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MC-15-2943 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-248259 Permit Number: MC-11-15-2943 Scheduled Inspection Date:January 13,2016 Permit Type: Mechanical - Residential Inspector: Perez,JanPierre Inspection Type: Final Owner: SCHWARTE,JENS Work Classification: AIC Replacement Job Address:9880 NE 9 Avenue Miami Shores, FL Phone Number (305)987-3741 Parcel Number 1132060142400 Project: <NONE> Contractor: SERVICE AMERICA ENTERPRISE INC Phone: (954)979-1100 Building Department Comments AC CHANGE OUT 3.5 TON Infractio Passed Comments INSPECTOR COMMENTS False I � I Inspector Comments Passed Failed a Correction a Needed Re-Inspection a Fee No Additional Inspections can be scheduled until re-inspection fee is paid January 12,2016 For Inspections please call: (305)762-4949 Page 7 of 31 '01/12/2016 12:02 9549773591 PERMITS PAGE 02/02 v • �►�o-R,�'® CEt?TtFtCATE Q� �IA� •'.: '�: . . 'CITY tNSUl2ANC� .• AyM THIS CERTIFICATE tS ISSUED AS q MA D^TE I�e/trD TIER O!=INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLgER. T CERTIFICATE DOES NOT AFFIRMA TIVELy QR NEGATIVELY AMENd 12/28/2015 BELOW, THIS CERTIFICATE OF rNSURANCE 40ES ' EXTEND OR ALTER THE CQVERAGE AFFORpEC I3Y THE POLICIES REPRESENTATIVE OR PRODUCER,ANp•f}IE CERTIFICATE HOLDER. HIS NQT CONSTITUTE A CONTFtgCT BETWEEN THE ISSUING INSUHER(S), gUTlldRrzEp IMPORTANT: If the certlfi Manns 8nd condrtlorlg o holder Is an ADDITIONAL-INSURED,the polrcy(leg)must endorsed. If SU$ROGATION IS WAIVED Certiflc> plolder In Lieu of such enders mtt policleg maty rei}ulre 8n etadorsemerlt i PRODUCER A statement on this certificate does not oonfer rightts to the 1000 z 6. McLotsa4a Ilgoxtcy LLC 1000 Ca'tparate Drive NAA_NARACT Ste. 400 ANON Ft• "Uderdt<=s F1, 33334 R.E7ct' (954) 938-$788 E•MA14 F E mss• �.C,.,�N.o):(3051 s4o-97D3 M$vR$D INSURE S AFFORDING COVRRAce service Aauisica SaCerpr�ae. ztxe• INsi1R�R A:Pte► Tusuxance C Rri NAIL H 2735 INSURERe: 22262 83 Ct. INSURER C: P't. LauBerdale F'L 33309 INSURER D; COVERAGES INsUR$R E; THIS is To CERTIFY CERTrFtCATf=NUMBER:care r>a $34SSURRIt r:• —'— ---�--- THAT TH>:POLICII?S OF 1NSURANOE LISTgp BELOW HAVE BEEN ISSUEp TO THE INSURED NAMED N INptCATEp. NOT6MTHSTANDtNG ANY REQUIREMENT, TEI OR CONDITION OF ANY CONTRACT pyo O REVISION NUMBER: EXCLUS O S A D CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY THE INSURANCE AFFORD$D t3Y THE POt ICiFS pESCl.1art HEREIN IS SUBJE:C T TO AL otTtlE TERM D THER DOCUMENT WITH RESPECT TO WHICy THIS LrR TYPE OF INsuRANCE HAVE BEEN REbUCEp 8Y PAID CLAIMS, OOMMERCIAL GENRRAL LIASIL 7y POLICY NUMORR O 2 S+ M C C�1S•MAOE Q OCCUR LIMPM •BCH OCCURRENCE $ �' �� ] 8 GENLAGGREGATE UMRAPPLIES pER; MED EXP My ane on $ 11 1,1CY 0 JECOt a I.00 PERSONAL 8 ADV INJ RY $ 0 ER• t3ENE-MAGGREGATE g AUTOMOBILE LIA12ILMY PRODUCTS-COMP/OP AGO g �OALL O%wO CEo of U 1 GLE IMIT $ S�ED SCHROULED g NON-0WNEa eOOILY INJURY(Par person) $ WtREO AUTO$ AUTOS EOOILY INJURY(Par ewldw 1) $ apRepRT1DANW�E $ U9AeRELlA LiAB EXCESsUAe OCCUR S C� &M^OE FJ1CM OCCURRENCE DEO RE ON 8 AND III BCOMPENSATION AGGRI _ 3 AND EMPLeYERR'LIAQIU1y ANYPROFRIBTOR�PARTN6R1ExBCtrrlvE YJN 201575 Osa99o9 3-2/31/2035 12/31/2o1s R P qr rt`r� TN $ �IMAndERJM in NMI FJCCLUDI a� �N/A Man tlterr In Nl'il yyd�s9 ra� 5,4,EACHACCID!NT 11 2,000,000 0 RIATION OF OPERATIONS below E.L.DISEASE-EA EMPLOYE S 1,Dry 0*O d d E•L.t31S6ASE_POLICY LIMIT a 3,00'8,000 ESCRIPTION op OPERAT10Ns r LOCATIONS r vEltrcLEB(aooRD sof,AQdltlo:mt Reatarka scnedale.may,oo eBaahop it more apace Ia n+qutredl ROOF OF IN3V}tANCS ONLY. BVidetlae of Coverage. Richa=e LeviA6on CAC014629, Epic Noxeaberg FC05599I., Todd Per1=rtgr MC60002 22. _R17FICATE HOLDER CANCELLATION SHOULD ANY OF THR ABOVE DESCRIBED POLtOIES BE CANCELLED BEFORE THE EXPIRATION DATE TkEREOF, NOTICE INCL SE bt:LIVERED IN _11age of xiol shores ACCORDANCE WITH THE POLICY PROVISIONS. 1050 N.E, tad Avenue ALITHORIZEDREPRESENTA'r1VE -mi. Shore8 FL 33138 �. ®1988-2014 ACORD CORPORATION. All rights reserved. MRID 26(2014/01) The ACORD name and Io9O are registered marks of ACORD + V01/12/2016 12:02 9549773591 PERMITS PAGE 01/021/ ISG - [S`2,01 �.._.� CERTIFICATE OF LIABILITY INSURANCE THIS CER'nRICATE I:S ISSUEp AS A 11111111-9A RANGE "'�� T1l;R OF fNFORMATiOM1J ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICgTE F{p17 12/23 CI;RTJFICATE DOt;S NOT AFFIRMgTIV$LY OR NEGATIyE ' 9ELOW. THIS CERTIFICATE OF INSURANCE DOES DOER NOT CONS END IdR.THIS REPRESENTATIHE OR PRODUCER,AND THE CERTIFICATE CONSTITUTE EXTEND R ALTER THE COVERAGE AFFORDED$Y TWE POLICIES TtTUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORI p tile If the aeRlfleeto holtler is an ADD tiro terms end Condlttons of the 1TiONAL INSURED,tho IrolfoY(Ies)must be endorsed. Potfas certain po' les m re uim an endorsement, q If SU$ROGATION tS WAn/(:D,subloot to certificate hoidorin lieu of such 6ndoraement(s), q PRoOucER stat®meat flrt this certifte� e does not Confer rights to the Lockton Companies 444 W.47th Street,Suite 900 Kansas Oit MO 64112.1906 (816)960.9000 L� Nn; INSURED SERVECE AMERICA ENTERPRISE,INC. Nay ER A r ALLIED Fra rue cnY1BAG 1406740 2765 NVd 63RD COURT and Casual Ins Co c FORT LAUDERDALE=FL 33309 INSURER e' be o 'tor In r ce C0 an 4 $ INSURER c; 4258'7 covgaA s* E THIS IS TO OERTI�Y THAT THE POL CIES QF WS RANNC LISTED BES$y I yE QEEN ISSUED TO THf�INSURED INDICATED, NOTWRM(STAIVDING ANY RIEgUIRF,IyENT,TERIJI OR CONDITION OF ANY CONTRACT OR OTHER DOCUIVIENld CERTIFICATE MAY Bt;ISSUED OR MAY PERTAIN,THE;INSURANCE AFFORDED f3Y TH S1pN UM BRt l:XCLUStoNS AND CONDRiONS OF suCrf POLICIES. LIMITS syOwN N1AY HE BEEN REDUCED BY pglp CEJ �Sp AOS FCR Tr�E POLICY PERIOD I R E FOLICI$8 DESCRIBED liERl`eJN tS SWi1 ECT 70 At ToyE TES IS TYPE OF INSURANCE ADDL S 8 A COMMERCWL GENERAL UA611.ITY P06rCY NUMBER P L Y EFF CLAIMS.pgADE 1�1 N N ACi QI.P03007432576 P L OCCUR 1/I/2016 1/1/2017 EACH OCCURRENCE 4mAR5 o N , I OOO 000 300 000 GEN L AQGREGATE LIN►1TAPPUES PER MED EXP A one 10000 : . POLICY EC a LOC PERSONAL&ADV INJURY 8 1 000 OOO OTHER GENERAL AGGREGATE s 2 QOO OOO B AUTOMociLE LIABILITY P 00 S- O P/OP AGG 0 2 000 000 X ANYpAyUyTTO N N ACPBApD3007432575 1/1/2016 1/1/2017 S AbTOS C ULED C�48 N'D SINCtiLE INTI p BODILY INJURY(P S 1000 OOU IiIREDAUTOS J( �Up�pps p9ml) s J 3�XJ(XxX AUTo6WNED BODILY INJURY R PER (Por eecidrr�g�(3C� DAM ► UMBRELLA LIAs occuR AGE g EXCESS 111 NOT APPLICABLE S 7��XXX7�XX CLAIMS-MADE EACH OCCURRENCE S DED 1M1f KERS COMP TIONS AGGREGATE S XX XXX AND EMPCOYERP.LIA TION $ ANY PROPRIETOR/PAa7NLpIExE Y/N NOT APPLICABLE ER OFprav, WA 4'XCLum? n NIA s TUTF iye�s,�ROy 1e fill{) �I A..4 EACH AQCIDENT $ Ky IDf:3CRIPMOdamN OF OPERATION$Wow 1� GL DIaEAGG.EA EMD6CYEE X�rrk��XX E.L o E-Pau XXXXXXX MGRI V�M done of Cowral Wcha d Lcwt son CAC014E6115A Eric NDrcnlactffadh ACORD g CT•CO 68911.Todd Perlmutter EC00002822. may bb neWheu If Ill apace Is ragm,mry ERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED eQFORII TRE MMIRA71ON DAT$ THEREOF, NCTIOE WILL 82 DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 13818228 AUTHORIZED REPRESENTATIVE MEa of Miami Shores 10050 N.E.2nd Avenue Miami Shores FL 33138 :ORD 25{2014111 01998-2014 ACORD CORPORATION.All rights reserved The ACORD name and logo are registered marks of ACORID Miami Shores Village ) ) 10050 N.E.2nd Avenue NES Miami Shores,FL 33138-0000 }f, Phone: (305)795-2204 _ Expiration: 05/28/2016 Project Address Parcel Number Applicant 9880 NE 9 Avenue 1132060142400 Miami Shores, FL Block: Lot: JENS SCHWARTE Owner Information Address Phone Cell JENS SCHWARTE 9880 NE 9 Avenue (305)987-3741 MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 3,803.00 SERVICE AMERICA ENTERPRISE INC (954)979-1100 Total Sq Feet: 0 Tons:3.5 Available Inspections: Additional Info:AC CHANGE OUT 3.5 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 Invoice# MC-1415-57847 DBPR Fee $2.00 DCA Fee $2 00 11/30/2015 Check#:23298 $ 102.51 $50.00 Education Surcharge $0.80 11/23/2015 Check#:23264 $50.00 $0.00 Permit Fee $133.11 Scanning Fee $9.00 Technology Fee $3.20 Total: $152.51 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 work. OWNERS AFFIDAVIT: I certify that all the foregoing information is awARte at all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-nam, 14�nord�Vie ork stated. o November 30,2015 Authorized Signature:Owner / Applicant / Co tractor / Agent Date Building Department Copy November 30,2015 1 1 Miami Shores Village Building Department NOV 2 3 015 � g p 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 TO INSPECTION LINE PHONE NUMBER:(305)762-4949 (z;>—., FBC 201 y 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: 9880 NE 9 AVE City Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3206-014-2400 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:: 'T OWNER:Name(Fee Simple Titleholder): JENS W SCHWARTE MEGAN N SCHWARTE Phone#: 3 G y J —q " ".2 7 fq 1 Address:9880 NE 9 AVE city. Miami Shores State: FL Zip. 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Service America Enterprises, Inc Phone#: 954-979-1100 x 5673 Address: 2755 NE 63rd Ct city. Ft. Lauderdale State: Florida Zip: 33309 Qualifier Name: RICHARD LEVINSON Phone#: 954-979-1100 State Certification or Registration#: CAC014619 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$3803 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: AC CHANGE OUT lV Specify color of color thru tile: Submittal Fee$ Azsu Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Rev1sed02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with on estimate slue exceeding$2500, the applicant must promise In good faith that a copy of the notice of commencement a struct. n lien law ochure will be delivered to the person whose property is subject to attachment Also,a certified copy of the cord notice o commen ent must be posted at the job site for the first inspection which occurs seven (7) days after the building rm is i ue in the a nce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of A.)O&!!Lf .If ,20 ( S^ ,by day of It ,20 l � by -•h IV S :� �!i%I'I C.who is personally known to R ,G lnr ( P 1 La personally known to me or who has produced ?e nfo--J 44-- 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: ;,;�+Y py' JESSICA DOTSON *. MY COMMISSION t FF 072984 EXPIRES:November 25,2017 sRd Bonded TW Notary Pubrr Underwn1 a Sign: Print,41'43E'e/,ta 641101 Prin Alf P&P& ALBEfi1'0 F.QLJIROS Seal: * *W COMMISSION#EE 8412x6 S I: EXPIRES:October 21,2016 *s*************ss***sasses*es*s*******sass ss*sass* s*** ********s**ess*asses**************************ss APPROVED BY tans x m n Zoning Structural Review Clerk (ReAsedO2/24/2014) sb Mon— BROWARD COUNTY LOCAL BUSINESS'TAX RECEIPT ' 115 S.Andrews Ave., Rm.A-100, Ft. Lauderdale,FL 33301-1895—954-831-4000 { VALID OCTOBER 1,2015 THROUGH SEPTEMBER 3o,2016 DBA: Receipt#:HEATING /AIRCONDITION CONTRAt R Business Name:SERVICE AMERICA ENTERPRISE INC Business Type:(CLASS A A/C CONTR) Owner Name:RICHARD MARC LEVINSON BusinessOpened:04/01/1998 Business Location:2755 NW 63 CT State/County/Cert/Reg:CAC014619 HOLLYWOOD Exemption Code: Business Phone:954-929-6600 Rooms seats Employees Machines Professional 15 For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid i 54.00 0.00 0.00 0.00 0_00 0.00 54.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature.You must meet all County and/or Municipality planning WHEN VALIDATEDand zoning requirements.This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: SERVICE AMERICA ENTERPRISE INC Receipt #01A-14-00008278 2755 NW 63 CT Paid 07/21/2015 54.00 FT LAUDERDALE, FL 33309 i 2015 - 2016 i L4 001427 �s Ita rr I aloe ',w- ut tyy fe b �v �l - , ~` a � 5632,16$ (jBt)SHNE66" anz"*[V�s y{t t'tt fi 5 1 'i �knAt�p-.NO., O JGRYILC; KF11�,LY�[ �1Y1Y � £ AL 4 k {.l1CVG�'`RV Ch,bbur$A Ait J&fib OWNER SEC.TYPE OR BUSINESS soma,iUWERICA ENTERPRISE INC 196 ELECTRICAL CCtM7AAC70R. PAYMENT RECEIVED SY TAX COLLECTOR Wolker(sj 1 fC0002$22 $75.00 07/31/2015 fPPU11-15-008204 This Iacal Business Tex Receipt only NM*ms paylseatol ILa Lucid Business Tax.The Receipt is not a license, pemafta cerlrRcat#on:of qre holdatsqquuaidicatioes l3D dd.b .Holdimmot comply W&any goverdnental ornocgatunuireafaifagi�atorylavva�aad.r�uiremealsvv�ta�ly�theb� g., 'iha f4ECEIPf N0.atibve moat 6e �K"' diapleysd oa all coe�mercial iralides Nli� i)�ode Sea 8a-216. for more inhanation,We • r ® DATE(MM/DD/YYYY) Rn CERTIFICATE OF LIABILITY INSURANCE 1/1/2016 10/21/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). ACT PRODUCER LOCKTON COMPANIES NAAMME: 444 W.47TH STREET,SUITE 900 PHONE IFAXN KANSAS CITY MO 64112-1906 EMAIL (816)960-9000 ADDRESS: INSURERS AFFORDING COVERAGE NAIC 0 INSURER A:Zurich American Insurance Company 16535 INSURED SERVICE AMERICA ENTERPRISE,INC. INSURER 8: 1343425 2755 NW 63RD COURT INSURER C: FORT LAUDERDALE FL 33309 INSURER D: INSURER E: INSURER F COVERAGES 7 CERTIFICATE NUMBER: 11498665 REVISION NUMBER: XXXXXXX THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR L S BR POLICY EFF POLICY EXP LIMITS TYPE OF INSURANCE POLICY NUMBER M/DD MM/DD A x COMMERCIAL GENERAL LIABILITY N N GL06555467-06 10/25/2015 1/1/2016 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE Fx—]OCCUR PREMISES Ea occurrence $ 1,000,00w MED EXP(Any one person) $ 10,000 " PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ S 000 000 POLICY❑jECT F LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ A AUTOMOBILE LwelLm N N BAP6555466-06 10/25/2015 1/1/2016 Ea acc dentslNGLE LIMA $ 1,000,000 x ANY AUTO BODILY INJURY(Per person) $ XXXXXXX ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ XXXXXXX X HIRED AUTOS X AUTOS Per accident $ XXXXXXX UMBRELLA LIAR HOCCUR NOT APPLICABLE EACH OCCURRENCE $ XXXXXXX EXCESS LIAB CLAIMS-MADE AGGREGATE $ XXXXXXX DED I I RETENTION$ $ XXXXXXX WORKERS COMPENSATION NOT APPLICABLE STATUTE ER OTH AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y�N/A E.L.EACH ACCIDENT $ XXXXXXX OFFICERIMEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ XXXXXXX If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ XXXXXXX DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be aftached if more space Is required) Evidence of Coverage.Richard Levinson CAC014619,Eric Nerenberg CFC056891,Todd Perlmutter EC00002822. CERTIFICATE HOLDER CANCELLATION 11498665 e of Miami Shores SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village 2nd Avenue THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 Miami Shores FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTA �ry�l 0 19809014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD r ® DATE(MMIDDNYYY) ACCORD CERTIFICATE OF LIABILITY INSURANCE 12/29,/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in Ilou of such endorsement(s). PRODUCERNTA T NAME: Seitlin, A Marsh&XcLennan Agency LLC Cc PHONE FAX 1000 Corporate Drive (954) 903-1627 AIC. IC N00954) 938-8566 Ste 400 DILDRESS: Fort Lauderdale FL 33334 INSURERS AFFORDING COVERAGE NAIC# INSURER A:PMA Insurance Company 12262 INSURED INSURER B Service America Enterprise, Inc. INSURERC: 2755 NW 63rd Court INSURER D: Ft. Lauderdale FL 33309-1711 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:cert ID 47831 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS ADDL BR POLICY EFF POLICY EXP UNITS TYPE OF INSURANCE POLICY NUMBER IMMIDDIYYYYI (MMIDDNYYY) COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAME TO RENT CLAIMS-MADE F7OCCUR PREMISES Ea occurrence $ MED EXP(Any oneperson) $ PERSONAL&ADV INJURY $ I'OTHER: LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑jE O- LOC PRODUCTS-COMPIOP AGG $ $ AUTOMOBILE LIABILITY COMBINED SINGLE MIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS NO OWNED PROPERTY DAMAGE $ HIRED AUTOS I AUTOS Per accident UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS UAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION A 2014750529909 12/31/201412/31/2015 S STAT TE E AND EMPLOYERS' YIN ANY PROPRIETORIPARTNER/EXECUTIVE NIA E.LEACH ACCIDENT $ 11000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA MPLOYEd$ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY UMIT 1$ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) Evidence of Coverage. Richard Levinson CAC014619, Eric Nerenberg CFC056891, Todd Perlmutter EC00002822. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Miami Shores ACCORDANCE WITH THE POLICY PROVISIONS. 10050 N.E. 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores FL 33138 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD Property Search Application-Miami-Dade County Page 1 of 8 •..yck i d S N '. � ;� �� ws .� � ,. •�., t'�� � ���.�.,Y"���a 1a��.�'. �� Asn Address Owner Name Folio _. ............... _ .......... SEARCH: 9880 ne 9 ave Suite _. _. __ . __......__.................. _._............_" __. ..................... ....... ............. .............___..... .........._......... PROPERTY INFORMATION Folio:11-3206-014-2400 Sub-Division: MIAMI SHORES SEC 2 Property Address 9880 NE 9 AVE Miami Shores,FL 33138-2510 Owner JENS W SCHWARTE MEGAN N SCHWARTE Mailing Address 9880 NE 9 AVENUE MIAMI SHORES, FL 33138 Primary Zone 1100 SGL FAMILY-2301-2500 SO Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 3/3/0 Floors 1 Living Units 1 http://www.miamidade.gov/propertysearch/ 11/23/2015 ENGINEERI � ® B ® PRODUCT Ev A New— Ps , RT ENGIINEERING EXPRES0 'Clip PRODUCT EVALUATION April 14,2015 Application Number: FL#14239.1-R3 C 115 — 1A Ll FLB Project Number: 15-2378 Product Manufacturer. BMP International NOV 2 3 015 Manufacturer Address: 4710 28th Street North i St. Petersburg, FL 33714 Product Name: Slotted Steel Tie-Down Clips, 1"and 2"Models Product Description: Steel Tie-Down Clip System(For Use with Mechanical Units t oof r Gr de) z � o � c o Scope of Evaluation: 0) 01 LU This Product Evaluation Report is being issued in accordance with the requirements o 1.1 or a Department of Community Affairs(Florida Building Commission)Rule Chapter 61G20 5, F .C., or a statewide acceptance per Method 1(d). The product noted above has been tested and valu ted summarized herein to show compliance with the Florida Building Code Fifth Edition (20 l anmi ,fo e purpose intended,at least equivalent to that required by the Code. Re-evaluation of thi duc shat e Q a required following pertinent Florida Building Code modifications or revisions. z Substantiating Data: w a o > " o < • PRODUCT EVALUATION DOCUMENTS ccz D FLB drawing#15-2378 titled"Mechanical Unit Steel Tie-Down Clip:At-Grade and Roof-T p odo m v v Applications", sheets 1-5, prepared by Engineering Express, signed&sealed by Frank L. , is an integral part of this Evaluation Report. • TEST REPORTS Ultimate test loading structural performance has been tested in accordance withASTM=D1,7,61-88 test standards per test report(s)#TEL 01970387A and#TEL 01970387B by Test t �1ta� ,�, oratories, � Inc. • STRUCTURAL ENGINEERING CALCULATIONS Rased Ln ''deer's Seal Valid fol Structural engineering calculations have been prepared which ewes evaluate the product based on comparative and/or rational analysis to qualify the following design criteria: 1. Minimum Allowable Unit Vuidth.. •• >� 2. Maximum Allowable UnitNeight; •.; rank �' .r' 3. Minimum Unit Weight •; ;•; ilJQ 4. Maximum Allowable Unit'Surfdr`d Arta . 'F'E004 ► ,de/+1i�19�4 A +B5 5. Clip Configuration and Anchor Spacing 6. Anchor Capacity for Vawous Substrates... ... ... 7. Maximum allowable roof4-top:heIgh&forvarious i:stallotion wind speeds .. . . • . •. .. No 33%increase in allowable stress hasbeen used lif thedesignbf this product. ... . . . . ... . . 160 SW 12TH AVEP:L!E•.9J*:TP.ERF;EL: �E1JCH, FL 33442 PHONE: 354-3.%4$06110*eA4: 9:ot-954-0443 WWW.ENGEXP.COM ENGINEERING EXPRESS 4/14/2015 BMP International—Steel Tie Down Clips Page 2 of 2 Impact Resistance: Not applicable to this product. Wind Load Resistance This product has been designed to resist wind loads as indicated in the design schedule(s)on the Product Evaluation Document(i.e. engineering drawing). Installation The product listed above shall be installed in strict compliance with the Product Evaluation Document(i.e. engineering drawing),along with all components noted therein. The product components shall be of the material specified in the Product Evaluation Document(i.e. engineering drawing). i Limitations & Conditions of Use: r Use of this product shall be in strict accordance with the Product Evaluation Document(i.e. engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in this products respective anchor schedule. Host structure conditions which are not accounted for in this products respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for use within and outside of the High Velocity Hurricane Zone(HVHZ). .. •.• . . • . . •• .. . . . . %: . ...: .. ... . . . .. . ... . •.• ... ... • .... • 0.0 • .. .. .• . . .... . . 160 SW 12TH AVE16WE #106 QEERgW,.C6BEAC.H, FL 33442 PHONE: 954-3$4-:)66n :"x:;951,4-3:4-0443 �W�•�����rCQM i.�.i RHEEM. SALES COMPANY, INC. °PU61 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS 06,nf0/2015 NAi FORT PERIOTONLYU" }1.000' i APPROVED DESIGN 7-10Vult-175 MPH Z Ng¢m F � 1.250 0.750• CRITERIA: �AFTI' RADENSTAIX7�'IO ONLRE Y a: ✓ uj moi 2915 "� / �s'S O ly z LL a O Z jU' W O DESIGN NOTES: Cm Z s THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND Wg° THE FLORIDA BUILDING CODE FIFTH EDITION(2014)FOR USE WITHIN AND W �+S Gf d O OUTSIDE THE HIGH VELOCITY HURRICANE ZONE.THE DESIGN CRITERIAfa, w m 3 ;.� 51h1.TO C!BUT = O CONSIDERS ASCE 7-10 SECTION 29.4.1 FOR"OTHER STRUCTURES-SOLID N ; SIM.'i0'A�BUT g a m ON OPP.FACE Z ON OPP.FAf.:t- a FREESTANDING WALLS"INSTALLATIONS AT GRADE.ALL DESIGN VARIABLES W 8 A O O ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26&29. ti O C 0.306. 0 10 GENERAL NOTES: TYP. YO I. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN z CONCRETE CONC ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE fy SUPPORTING • SUPPORTING O FIFTH EDITION(2014)&ASCE 7-10.THIS SYSTEM MAY BE USED WITHIN STRUCTURE BY • • • STRUCTURE BY O AND OUTSIDE THE HIGH VELOCITY THIS ZONE,THIS DESIGN IS NOT 1- 40THERS,VP. ••• • •• 0 OTHERS,TYP. CONTROL BC D INTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT Z •••••• 2. NO CABINETRY.- %INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE 0- Z • fW-UNIT 2 MECHANICAL UNIT r— rl.000° DESIGN OF THIS SYSTEM. ::a- •••• eMICHAA N.T.S. 0 • u-RONr ISOMETRIC 1 N.T.S. BACK ISOMETRIC TIE-DOWN 3 TEST REPORTT#0 2DESIGN& 3 1-5 BY AMERICAN TEST LAS OF SOUTH FLORIDA..TION OF THE UNIT CABrNFTRY IS APPROVED THROUGH OU • • 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT(120 LB MINIMUM)OF • SE ISOMETRICS ARE INTENDED FOR BRACKET MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN.ALL W *****a •• •• Dl��CAL PURPOSES ONLY:ALTERNATE RHEEM MIAMI TECH CLIP:14GA(0.07") MECHANICAL SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC.)SHALL BE J ••••• • •• • U D HEREIN MAY VARY IN APPEARANCE ASTM A653 Fu-90 KSI STEEL AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS Q • • (CUTD8)OR 0.080'5052-H32 RESPONSIBILITY OF THE CONTRACTOR. ••••• • (2)-*10INTERNAL POST TECH (CUTDAS),MIAMI S. TAPCONS REFERRED TO HEREIN SHALL BE ITW BUILDEX BRAND,ASTM F593 z • SMS PER TECH KIT#RRCUTDSMK OR 410 STAINLESS STEEL OR EQUIVALENT ONLY,INSTALLED TO 3000 PSI MIN I1J 3 ADJACENT TO • 000•• •pREMENTS.ALL LEI WEX 1 BRACKET,TYP. TiRCUTDASMK SHEET METAL SCREWS USNCRETE-SEE ANCHOR ED TO ASTEN BRACKETSS LE FOR ANCHOR TO MECHANICAL UNITS4;A'i7Ti CONTROL BOX DE(5)PITCHES MINIMUM PAST THE :.so*: • PAN SHALL BE#10(14 MIN THREADS PER INCH)ASIM F593 410 STAINLESS•:•••• •TYP. THREAD PLANE FOSTEEL OR R MEET METALWSCREWS.ALL FASI'ENEERS SHALL HAVE Q131.25° , APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS.� 6. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. •••••• QQ BASE •Q • NIT BASE QQ UNITBASE CLI B P@ AS A MINIMUM,ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4"MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, ANCHOR PERPAN QPAN UNLESS NOTED OTHERWISE. SCHEDULE Q 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROMj(DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. ! • 8. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY e� N m D OTHERS. $$ 3000 REETE B' g £ 'r- 9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND r , OTHERS,TYP. 0 a S SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN W ®g © O�© ODIM.1 £ PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTTFICATION.EXCEPT AS CLI A p EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR &®ARE SIM CONTROL AFFIRMATIONS ARE INTENDED. AND OCCUR ON CLIP OFFSET DIMENSION SHALL_ ``BOX 10.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE By OPP.FACES BE TAKEN FROM THIS SIDE ONLY ----- INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT DATUM FACE FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR TIE-DOWN BRACKETS REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR y USE IN CONIUNCTION WITH THIS DOCUMENT. N.T.S. ELEVATION 4 TIE-DOWN BRACKET LAYOUT n �•� 1 11.WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL k �s 1 N.T.S. PLAN RESPONSIBILITY OF THE INSTALLING CONTRACTOR.CONTRACTOR SHALL WP(NNITFPAWILOP.E ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE 15-2543 ANCHOR SCHEDULE: TIE-DOWN BRACKET OFFSETS: ApFN cmLEmoDELS, PROPOSED T RPROOFINGORLLEAKAN.THIS GEIISSUESWHICHMAYNEER SHALL NOT BE ROCS�ASffiLEFORANY PA LeeEeawmw SUBSTRATE DESCRIPTION DIM.1 4.50MAX OFFSET'FROM DATUM FACE RA1318,RA1324,RA1330, WATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE 31•TALL UNT " RA1338 RA1342,RA1418 INSTALLING CONTRACTOR, 49.�g.x FOOT PRNT o CONCRETE: (1)-1/4"0 STAINLESS STEEL ITW BUILDIX TAPCON, DIM.2 24.50"MIN OFFSET FROM DATUM FACE RA1424 RA1430 RA1618 12.FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE ro (4"THICK MIN, 1-"FULL EMBED TO CONCRETE,2%'MIN.EDGE DIM. MIN OFFSET FROM DATUM FACE RP7418,RP1424,RP7430, Vult WIND SPEEDS USED IN THIS DOCUMENT,SEE SECTION 26.7.3 OF ASCE .3 25. 3000 PSI MIN.) DISTANCE,3"MIN.SPACING TO ANY ADJACENT RP1618,RD1418,RP1824, 7-10. ANCHOR. DIM.4 13°MAX OFFSET FROM DATUM FACE RD1424 TROY Sf%iW RHEEM SALES COMPANY, INC. ,P.F_ WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS 06/f W/2015 VALID PORI PEWffCftYUXjM 1.000" ED APPROVED DESIGN ASCE 7-10 Vult=175 MPH Z b aN m VNO Q(N} U,y� 1.2500750" CRITERIA: AT GRADE I-136 NSTALLATION ONLY W/y®^� J O \33 5 t s>s� sg>S�A O W D-§U.: 3 W='= E O0 DESIGN NOTES: 9 '<�$$$" THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND t m w 0 THE FLORIN BUILDING CODE FIFTH EDITION(2014)FOR USE WITHIN AND W w O d g Gj O O OUTSIDE THE HIGH VELOCITY HURRICANE ZONE.THE DESIGN CRITERIA w^;q' t STM.TO C"BUT = SIM.TO:��BUl CONSIDERS ASCE 7-10 SECTION 29.4.1 FOR"OTHER STRUCTURES-SOLID N K 6I J go 'z m ON OPP.FACE Z m ON CPP.FACE p FREESTANDING WALLS"INSTALLATIONS AT GRADE.ALL DESIGN VARIABLES 0 uJ 8 A O C O O ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26&29. 0 lu g 0.306" O GENERAL NOTES: • YO I. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED N Z CONCRETE CONC TYP ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE ty SUPPORTING • • SUPPORTING O FIFTH EDITION(2014)&ASCE 7-10.THIS SYSTEM MAY BE USED WITHIN SIRUCTURE BY • • STRUCTURE BYO AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE.THIS DESIGN IS NOT umb ••• • B OTHERS,TYP. CONTROL BOX INTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT Z • • • CABINETRY. t( • • • 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE O- •••••• L• 04CHANICAL UNIT �21 MECHANICAL UNIT r X1.000- DESIGN OF THIS SYSTEM. E g 3. DESIGN&CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH 0 • 1 • N.T. • RONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC TIE-DOWN TEST REPORTS0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. V w 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT(199 LB MINIMUM)OF THESE ISOMETRICS ARE INTENDED FOR BRACKET MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN.ALL W (� PER BRAQK!'T FEIlUNITS DI�AM+�TICAL PURPOSES ONLY,ALTERNATE RHEEM iu • TALL.(�•y,#ZO S1,,w•PER • U HEREIN MAY VARY IN APPEARANCE MIAMI TECH CLIP:14GA(0.07") MECHANICAL SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC.)SHALL BE -I �RAOR UNIISIIP TO 39'TALL ASTM A653 FU-90 KSI STEEL AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS a G (CUTDB)OR 0.080.5052-H32 RESPONSIBILITY OF THE CONTRACTOR. In 00 (2)SMS SIlN BF+.OW) •••• INTERNAL POST ALUMINUM(CUTDAS),MIAMI S. TAPCONS REFERRED TO HEREIN SHALL BE II'W BUILDEX BRAND,ASTM F593 z • • • • ADJACENT 7.0 TECH KIT•RRCUTDSMK OR 410 STAINLESS STEEL OR EQUIVALENT ONLY,INSTALLED TO 3000 PSI MIN LIJ RRCUTDASMK CONCRETE.SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS.ALL W •••••• OUVER CONTROL BOX SHEET METAL SCREWS USED TO FASTEN BRACKETS TO MECHANICAL UNITS = z SHALL BE#10(14 MIN THREADS PER INCH)ASTM F593 410 STAINLESS $ •••••• fYP STEEL OR EQUIVALENT ONLY.PROVIDE(5)PITCHES MINIMUM PAST THE • ✓� -', THREAD PLANE FOR SHEET METAL SCREWS.ALL FASTENERS SHALL HAVE • j �0 APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. a QO 135.25" 6. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. ••000* 0 UJIT BASE • U0 • UNIT BASE UNIT BASE Cu B P© AS A MINIMUM,ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4"MIN. � • Q PAN U PACU THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, ANCHOR PER O O UNLESS NOTED OTHERWISE. SCHEDULE 0 7. THE CONTRACT0R IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM B. ELECTRICAL GROUND, TO SENT ELECTROLYSIS. T� 3000 PSI MIN. rv� m PO OTHERS REQUIRED,TO BE DESIGNED&INSTALLED BY CONCRETE BY , t- 9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND TjUTjQ C , OTHERS,TYP. O O a I SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN I PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.EXCEPT AS © O�© O ql A DIM.1 '' EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR ' ®&©ARE SIM _ ,y� CONTROL AFFIRMATIONS ARE INTENDED. AND OCCUR ON CLIP OFFSET DIMENSION SHALL _ /f/ `BOX 10. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE 6 OPP.FACES BE TAKEN FROM PHIS SIDE ONLY - --- INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT DATUM FACE FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR r TIE-DOWN BRACKETS REGIUSE STERED ARCHITECT CTION SH LL PREPARE SITE SPECIFIC DOCUMENTS FOR y 1 N.T.S. ELEVATION 4 TIE-DOWN BRACKET LAYOUT 11. WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL e 1 N.T.S. PLAN RESPONSIBILITY OF THE INSTALLING CONTRACTOR.CONTRACTOR SHALL FR4NTLB9lW pP.E ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS APPLICABLE MODELS: RESTORED AFTER FABRICA17N AND INSTALLATION OF STRUCTURE 15-2543 ANCHOR SCHEDULE: PROPOSED HEREIN.THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY gCALe, N.T.& TIE-DOWN BRACKET OFFSETS: Ra1348,TiA143fi,RA14428, WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS PAa!ftLZ R1PYIotas SUBSTRATE DESCRIPTIONRA1624,RA16368.RA1642% WATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE 3V TAU,WM DIM.1 4.50"MAX OFFSET FROM DATUM FACE RP1336,RP1348,RP1438,RP1442, INSTALLING CONTRACTOR. 33.7rx 7S FOOTPRINT CONCRETE: M-1/4"O STAINLESS STEEL ITW BUILDER TAPCON, DIM.2 28.00"MIN OFFSET FROM DATUM FACE RP1448,RP1530,RD1430,RP1638, 12.FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE oa a (4"THICK MIN, IV4 FULL EMBED TO CONCRETE,2 U/"MIN.EDGE RD1438,RP154Z RD1442. Vuit WIND SPEEDS USED IN THIS DOCUMENT,SEE SECTION 26.7.3 OF ASCE 3000 PSI MIN.) DIM.3 29.00"MIN OFFSET FROM NTUM FACE DISTANCE,3"MIN.SPACING TO ANY AD]ACENT RAAlA1724,RNUA2038, 7-10. ANCHOR. DIM.4 13.00-MAX OFFSET FROM DATUM FACE RARJA2024 RPNP1724,RPAJP1736 R/WA1736,RPAUP2024 s.uISHOP,P.e. a PET6131 R EEM SALES COMPANY, INC. WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS G6/✓'10f2015 VAW FM1 PRMETCWYUx man i X1'000" APPROVED DESIGN ASCE Tao wR=175 MPH f1Zf ON- C 00,0,1.?,\ VNO O�}\ �Nir 0.750" CRITERIA: ATGRADE NSTATIXLAEDfION ONY LL® •mAE 35 5"tAPX 3S,�S M / V35 MPX 3S�s�M�H 1.250,..}���.�....J// W Z LL a 'u,76 w DESIGN NOTES: U i TROY S.BISIWP P7.RHEEM SALES COMPANY, INC. P�6;3 WIND LOAD CERTIFICATION OF MECHANICAL UNIT CABINETRY AND STEEL/ALUMINUM TIE-DOWN CLIPS: AT GRADE MOUNTED APPLICATIONS 06/10%2015 VAI,®Fait PEmor OMLYU.NA uN1T 4 VnD ` uy 1 1.000" rn = 035 s � 35 �" O35`' ag SNGty p D.75D• APPROVED DESIGN ASCE7-IOVult=175 MPH `Z1 oil, it a 1.250 CRITERIA: A GGRADEINSTLTIONONLDY �® a E W ="j u i 00 �i Wm..X ui DESIGN NOTES: W U1` O THIS SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND Ym W DESIGN CRITERIA G7 w 0 THE FLORIDA BUILDING CODE FIFTH EDITION(2014)FOR USE WITHIN AND W HIGH VELOCITY HURRNE ZONE. n �+ CO NSIDERS EASCE 7- 0 SECTION 29.4 1 FOR"OTHER STRUCTURES-SOLID In 0 °f O FREESTANDING WALLS"INSTALLATIONS AT GRADE.ALL DESIGN VARIABLES 0 ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26&29. SIM.TOON ONOPP.SIM.TO ABUT Q � GENERAL NOTES" < ON OPP.FACE ON OPP.FACE � A1.O ~ 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN V ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE Z FIFTH EDITION(2014)&ASCE 7-10.THIS SYSTEM MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE.THIS DESIGN IS NOT CONCRETE O INTENDED TO CERTIFY IMPACT RESISTANCE OF THE MECHANICAL UNIT Z •CONCRET* • SUPPORTING CABINETRY. ¢ QQQ goiWoFf"No STRUCTURE BY 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE 3 STTTIRTTI.IC�TUgRE B7 OTHERS TYP 0.306• DESIGN OF THIS SYSTEM. -"V�P •0•••0 •B CONTROL BOX 0 TYP. O 3. DESIGN&CERTIFICATION OF THE UNIT CABINETRY IS APPROVED THROUGH 0 • TEST REPORT#0323.01-15 BY AMERICAN TEST LAB OF SOUTH FLORIDA. d, ig¢ �. MEC L UNIT t'2"\ MECHANICAL UNIT 4. ALL DIMENSIONS AND THE MINIMUM WEIGHT(255 LB MINIMUM)OF U) m •• 1-11.000' MECHANICAL UNIT SHALL CONFORM TO LIMITATIONS STATED HEREIN.ALL J w e•e e e• el •N.T.S. •• •• FRONT ISOMETRIC 1 N.T.S. BACK ISOMETRIC TIE-DOWN MECHANICAL SPECIFICATIONS(CLEAR SPACE,TONNAGE,ETC.)SHALL BE Q e • AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS *0:00 • e ••e"LE ISOMETRICS ARE INTENDED FOR �-�• RESPONSIBILITY OF THE CONTRACTOR. � • DIAGRAMMATICAL PURPOSES ONLY;ALTERNATE RHEE14 B��KC' S. STRONG BOLT 2 REFERRED TO HEREIN SHALL BE SIMPSON STRONGRE g ••••• •• • WWF!6STED HEREIN MAY VARY IN APPEARANCE MIAMI TECH CLIP:14GA(0.07")ASTM A653 BRAND&WEDGE BOLT+SHALL BE POWERS BRAND,SAE GR.S CARBON Lu • • • Fu=90 KSI STEEL(CUTD10)OR 0.080" STEEL OR EQUIVALENT ONLY,INSTALLED TO 3000 PSI MIN CONCRETE.SEE W • • • (4)-#10 INTERNAL POST 5052-H32 ALUMINUM(CUTDAIO),MIAMI ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS.ALL SHEET METAL :sees: SMS PER AWACENT TO TECH KIT#RRCUTDLK OR RRCUTDALK SCREWS USED TO FASTEN BRACKETS TO MECHANICAL UNITS SHALL BE#10 BRACKET. CONTROL BOX (14 MIN THREADS PER INCH)ASTM F593 410 STAINLESS STEEL OR e e e e e e OUVER �' EQUIVALENT ONLY.PROVIDE(5)PITCHES MINIMUM PAST THE THREAD • �ANEL, \ PLANE FOR SHEET METAL SCREWS.ALL FASTENERS SHALL HAVE - • •TYP• APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. • +37.25" C 6. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. •••••• • CL3 B AS A MINIMUM ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4•MIN. • Q THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, QUIT BASE Q UNIT BASE Q UNIT BASE UNLESS NOTED OTHERWISE. 1t ANCHOR PER PAN PAN PAN 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM E® SCHEDULE DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. Dg N8. ELECTRICAL GROUND,WHEN REQUIRED,TO BE DESIGNED&INSTALLED BY �BB OTHERS. 9. THE ADEQUACY OF ANY EXISTING STRUCTURE TO WITHSTAND 3000 PSI MICONCRETEN. SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN H g TW CLI A DIM.1 ^ PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.EXCEPT AS @q .CONTROL EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR EL AFFIRMATIONS ARE INTENDED. s 6 ®&©ARE SIM CLIP OFFSET DIMENSION SHALL _• _�__DU_X__ 10.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE AND OCCUR ON BE TAKEN FROM THIS SIDE ONLY DATUM FACE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT y OPP.FACES FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR g REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR gpp 3 TIE-DOWN BRACKETS 4 TIE-DOWN BRACKET LAYOUT USE IN CON3UNCTION WITH THIS DOCUMENT. 11.WATER-TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL WPYP79fTPRAT/CLBSIWIDPF. 1 N.T.S. ELEVATION 1 N.T.S. PLAN RESPONSIBILITY OF THE INSTALLING CONTRACTOR.CONTRACTOR SHALL 15-2543 ENSURE THAT ANY REMOVED OR ALTRED WATERPROOFING MEMBRANE IS ANCHOR SCHEDULE: RESTORED AFTERFABRICATION AND INSTALLATION OF STRUCTURE SCALE: N.T.B. TIE-DO V Y I���&�V BRACKET OFFSETS: APPLICABLE moms: PROPOSED HEREIN.THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY PAGE DESCRiPTION3 SUBSTRATE DESCRIPTION RA1642A,RA1848,RA1600,RP1360, WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS sr TALL UNITS DIM.1 4.50"MAX OFFSET FROM DATUM FACE RP1480,RP1648,RD1448,RP1580, WATER-TIGHTNESS SHALL BE THE FULL RESPONSIBILITY OF THE gym•x B5•7•PcOT PRw CONCRETE: (1)-1/4.0 CARSON STEEL SIMPSON STRONG BOLT 2,I%"MIN EMBED TO (4`THICK MIN, �NCRETE.3"MON.EDGE DISTANCE,3•MAL SPACING TO ANY AWACENT ANCHOR. DIM.2 30.00"MIN OFFSET FROM DATUM FACE RD1460,RA(UA1748,RAAJA1760, INSTALLING CONTRACTOR. °F w 3000 PSI MIN.) (I)-1/4"B CARBON STEEL POWERS WEDGE BOLT+,2W MLN EMBED'TO EDNCRETE, DIM.3 31.00"MIN OFFSET FROM DATUM FACE RNUA2048,RAIUA2060,RPA1P1748. 12.FOR AN EXPLANATION OF EXPOSURE CATEGORIES THAT ACCOMPANY THE 9 3"MIN.EDGE DISTANCE,3•MON.SPACING TO ANY ADIACENTANCHOR. RP/UP1760,RPAIP2048,RPA)P2080, Vult WIND SPEEDS USED IN THIS DOCUMENT,SEE SECTION 26.7.3 OF ASCE SUPPORTING CONCRETE SUBSTRATE DEPTH SHALL BE A MINIMUM 1.5xANCHOR EMBED. [DIM.4 13.00"MAX OFFSET FROM DATUM FACE 7-10. EITHER ANCHOR FROM THIS SCHEDULE MAY BE USED FOR IMSTALIATION. Property Search Application-Miami-Dade County Page 1 of 8 s ztg f i o . Address Owner Name Folio SEARCH: 9880 NE 9 AVE Suite Q PROPERTY INFORMATION Folio:11-3206-014-2400 Sub-Division: MIAMI SHORES SEC 2 I Property Address 9880 NE 9 AVE Miami Shores,FL 33138-2510 Owner JENS W SCHWARTE MEGAN N SCHWARTE Mailing Address 9880 NE 9 AVENUE MIAMI SHORES,FL33138 Primary Zone 1100 SGL FAMILY-2301-2500 SO Primary Land Use • • • • • • • • • 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT•• • •�: : : :.: • Beds t Baths/Half 3/3/0 Floors •• • . • Living Units ••• • ••1 • • • http://www.miamidade.gov/propertysearch/ 11/19/2015 Sett;y'srid` This combination qualifies for a Federal Energy Efficiency Tax Credit when placed in service between Feb 17,2009 and Dec 31,2014. Certificate AORk T or"'kinooduct Ratlngs AHRI Certified Reference Number: 7942559 Date: 11/20/2015 Product: Split System:Air-Cooled Condensing Unit, Coil with Blower Outdoor Unit Model Number: RA1642AJ1 Indoor Unit Model Number: RBHP-24 Manufacturer: RHEEM SALES COMPANY, INC. Trade/Brand name: RHEEM; RUUD 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 no a , k Man ufa pc r>wsible for the rating of this systemo f, ;) TEEM SALES COMPANY,INC. Rated lbws in sj4cordance with AHRI Standard 2't Q-� `oY' irtifary Air-Conditloning and Air-Source Heat tt►pp- gittiartdsubjeot to�rerlfibatlon of ratg�uc �by> 1Hfths�onsored, indepsndenf,third party testili— Cooling Capacity(Btuh): 41000 EER Rating (Cooling): 13°04 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 rerats. DISCLAIMER • • •• • • • • • AHRI does not endorse the product(s)listed on this Certificate and mat•s no represeLlona 4Are"nties yr guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all RA1140f8rvltamilles otanyltinE of 'Ing 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*Thts celificate iaitoni*&used fly indiidual,personal and AM confidential reference purposes.The contents of this Certificate mfynot, whble of in port,be"producedreopied;disseminated; entered Into a computer database;or otherwise utilized,in any fqrp�r mrrtner or3W gnytyctans,ex4pt for:Re 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 ver1f1e4jgt wvSw.ahrylirsctgryspA click on Verify Certificate"link we make life better- and enter the AHRI Certified Reference Number and the date on whicw the oertifioetewaas Issuied, • • which is listed above,and the Certificate No.,which Is listed at bottontlght • ••• • 02014 Air-Conditioning, Heating,and RefrigeratION39st utt: #EbNTIFICATE NO.: 130925248479851123 r g 1� - t� *Ft°LA !#> L Omer Ica ]a lAARVE l tYY cltltar MEE fir: d f ? 4 Af 16:!j 4ae- Bldg. Apt: ism, pift D PJ Water Sour lrtC - paceag ;G ttcla er l�catTOri:''' Grc+wr Rauf J Crario Needed —#of 5torios Alr Handler Zdcatibeti Gkte#e"thttic"Cj�1pGat a^ Tltennost�t Type: Replace Circult Breakers Condensate Drain Hook-up., •4iimary Ll*ecoricGarir lgito! 7 Air Handler; r J Now Condensate Pump J Slab ro ramniabie 'J_.. 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