Maximum Overcurrent Protection (Fuse/Breaker Size): Zn 3. Voltage of Circuit(208/240/480): Z 08 4. Size Disconnecting Means: / Contractor's Company Name: i /�G4vrH s t l0''�� rn co`P• Phone: State Certificate or Registration No. Cm Certificate of Competency No. Signature Date: / /1S (Qualifier' nature) (Revised02/24/2014) Marvin's Air Conditioning Corp License CAC1816314 1761 SW 11 Terrace-Miami,Fl. 33135 Off Ph: (305)541-8408-Fax: (305)541-1856- Cell: (786)487-0801 CONTRACT July 1,2015 To: Oscar Longa Jr. Address of Work: 893 NE 96" St Miami Shores, FL 1. Legalize the existing mini-split aircon unit 2. Place the unit up to code Value of this job: $ 1,600.00 Payments: Advance payment....................................................... $ 800.00 After installing completed.............................................. $ 800.00 Marvin Delgado Marvin's A/C Corp