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PLC-17-1775 Permit NO: PLD-7-17-1775 `5No�'vs yQ Miami Shores Village ot Permit Type:Plumbing-Commercial 10050 N.E.2nd Avenue NE Per I Work Classificafion:Addition/Alteration Miami Shores,FL 33138 0000 Permit Status:APPROVED Phone: (305)795-2204 �ORLDA issue Hate.2/23/2018 Expiration: 08/22/2018 Project Address Parcel Number Applicant 9501 NE 2 Avenue 1132060133920 Miami Shores, FL 33138- Block: Lot: DVS LLC Owner Information Address Phone Cell DVS LLC 201 NE 95 Street (305)756-3711 MIAMI FL 33138- 201 NE 95 Street MIAMI FL 33138-Contractor(s) Phone Cell Phone KINGS PLUMBING SERVICE INC Valuation: $ 6,500.00 (305)625-5450 (786)251-9810 -'--� - Total Sq Feet: 0 Type of Work:ABANDONMENT OF 3 SEPTIC TANKS AND C Available Inspections: Type of Piping: Inspection Type: Additional Info: Heater Classification:Commercial Water Service Scanning:3 Final Water Main Lavatory Top Out Re Pipe Main Drain Underground Review Building Review Plumbing Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Plumbing Bond Type-Contractors Bond $500.00 'CCF Invoice# PLC-7-17-64548 $4.20 07/11/2017 Check#:3308 $50.00 $700.83 DBPR Fee $3.38 DCA Fee $2.25 02/23/2018 Check#:3831 $700.83 $0.00 Education Surcharge $1.40 Bond#:3668 Permit Fee $225.00 Scanning Fee $9.00 Technology Fee $5.60 Total: $750.83 l { 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 accurate and that II work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named contractor to do th wo k stated February 23, 2018 Authorized Signature:Owner / Applicant / Contractor / A Date I Building Department Copy February 23, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax:(305)756-8972 Inspection Number: INSP-299934 Permit Number: PLC-7-17-1775 Scheduled Inspection Date:April 09,2018 Permit Type: Plumbing -Commercial Inspector: Hernandez,Rafael Inspection Type: Final Owner: , Work Classification: Addition/Alteration Job Address:9501 NE 2 Avenue Miami Shores,FL 33138- _.. . _ Phone Number (305)756711 Parcel Number 1132060133920 Project: NE 2 AVE SEWER CONNECTION Contractor: _ KINGS PLUMBING SERVICE INC_ Phone:(305)625-5450 Building Department Comments ABANDONMENT OF 3 SEPTIC TANKS AND CONNECT Infractio Passed Comments SEWER LINES TO LIFT STATION AT ALLEY. INSPECTOR COMMENTS False 01/112018 OWNER OF PROPERTY CALLED,PERMIT RUNNER DROPPED OFF PLANS BY MISTAKE,THEY SHOULD HAVE GONE BACK TO MIAMI DAD COUNTY AND GET APPROVAL FROM DERM AND HRS Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-285821 3/1312018 NO READY FOR FINAL BY MIGUEL CABRERA Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 06,2018 For Inspections please call:(305)762-4949 Page 9 of 29 7. PERMIT #: 13-SM-1833419 ' STATE OF FLORIDA APPLICATION #:AP 1335489 •• DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM RECEIPT #: DOCUMENT #: PR1099418 CONSTRUCTION PERMIT FOR: OSTDS Abandonment APPLICANT: (DVS LLC) PROPERTY ADDRESS: 9501 NE 2 Ave Miami, FL 33138 LOT: BLOCK: SUBDIVISION: PROPERTY ID #: 11-3206-013-3890 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ ] GALLONS / GPD CAPACITY A [ ] GALLONS / GPD CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS]' K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ ] SQUARE FEET SYSTEM R [ ] SQUARE FEET SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [ ] MOUND [ ] I CONFIGURATION: [ ] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: I ELEVATION OF PROPOSED SYSTEM SITE [ ] [ / ] [ ABOVE/BELOW]BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ ] [ / ] [ ABOVE/BELOW]BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [ 0.00] INCHES EXCAVATION REQUIRED: [ ] INCHES Have the tank abandoned in accordance with the following procedures:(a)The tank shall be pumped out.(b)The bottom of O the tank shall be opened or ruptured,or the entire tank collapsed so as to prevent the tank from retaining water, and(c)jhe T tank shall be filled with clean sand or other suitable material, and completely covered with soil. Have the sgt,�rr�i� �e A.s*v H by the health department after it has been pumped,ruptured and filled with sand and covered. M� p PPP�MPEp 10Vk0Vk . f{ P I SAN DO E sEp"IiCp SEPR.g0�O D W►TN C� '"'M t1v R {kE D�uMB pNKF�R COQ WOa1� SPECIFICATIONS BY: TITLE: RS " {a�EStOs�(,S101A l3EpARI Oz1F`1 _ SOT NFA��H APPROVED BY: A 1• TITLE: ENGINEERING SPECIALI* �"'�° Dade CHD n DATE ISSUED: 03/26/2018 EXPIRATION DATE: 06/24/2018 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 v 1.1.4 AP1335d89 SE-1 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 850-413-8743. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a'final order. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. QFw_1*QQ_3_8_alA-5� r�AaTDGJ� 171.1 LA_ ::M MIAMVDADE MIAMI-DADE COUNTY MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 11805 SW 26 STREET MIAMI, FL 33175-2474 (786) 315 2000 MISCELLANEOUS RECEIPT 03/26/2018 PROCESS NO: X2018103700 y CD D KINGS PLUMB 950-3 NE 2 AVE. . .......... MIAMI, FL ....... ....... REVIEW FEE All, UNIT FEE TYPE CODE sCR,IPTjON UNI TS DESC AMOUNT . ... ............ -4 500. 00 DOH H007 ABANDONM ,N- 00_.v�k 0005 CoI tio 500. 00 N, '_ 'v 0 AMISCAPL DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES ENZM1142 03/26/2018 ADD MISCELLANEOUS APPLICATION PAGE 1 09 : 08 : 29 MARGALV -r APPLICATION- DATE -03/26/2018 T PROCESS NO.- X2018103700 OTHER DEPT. APPLICATION # OR BLDG DEPT. PERMIT #/ADDRESS : AP1335489-91-92 CONTACT NAME KINGS PLUMB SUB TOTAL $500 .00 ADDRESS 9503 NE 2 AVE. CITY MIAMI STATE FL ZIP PHONE 7862519870 COUNTY AGENCY SALES FEE UNIT USER PAID TYPE CODE UNITS DESC FEE DESCRIPTION ID FEE IND DOH H007 5 EACH ABANDONMENT MARGALV 500 . 00 PF1 = UPDATE PF9 = MOD MISC APL NEXT SCREEN NEXT KEY MISC APPLICATION ACCEPTED. . .ENTER NEXT KEY TO CONTINUE PERMIT #: 13-SC-1 833428 STATE OF FLORIDA APPLICATION #:AP1335493 DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM RECEIPT #: u W DOCUMENT #: PR1099416 CONSTRUCTION PERMIT FOR: OSTDS Abandonment APPLICANT: (DUS LLC) PROPERTY ADDRESS: 201 NE 95 St Miami, FL 33138 LOT: BLOCK: SUBDIVISION: PROPERTY ID #: 11-3206-013-3920 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS 1 OF SECTION 381.0065, F.S. , AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ ] GALLONS / GPD CAPACITY i A [ ] GALLONS / GPD CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ ] SQUARE FEET SYSTEM R [ ] SQUARE FEET SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [ ] MOUND [ ] I CONFIGURATION: [ ] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: I ELEVATION OF PROPOSED SYSTEM SITE [ ] [ / ] [ ABOVE/BELOW]BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ ] [ / ] [ ABOVE/BELOW]BENCHMARK/REFERENCE POINT L D FILL REQUIRED: [ 0.00 ] INCHES EXCAVATION REQUIRED: [ ] INCHES Have the tank abandoned in accordance with the following procedures:(a)The tank shall be pumped out.(b)The bottom of 0 the tank shall be opened or ruptured, or the entire tank collapsed so as to prevent the tank from retaining water, and(c)The T tank shall be filled with clean sand or other suitable material, and completely covered with soil. Have the system inspected H by the health department after it has been pumped, ruptured and filled with sand and covered. ES I? -Tp ABAN��B A sTAT R MUST gE cOM�RACTOR PENED O SPECIFICATIONS BY: TITLE: alG� T=EPD1.�]MBER.BO O NAT�jLE Oft MUST EO NK F►AEU p,%D Vr- APPROVED BY: TITLE: ENGINEERING SPECT RT 15UtYe�tptE(ION �Npg�iT�E M1 � DATE ISSUED: 03/26/2018 ermont 4E E q&U16Q><k AkA�T 06/24/2018 MtAt` DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 v 1.1.4 AP1335493 SE-1 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an a administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 850-413-8743. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a'final order'. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. PERMIT #: 13-SM-1833434 STATE OF FLORIDA APPLICATION #:AP1335498 ' DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM •� RECEIPT #: "1k DOCUMENT #:PR1099416 CONSTRUCTION PERMIT FOR: OSTDS Abandonment APPLICANT: (DVS LLC) PROPERTY ADDRESS: 209 NE 95 St Miami, FL 33138 LOT: BLOCK: SUBDIVISION: PROPERTY ID #: 11-3206-013-3920 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S. , AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ ] GALLONS / GPD CAPACITY A [ ] GALLONS / GPD CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS :#Pumps [ ) D [ ] SQUARE FEET SYSTEM R [ ] SQUARE FEET SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [ J MOUND [ ] I CONFIGURATION: [ ] TRENCH [ ] BED [ ] N F LOCATION OF BENCHMARK: I ELEVATION OF PROPOSED SYSTEM SITE [ ] [ / ] [ ABOVE/BELOW]BENCHMARK/REFERENCE POINT E E BOTTOM OF DRAINFIELD TO BE [ ) [ / ] [ABOVE/BELOW]BENCHMARK/REFERENCE POINT L f D FILL REQUIRED: [ 0.00 ] INCHES EXCAVATION REQUIRED: [ ] INCHES Have the tank abandoned in accordance with the following procedures:(a)The tank shall be pumped out.(b)The bottom of O the tank shall be opened or ruptured,or the entire tank collapsed so as to prevent the tank from retaining ater, 4-The T tank shall be filled with clean sand or other suitable material,and completely covered with soil. Hav eh r06$d H by the health department after it has been pumped, ruptured and filled with sand and covered.��Ps " � N �gyp. ��i M 0 E �1�'" �� GON�F�PG (0 P R Q N��" SPECIFICATIONS BY: FiO��P` N py� APPROVED BY: TITLE: ENGINEERI1G � n N Dade CHD &Eu— DATE ISSUED: 03/26/2018 GG0\.D" EXPIRATION DATE: 06/24/2018 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 1 of 3 v 1.1.4 AP1335498 SE-1 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency Clerk's facsimile number is 850-413-8743. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a'final order'. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. 1 ' Miami Shores Village RECEIVED L 11 017 r Building Department By 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 N0.'I L __L_ PERMIT APPLICATION Sub Permit No. F-IBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL OLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: City: Miami Shores /�� County: Miami Dade Zip: Folio/Parcel#: )��J�O ok3'3Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: 4 OWNER: Name(Fee Simple Titleholder): WS LI-C Phone#: Address: AyC'.nX, City: N1.loxy 1 Stn Cxe S State: -f L_ Zip:13 Tenant/Lessee Name: C Phonne#: Email: A �d>e -^9(A(o— -':+0P----qZ_._45. CONTRACTOR:Company Name: f � / G • Phone# 05-5-713 Address: 1�4bS d )�W .(Ll_ g City: 0XV\ State: Zip: X10 0 Qualifier Name: yl-f rlm g ``�� s ii /� Phone#:(( )(o �_� State Certification or Registration#: OR 2�`7�0�1 -(. Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ (A'W. oo Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ NewRepair/Replace ❑ Demolition Description of Work: ft0_,n�nkan± r) Medic, +0-nJ::�S .awj Cora 01 Scvgc� .fes ''�.1� (+•ii�fA.'.;�t'D;).J`.1^?3`�}�f{/}.il.l.Jr..- --.rnq., � I Specify color of color,tliru tile: rr.un'.4;.Z*15.on Submittal Fee$ " ' Permit Fee CCF Scanning Fee$ Radon Fee$ 2' ZJ DBPR$ ' 38 Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ TT Structural Reviews$ Bond$ SC o- W �. TOTAL FEE NOW DUE$ (Revised02/24/2014) r, Bonding Company's Name(if applicable) e / Bonding Company's Address;•-F( f City State Zip 1 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 OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this I o day of 20 Z7J by ��day of (��l/ ,20 by �✓2 ( CI (1<'c YTt i�P ,who is personally known to AniUeJL ��L{� who is=rsonally known 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: r Sign: yoA ' g I Print: Print: LIA26" ELIZABETM ELORRIAGA Seal: %.I ,;• MY COMUAISSION*FF9S3536 Seal: �u1S BARIAS EXPIRES January 2S.20T0 My COMMISSION# � � �toif n o ss F sernce mgr F PiR�S,W° 17 APPROVED BY 1 Plans Examiner Zoning 2�j` ��' Structural Review Clerk (Revised02/24/2014) _1 Property Search Application - Miami-Dade County Page 1 of 1 0 &E Aft I;= 'no n FFICP uf THE PROPERTY APPRAISER ` r Summary Report Generated On:7/11/2017 Property Information f. ^ d . - '- t m Folio: X11-3206-01 3-392 ► SK0 , h 9501 NE 2 AVE Property Address: s o '( + MIAMI SHORES,FL 33138-2704 Owner DVS LLCM t�f � Mailing Address 201 NE 95 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 6400 COMMERCIAL-CENTRAL ' t 1229 MIXED USE- Primary Land Use STORE/RESIDENTIAL:MIXED USE -�.. ' --- � & - -COMMERCIAL Beds/Baths/Half 0/0/0 � b 2. Floors 1 r Living Units 0 Actual Area 25,475 Sq.Ft 6;Ae af n }� Living Area 25,475 Sq.Ft Adjusted Area 24,806 Sq.Ft Taxable Value Information Lot Size 40,200 Sq.Ft 2017 2016 2015 Year Built 1949 County Exemption Value $0 $0 $0 Assessment Information Taxable Value 1 $2,754,599 $2,504,181 $2,131,801 Year 2017 2016 2015 School Board Land Value $959,400 $959,400 $798,600 Exemption Value $0 $0 $0 Building Value $2,080,600 $2,080,600 $1,684,559 Taxable Value $3,040,000 $3,040,000 $2,483,159 XF Value $0 $0 $0 City Market Value $3,040,000 $3,040,000 $2,483,159 Exemption Value $0 $0 $0 Assessed Value $2,754,599 $2,504,181 $2,131,801 Taxable Value $2,754,599 $2,504,181 $2,131,801 Regional F Benefits Information Exemption Value $0 $0 $0 Benefit Type 2017 2016 2015 Taxable Value $2,754,599 $2,504,181 $2,131,801 Non-Homestead Assessment Cap Reduction $285,401 $535,819 $351,358 Sales Information Note:Not all benefits are applicable to all Taxable Values(i.e.County, Previous price OR Book- Qualification Description School Board,City, Regional). Sale Page 12/23/2010 $1,600,000 27542-4900 Qual on DOS,multi-parcel sale Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 08/06/2010 $100 27394-3799 Corrective,tax or QCD;min consideration LOTS 12 TO 17 INC BLK 29 LOT SIZE 40200 SQUARE FEET 07/01/2004 $3,900,000 22525-4024 Other disqualified COC 22525-4024 07 2004 6 12/01/1971 $400,000 00000-00000 Sales which are qualified 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: i l http://www.miamidade.gov/propertysearch/ 7/11/2017 Detail by Entity Name Page 1 of 2 FEoriUa Department of State Div�aioN of CORPQ AT ONS XN` Oi; Department of State / Division of Corporations / Search Records / Detail By Document Number/ Detail by Entity Name Florida Limited Liability Company DVS, LLC Filing Information Document Number L10000129579 { FEI/EIN Number 80-0670481 Date Filed 12/20/2010 Effective Date 12/17/2010 k. State FL Status ACTIVE Principal Address 201 N.E. 95th Street MIAMI SHORES, FL 33138 Changed:04/14/2013 Mailing Address 201 N.E. 95th Street MIAMI SHORES, FL 33138 Changed: 04/14/2013 Registered Aqent Name&Address CACCAMISE,THERESA 201 N.E. 95th Street t MIAMI SHORES, FL 33138 Name Changed: 04/14/2013 . t Address Changed: 04/14/2013 Authorized Person(s)Detail Name&Address Title Authorized Member, Manager CACCAMISE,THERESA 201 N.E. 95th Street MIAMI SHORES, FL 33138 Title Authorized Member, Manager htt //search.sunbiz.or /In ui /Co orationSearch/SearchResultDetail?in ui t e=Enti 17/11/2017 P� g q rY � q �' YP — ty... Detail by Entity Name Page 2 of 2 CACCAMISE, RICHARD 201 N.E. 95th Street MIAMI SHORES, FL 33138 Annual Reports Report Year Filed Date 2015 03/12/2015 2016 04/25/2016 2017 03/26/2017 Document Images 03/26/2017--.ANNUAL REPORIView image in PDF format 04!25/2016...._._ANNUAL,REF�nRT View image in PDF format 03/12/2015--ANNUAL REPORT View image in PDF format 0111 3/2014--ANNUAL.REPORT View image in PDF format 04.,114/2013--ANNUAL REPORT r View image in PDF frrmat 03/20/2012--.ANNUAL RLPORT View image in PDF format 4li512011_...._,_ANNUA _FtEFnRT View image in PDF format 1 12/20/2010--Florida Limited Liability View image in PDF format Flt,rid 4nGat in%ent of State..,c. c cor. .,ons 1 I http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 7/11/2017 Miami-Dade County Bruilding Department ".Z l �ouw� Page 1 of 1 e-Permitting .- Search: - MIAMI QAQE ResidentI , . Disapproval Remarks Process Number: M2018002508 Review Type: WASA WATER&SEWER DEP Disapproval Remarks --ENTERED 01/29/2018 FASTRAK DRAWINGS AND ATTACH THEM TO THE-TWO SETS'OF PLANS NEXT TO DRAWINGS CORRECTED BY THE PLANS EXAMINER„WHICH SHALL BE— __j VOIDED BUT KEPT IN THE SET OF DRAWINGS FOR CROSS REFERENCE. THE APPLICANT OR HIS REPRESENTATIVE MAY SCHEDULE AN APPOINTMENT ” WITH THE PLAIN REVIEWER OR THE SUPERVISOR AND BRING THE APPROVED__j C AS NOTED DRAWINGS WITH THE NEW SIGNED AND SEALED COPIES OF THE CORRECTED'DRAWINGS FOR VERIFICATION OF.THE CORRECTIONS. UP_ON__j CONFIRMATION,THAT ALL CORRECTIONS MARKED BY-THE PLANS EXAMINER t .WERE MADE, THE PLANS EXAMINER OR HIS/HER SUPERVISOR WILL CHANGE THE DISPOSITION TO"APPROVE". Previous Page Next Page Page: 2 REVIEW DISAPPROVAL INQUIRY SUCCESSFUL(MORE ENTRIES) BLDG Home Page I BLDG Main Menu I BLDG Permit Menu I BLDG Pfans Processing Menu I Inspection Types I Address Format . Home I About I Phone 6tory I Privacy I Disclaimer E-mail your comments,questions and suggestions to Webmaster This page was last edited on: February 23,2004 Web Site©2004 Miami-Dade County. All rights reserved. http://egvsys.co.miami-dade.fl.us:1608/WWW SERV/ggvt/BNZA W974.DIA?KEY=M201... 1/29/2018 ent of Regulatory and Economic Resources Miami-Dade County Plan Review Summary Process Number: M2018002508 FINAL CORE REVIEW DATE: 11/22/2017 OVERALL STATUS: Overall Disapproval PROJECT DETAILS: CONTACT DETAILS: FOLIO: 11-3206-013-3910 NAME: ROSE JEREZ ADDRESS: 9501 NE 2 AVE, , FL EMAIL: PERMIT TYPE DESC.: SEWER CONNECTION PHONE#: 7867097275 DISAPPROVAL CODES: Disapproval Code 01: 0210-Submitted plans are incomplete. Disapproval Code 03: 0231 -Water&•Sewer verification form is required from the Water&Sewer Utility Company serving the property. (Also referred to as Plumbing Section Form). TASK REVIEWED BY STATUS DATE STATUS Initial Core Review Maria Tur 01/12/2018 Reviewed Comments: Plans submitted for sewer connection only. Plans show existing grease trap. 2017-SEW-EXT-00226 issued to CONNECT 26 PRIVATE GRINDER STATIONS TO EXISTING LOW PRESSURE FORCE MAIN (DERM PERMIT NO.(2015-SEW-EXT-00245 completed)(FDEP PERMIT NO. 253651-508-DWC) (WASD DS 2015-578). Folio#11-3206-013-3910/5,116 Sq.Ft. Covenant under name-SHORE VILLAGES LLC,AVIV HOLDINGS LLC, LIELLE HOLDINGS LLC . Folio#11-3206-013-3920 25,475 Sq.Ft. Covenant under name SHORE VILLAGES LLC,AVIV HOLDINGS LLC, LIELLE HOLDINGS LLC_CFN 2009R745499. 1712-18 Per Water and Wastewater Section email: 9537-9545 NE 2nd Ave (11-3206-013-3910)-PS 99-1359A for 1,086 SF restaurant full service(100/100), 932 SF retail (10/100)and 3,098 SF office(5/100). i 9501-9505 NE 2nd Ave (11-3206-013-3920)-PS 99-1358A for 3,000 SF gym (10/100)and 21,807 SF mix-use retail (10/100). Estoppel no required for Sew. Ext./PS per Frank Lezcano GREASE Review Nadia Ramnanan 01/17/2018 Disapproved Comments: RFI#2-Miami Shores-connecting from septic to sanitary sewer system. Condition Assessment Report shows one 1,080-gal IGT. Grease Review disapproved- For 210: Address pending comments dated 11/21/17: 1)Per FBC-Plumbing 2014 section 1003.3.1, all plumbing fixtures (all sinks, mop sinks, floor drains,floor sinks, dishwashers, etc.)with potential to discharge grease-laden waste located in food and beverage preparation areas f must be routed through a grease interceptor(GI). 2) Provide a plumbing floor plan, and isometric. The isometric shall provide the complete Grease Waste system AND Sanitary system, showing properly labeled existing and new GW and SAN lines and include pipe size, slope, DFUs. - It shall clearly show ALL fixtures connected to the Grease Interceptor(GI), and show point of connection.from GI to the"sanitary sewer line. Additional comments may follow according with information submitted. Should you have any questions, contact this Reviewer at RAMNA@miamidade.gov.-- . Final Core Review Maria Tur 11/22/2017 Overall Disapproval Comments: -For 0214 Allocation letter cannot be issued at this time. 2017-SEW-EXT-00226 must be certified prior to allocation letter being issued. Contact Water and Wastewater Section at 701 NW 2nd Ct 7th floor phone#305-372- 6600 regarding PSO and Sewer Extension. Theresa Caccamise From: Ramnanan, Nadia (RER) <Nadia.Ramnanan@miamidade.gov> Sent: Friday,January 26, 2018 3:32 PM To: Ramzi Yehia Cc: 'Theresa Caccamise' Subject: RE: Sewer Connection- Grease Interceptor Any time Ramzi,the calculations on the revised sheet looks good. ; Nadia'Ramnanan,,Engineer I . Miami-Dade County Department of Regulatory and Economic Resources (RER) Division of Environmental Resources Management C-701 NW 1st Court. 7th Floor. Miami, Florida, 33136, Overtown Transit Village Tel (305) 372-6603 http://www.miamidade.gov/environment "Delivering Excellence Every Day" Please consider the environment before printing this email. Miami-Dade County is a public entity subject to Chapter 119 of the Florida Statues concerning public records. Email messages are covered under such laws and thus subject to disclosure. From: Ramzi Yehia [mailto:ryehia@myacc.net] Sent: Friday,January 26, 2018 3:25 PM To: Ramnanan, Nadia (RER)<Nadia.Ramnanan@miamidade.gov> Cc: 'Theresa Caccamise'<theresa@preferred homemortgage.com> Subject: RE:Sewer Connection-Grease Interceptor Ms Nadia, Thanks a lot for your call and conversation. I am attached a revised sheet that has the new capacity calculations. Please let, me know if you have any feedback or concern. a In the mean time I will prepare a hard copy and provide for Ms Caccamise in order to include with the package at the city. Thanks again, Ramzi Yehia PE, CGC, PhD Yahya Consultants,Inc. 5516 NW 58th Ave `. } Coral Springs FL, 33067 954-263-9318 This e-mail and any files transmitted with it are the property of Yahya Consultants,Inc.and/or its affiliates,are confidential,and are intended solely for the use of the individual and/or entity to whom this e-mail is addressed.If you are not one of the named recipients,or otherwise have reason to believe that you have received this in error,please notify the sender and delete this message immediately from your computer.Any other use,retention, dissemination,forwarding,printing,or copying of this e-mail or its attachments is strictly prohibited. 1 i Inspection Worksheet Miami Shores Village , 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-299160 Permit Number: PLC-7-17-1775 Scheduled Inspection Date: March 13,2018 Permit Type: Plumbing- Commercial Inspector: Hernandez, Rafael Inspection Type: Rough Owner: _ Work Classification: Addition/Alteration Job Address:9501 NE 2 Avenue Miami Shores, FL 33138- Phone Number (305)756-3711 Parcel Number 1132060133920 Project: NE 2 AVE SEWER CONNECTION Contractor: KINGS PLUMBING SERVICE INC Phone:(305)625-5450 Building Department Comments ABANDONMENT OF 3 SEPTIC TANKS AND CONINNSPECNECT ISPEC Passed Comments SEWER LINES TO LIFT STATION AT ALLEY. TOR COMMENTS False 01/1 112018 OWNER OF PROPERTY CALLED PERMIT RUNNER DROPPED OFF PLANS BY MISTAKE, THEY SHOULD HAVE GONE BACK TO MIAMI DAD COUNTY AND GET APPROVAL FROM DERM AND HRS y Inspector Comments Passed ( ( / i CREATED AS REINSPECTION FOR INSP-298497.. Failed VX �6 Correction Needed ❑ � � Q -� S,e Re-inspection ❑ Fee k No Additional Inspections can be scheduled until n:-inspection fee is paid I a March 12,2018 For Inspections please call: (305)762-4949 page 44 of 44 f { L ' STATE OF FLORIDA PERMIT No. F� DEPARTMENT OF HEALTH DATE PAID: ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM RECEIPT #: APPLICATION FOR CONSTRUCTION PERMIT j j APPLICATION FOR: [ ] [ J Innovative New System Existing System Holding Tank �1/Abandonment 7 Temporary Repair i i ^ � APPLICANT: / - - li j , �� rN 17 N TELEPHONE: S� C 7 :f Y/� I AGENT: /N£, S t� ....MAILING-ADDRESS:. I[ �S� W lei /C 7 1�0 3i TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED I; BY A PERSON LICENSED PURSUANT TO 489.105(3) (m) OR 489.552, FLORIDA STATUTES. IT IS TAE I; APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR 1 PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY-GRANDFATHER-PROVISIONS --- i; PROPERTY INFORMATION _ �1 .�,/ LOT: Q, - BLOCK. SUBDIVISION% Leat tc �1e J }�G �` PLATTED: L `� PROPEDTX LID #: `t -✓Zvi 13' JCZ ZONING: C I/M OR EQUIVALENT: ( Y PROPERTY SIZE: ACRES WATER SUPPLY: [ 1 PRIVATE PUBLIC [ ]<=2000GPD [ 1>2000GPD ! I IS SEWER AVAIILABLE AS PER 381.0065, FS? I r�/ N l DISTANCE TO SEWER: / 0 Fm � . PROPERTY ADDRESS: DIRECTIONS TO PROPERTY: 'i. BUILDING INFORMATION [ ] RESIDENTIAL [ COMMERCIAL UnitTYp e of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1 Chapter 64E-6 FAC 2 3 j 4 [ ] Floor/Equip n Drains ] Other (Specify) SIGNATURE: Aonl' . �,P./i DATE: 2 DH 4015, 08/09 (Obsoletes previous editions which may not be used) page 1 of 4 Incorporated 64E-6.001, FAC Florida Department of Health IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIII) OTI a,,;r in Dade County 13-BID-3546838 ... . HEALTH Notification of Fees Due '> Permit Number Fee Amount: $300.00 64? 1'3-QC-1717667 Unpaid Amount: $0.00 For: OSTDS - Operating - Industrial or Manufacturing t�=Total Amount D_ue: 360.00. l—� --- _otice: This bill is for the renewal of your Annual Operating Permit. Payment Due Date: 09/30/2017_or_Upon-Receipt S due and.payable in full upon receipt and payment must be �-- � received by the local office by the due date(09/30/2017). Le0 � Mail To: DVS LLC 201 NE 95 Street e } Ccl-n Miami, FL 33138 Please verify all information below at www.mvfloridaehpermit.com and make chances as necessary. Please contact the DOH-Dade County if there are any changes in tensa V ACC OW1t Information: ...; Name: DVS LLCI Please Complete:Tl iq Sectiewfind Return Lontion: 9501 NE2Avenue �- CI r' S your aymenY- • Miami,FL 3313 •••••• eeee:e her Owner Information: t � S. �`+ �Y' 1 '��Sal e+` � 1 e been any changes In the prodlarty own¢r;rl& DVS LLC ��( ��- (- VJ'� �'lu.if type of business, or oca.ipafity inforrgAfI t;ince your last Name: 95 Street J application filed with the F ASfii-Dade(!d&?ty Health• Address: DV L •• (Mailing) Miami,FL 33138 �'b� S ( (ate 11J Department? •.�..� : *s 00:00* �� ee ee •eee ee�ee_e : Home Phone:(786)290-8815 C `r P o j� (If ` i�c fie: YES` ;•• NO .• ••• • : .. • . •. Please{-go online to pay fee at: If yes, please complete.and sign foraTM4081 pgti1 and pg.2.This form may be dQOnlbaded frpp; •••• W.�A/1i, AyFloridaEHPerm it.CotYl .0 �Q (� ,a j�: http://www.doh.state.fl.us/Environm,-VQstds/pdfiil;s/forms/d h4081.pdf Permit Number: 13-OC-1717667 BiIIAD: 13-BID-3546838 Billing Questions call Dade County Health Department at:(305)623-3500 E-mail address: i If,you do not pay online,make checks payable to and mail invoice WITH payment to: Florida Department of Health in Dade County 11805 SW 26,,Street Miami, FM U/1,[�v G,4 `,.0 0agC 4LK cdy lC4--tignature Date [If paying by mail please detach this portion sign and RETURN with your payment] Batch Billing ID:14947 t! PERMITHOLDERS CAN NOW EKE 0 nwo 0 C: 00 1 M_ _ [rD 3 I"/'- t The Florida Department of Health now offers a secure system for permit holders to pay invoices and print permits online! + �" A No sign-up cost.g b, 9 p g payment. online is faster than mailing a check or a Save time.Pa in a bill onl —�" hand deliverin a ment. • • t N. �j O Our safe and secure system will keep your information protected. I 0 Pay at your convenience.With our online system,you can pay with your credit card or a-check and don't have to worry about I envelopes or stamps. I - Pay this invoice online at www.myfloridaehpermit.c �- - HEALTH , � -', ---=--- -- ........... -- —--- r STATE OF FLORIDA PERMIT NO. DEPARTMENT OF HEALTH DATE PAID: 4 ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: SYSTEM RECEIPT #: APPLICATION FOR CONSTRUCTION PERMIT APPLICATION FOR: [ ] New System [ ] Existing System [ ] Holding Tank [ ] Innovative [ ) Repair [ ] Abandonment [ ] Temporary [ ] APPLICANT: lLL-c— AGENT: \`nC�� 'V��•� \ Ss �V� c,.. TELEPHONE: MAILING ADDRESS: TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED BY A PERSON LICENSED PURSUANT TO 489.105(3) (m) OR 489.552, FLORIDA STATUTES. IT IS THE APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOTJWAS CREAT10*69. PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER MOV16SIONS. 0000:• PROPERTY INFORMATION 0000••• 0 000000 0 • �Q I, 1 000 LOT: IZ BLOCK: L/I SUBDIVISIONtALC-rliLYe-S G I �• PLPWTED:.1 L� 0000••• • 0000 to �'�� 2 ..•.. PROPERTY ID #: �� rJZV� U(�' 3�i2C ZONING: I/M OR EQL�gVALNT: t•Y•`� ••••• lk -3z CRO- 0 I-t>- _D9(0 ...00 .•. PROPERTY SIZE: ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC [ ]<=2000GP`D [ :]>.7jg0GPD••660• • 0% • • . IS SEWER AVAILABLE AS .PER 381.0065, FS? [ Y / N ] DISTANCE Tb'SEWER: .0000_ FT:000•- PROPERTY ADDRESS: N ZIJ� e ►" �V Cain-a'l l U '�-��1 C��Z3 DIRECTIONS TO PROPERTY: BUILDING INFORMATION [ ] RESIDENTIAL COMMERCIAL Unit Type of No. of Building Commercial/Institutional System Design No Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC oe�qz 2 3 4 [ ] Floor/Equipment Drains [ ] Other (Specify) SIGNATURE: DATE: DH 4015, 08/09 (Obsoletes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 1 of 4 APPLICANT: Property owner's full name. AGENT: Property owner's legally authorized representative. TELEPHONE: Telephone number for applicant or agent. MAILING ADDRESS: P.O. box or street, city,state and zip code mailing address for applicant or agent. LOT, BLOCK, Lot, block, and subdivision for lot(recorded or unrecorded subdivision). If lot is not in a SUBDIVISION: recorded subdivision,a copy of the lot legal description or deed must be attached. DATE OF SUBDIVISION: Official date of subdivision recorded in county plat books (month/day/year)or date lot originally recorded. Dividing an approved lot into two or more parcels for the purpose of conveying ownership shall be considered a subdivision of the lot. PROPERTY ID#: 27 character number for property. CHD may require property appraiser ID#or section/township/rangelparcel number. ZONING: Specify zoning and whether or not property is in I/M zoning or equivalent usage. PROPERTY SIZE: Net usable area of property in acres (square footage divided by 43,560 square feet) exclusive of all paved areas and prepared road beds within public rights-of way or easements and exclusive of streams, lakes, normally wet drainage ditches, marshes, or other such bodies of water. Contiguous unpaved and non-compacted road riihts-of-way and easements with no subsurface obstructions may be includgd in�alculatimgl8farea. WATER SUPPLY: Check private or public—2000 gallons per day or public>209Qaa.lions pe:61,14. •• SEWER AVAILABILITY: Is sewer available as per 381.0065, Florida Statutes, and distar1c oto sewer in flet. •• • PROPERTY ADDRESS: Street address for property. For lots without an assigned street address, ind?M"street ..... or road and locale in county- . . ; ••• .....' DIRECTIONS: Provide detailed instructions to lot or attach an area map showing.lbtlocation. .' BUILDING INFORMATION: Check residential or commercial. : • TYPE ESTABLISHMENT: List type of establishment from Table II, Chapter 64E-6, FAC. Maniples: �Sitxl�a family,;••••t single wide mobile home, restaurant, doctor's office. •• • NO. BEDROOMS: Count all rooms designed primarily for sleeping and those areas expected to routinely provide sleeping accommodations for occupants. BUILDING AREA: Total square footage of enclosed habitable area of dwelling unit, excluding garage, carport, exterior storage shed,or open or fully screened patios or decks. Based on outside measurements for each story of structure. BUSINESS ACTIVITY: For commercial/institutional applications only. List number of employees, shifts, and hours of operation, or other information required by Table II, Chapter 64E-6, FAC. FIXTURES: Mark Floor/Equipment Drains or Others and specify item or"NA"if not applicable. SIGNATURE/DATE: Signature of applicant or agent. Date application submitted to the CHD with appropriate fees and attachments. ATTACHMENTS: A site plan drawn to scale, showing boundaries with dimensions, locations of residences or buildings, swimming pools, recorded easements,onsite sewage disposal system components and location, slope of property, any existing or proposed wells, drainage features,filled areas, obstructed areas, and surface water. Location of wells, onsite sewage disposal systems, surface waters,and other pertinent facilities or features on adjacent property, if the features are with 75 feet of the applicant lot. Location of any public well within 200 feet of lot. For residences, a floor plan (residences) showing number of bedrooms and building area of each unit. For nonresidential establishments, a floor plan showing the square footage of the establishment,all plumbing drains and fixture types, and other features necessary to determine composition and quantity of wastewater. STATE OF FLORIDA DEPARTMENT OF HEALTH r APPLICATION FOR CONSTRUCTION PERMIT Permit Application Number ------- -------------------- PART II -SITEPLAN ------------------------- -- Scale: Each block re resents 10 feet and 1 inch =40 feet. F .. •• •• .... 00004 90 o 09 . . Notes: Site Plan submitted by: Plan Approved Not Approved Date By County Health Department ALL CHANGES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT DH 4015,08109(Obsoletes previous editions which may not be used) Incorporated: 64E-6.001,FAC Page 2 of 4 (Stock Number: 5744-002-4015-6) g_ ALLOCATION APPLICATION . f 6, 0.00 . . . 0000. 0000.. 0000.. • .. ... 0000.. . ,0000, 000000 ;• ..: 0000 00000000 . 0000.. . .. • . . . . . 0000. 0000 0000 -060 .9 .. .• :00:9:. • 0000.• •.. •• • . • • • • • 0 PRIVATE SANITARY SEWER OPERATING C. (PSO) PERMIT APPLICATION AND SAMPLE PERMIT ..... .... ....: i 1 PRIVATE SANITARY SEWERS OPERATING (PSO) PERMIT PROGRAM Permit Cycle 2015-2016 New Permit Application MIAMI•DADE RER -Miami-Dade County 701 NW In Court. Floor 7 Miami,Florida 33136-3912 Phone:(305)372-6600 Fax(305)372-6944 HOW TO SUBMIT THE ELAPSED TIME (ET) READINGS PSO- Class: 1. The Miami-Dade County Code and the Specific Condition No. 2 of the PSO Permit require the submittal of the ET Readings. RER will initiate Enforcement actions if you fail to submit the ET Readings. 2. The Elapsed Time (ET) Readings for the 2013-2014 PSO Permit Cycle MUST be submitted utilizing an ET WEB Filing Application. 3. The Elapsed Time(ET)readings must be submitted to RER-Division of Environmental Resources Management(DERM)by the 7`h day of the following month.The application runs from the following WEB address: littps://www.iniamidade.gov/rer/pso_psu_et_filings/ 4. If you need help providing the ET readings,please contact the PSO Program at(786)372-6600. PERMITTEE INFORMATION(Please print or type) Permittee Name: � 11e(l (owner or autoowner revprresentiv—e with a notmuacr attached to application) ZU S •• Mail Address: q�' E'2A .000000 G• • ••••••••••• •• •••• • • City. M 1 t.(( ,� State: Zip Code:�j2 .�>(3Cg Phone No.: -% F.xt: •• ••• •••• •• • e-mail address(if any): *00000 ••• •••• of • i •••• ••tr••• Facility Name: v t ul •• (Include Store/Suite Number if Applicable) •••••• "Osage • • (As it ap�ears inTl.Divi9lon ofCorporati�Q�) •• Company Name: • •••••• • • • • Facility Address: •• • 0: City: State:FLORIDA Zip Code: • • • • • Facility Phone:( ) Ext. Property Owner: Y ---(As it appears in Property Appraiser-MDC records(individual owner or carp.).if the owner is a corp.,it must match Fl.Div.of Corp Database)—— Property Tax Folio No. au applicable folio#): EMERGENCY CONTACT INFORMATION: (You Must Complete/Update this box) [Emergency Contact Person: �-�s a�('� d��arlJ�.o Phone(24 HRS)aint./Service Contractor and Ph.No.(REQUIRED): SIGNATURE STATEMENT:(THE FORM MUST PROPERLY SIGNED-SEE REMARK**) The undersigned property owner(individual or carp.)or representative with notarized letter from property owner**: (print legible-name of ovmer or authorized representative with notarized letter) is fully aware that the statements made in this application for an operation pennit are true,correct,and complete to the best of his/her knowledge and belief. Further,the undersigned agrees to maintain and operate the pollution source and pollution control facilities in such a manner as to comply with the provisions of Chapter 24,Metropolitan Dade County Code,and all the rules and regulations of the department He/She also understands'that a permit if granted by the department will be non-transferable and he/she will notify the department upon sale change of location or legal transfer of the permitted facility. Attach a notarized letter from the property owner or a valid corporate officer granting authorization to act as a representative,if the undersigned is not the property owner individual or a valid registered corporate officer of the company name Corp,LLC LLP eta if the property owner is a corporation ** I certify under penalty of law that this document was prepared by me or under my direction or supervision in orLordance with a system designed to or gat that qualified personnel property gather and evaluate the information submitted:Based on my inqui rson or persons who manage the system or the persons directly responsible for gathering the information,that the information submitted is,to the best of my kno a and bet i c,accurate complete. [am aware that there are significant penalties for submitting false information,including the possibility of tine and imprisonment for know' Proper caner o uthor' d R res tative with a Not ized Letter Signature .YY Title: Date: Print LE s PSo- X. SYSTEM DESCRIPTION A. Type of Use. Office / Retail / Warehouse Manufacturing Residential Other Business Hours: hours per day days per week Other: II. RECORDS A. If there have been any changes in the collection system during the last year,attach current Sanitary Sewer Collection System Drawing or Plumbing Plan (outside buildings only). •••• Copy attached: Yes ; No • ...... . ...... B. Has the Sanitary Sewer System within the property/facility been evaluated foil a* ture rehAilitatio3t••• work or due to theS •.000 •••• • •E ; - 066 Future Work:Yes No SSES Requirement: Yes ......No • If yes,provide schedule and scope of work. If necessary, use a separate sheet of pepep•• '.:..' ., ,,, C. Has any rehabilitation work been completed within the past year,to correct 1nfiltration:/TY3iltratidi1•••• /Inflow within the property? ...... Yes No If yes,provide scope of work. If necessary, use a separate sheet ofyap • D. Nuisance problems. Has the property/facility experienced any sewer overflows and/or sewer back-ups, etc.,within the last 12 months? Yes No If yes,explain. If necessary, use a separate sheet of paper E. Is there a LOG BOOK,for recording ALL ACTIVITIES at the Private Sanitary Sewer System, available on-site? Yes No Indicate the exact location of the Log Book or phone number and name of person who can tell where it can be found: Ni- CONTACT RERIDERM-P O PROGRAM AT(305)372-6600 IF YOU NEED CLARIFICATION ABOUT THE LOG ROOK. TABLE 1-REPORT/LIST THE SANITARY SEWERS COLLECTION SYSTEM(SSCSs)PARAMETERS AND PUMP STATION(S) 4 in. 6 in. 8 in. 10 in. 12 in. >12 in, #&Sanitary PS-Pump Station(s) Report piping(ft.), Manholes MHs,PSs parameters NOtes fit is needed,addan can Ica Ion notes in re ereence t0 the m0 1(cation of We-existinp,sanitary sewers collection S stems an um station(s)in this space.Please do not list the force main(s)parameters(n/a). Page 2 of 3 The form must be submitted with the corresponding fee. Please attach a check in the corresponding amount made payable to "Miami-Dade County '. This fee amount is based on the fee schedule approved by the Board of County Commissioners. See table below. FEE SCHEDULE The permit fee for a facility is the sum of the Sanitary Gravity Sewers Piping Fee plus the Private Pump Station(s)Fee. The piping fee is required ONLY if the facility has more than 1,000 feet of pipe, six,ft"%s or larger in nominal diameter. Otherwise, the fee will be only based on the number of Avate pump stations in"• ;• the facility ••••,;* •, �t }( •• !:. ..y.G,. xa .�:,.;<( Y, #!M;"y j� ':q�'L;z" .:f`I P1V.lc ;7}t r'S Ptptng,Tee,.�orra�acilrtyhwith more than Z;OQO.� .4fP�t�g). �r. t�.�:......r� '4,.�,+ �� ,: ��..�?��;� :��,t��.... • 4 in. pipe: No Charge ." ." • • 6 in. pipe: $0.12/LF •• •• • i ...... . .. ... . • 8 in. pipe: $0.20/LF ' .. .. .... ... .. • >8 in. pipe: $0.26/LF •••••• • Private Pump Station Fee •••••• • Sanitary Pump Station fee is now at$175.00 per each pump station for all type of f"titlls,re;wdl,.ss if thgy • meet the 1,000 feet criteria. •• • Abbreviations: SSCS•Sanitary Sewers Collection System in a facility with a PSO permit. LF:Lineal feet of pipe. PSO:Private Sanitary Sewers Operating Permit. Remarks for PSO permit and piping fee requirements: FORCE MAINPIPES)ARE NOT CONSIDERED FOR PIPING FEE. THE PIPING T.EE IS CONSIDERED FOR THE SANITARY SEWERS PIPING(ACCORDING TO PIPE SIZE AND LINEAL FT.)IN THE SSCS. Contact;thCPri_ M6' Sanitary.Sewers Operating (PSO)-Program_at.(305)-372-6600'if you ed assistance calculating the fee or if you have any other questions about the PSO Program. Page 3 of 3 Accela Automation: GetPerSet250 - 8150-S Page 1 of 1 P •' Menu I Favorites Help Logout *PlanRevlew EEOS•Environmental --- - Enterprise Operations System User ID:VILLAAL Ad-, AccnA korow ip SmartMana er Applicationj.Property People Fees CashierI Workflow Attachments Reports Preference Condition Application-Summary Application Name: MIAMI SHORES VILLAGE LOW PRESSURE SEWER COLLECT.SYSTEM(PRIV.GRINDER Application Type: PlanReview/Sewer Extension/NA/NA��4+1 Application: 2017-SEW-EXT-00226 si�"ii111Yi Parcel No.: Application Detail:Detail File Date:09/05/2017 Description of Work: CONNECT 26 PRIVATE GRINDER STATIONS TO EXISTING LOW PRESSURE FORCE MAIN(DERM PERMIT NO.(2015-SEW-EXT-00245)(FDEP PERMIT NO.253651-508-DWC)(WASO DS 2015-578), Application Status:ISSuetl Application Comments:Comments Application Spec Info.: SE Number: 2017-SEW-EXI-00226 DS Number: MIAMI SHORES FDEP Permit: 253651-669-DWC Township Range Section: 53(41&42)(1&6) WWTP: NORTH DIS I"RICI" Application Received Date: 09/05/2017 ------------- Application Spec Info.Table:PIPING REQUIREMENTS Length(L.F.) Type Slope Diameter Material •••• PUMP STATION • r • REQUIREMENTS • • •••• •••••• Station Category PS Owner SE/PS Number Number of Pumps Type Capacity(G.P.I*)••-fb.Fc UtilityS Number PSO N • EI" Village of Miami Shores 99-1344A 2 Duplex Grinder 12.5 64 • ET Village of Miami Shores 99-1345A 2 Duplex Grinder 12-5 ••• •• :••••• • FT Village of Miami Shores 99-1346A 3 Triplex Grinder 24 1'f 1 •••••• ET Village of Miami Shores 99-1.347A 2 Duplex Grinder 12.5 •••fill•• • • • ET Village of Miami Shores 99-1348A 2 Duplex Grinder 12.5 64 •••••• 1 ET Village of Miami Shores 99-1349A 2 Duplex Grinder 12.5 •••�•• •••• :000%• ET Village of Miami Shores 99-1350A 2 Duplex Grinder 12.5 ••C�• • I • FT Village of Miami Shores 99-1351A 2 Duplex Grinder 1.2.5 64 •••• 00000 • E1' Village of Miatrti Shores 99-1352A 2 Duplex Grinder 12.5 •••�•• • •• *0:00 • ET Villaoe of Miami Shores 99-1353A 2 Duplex Grinder 12.5 064 • • • • ET Village of Miami Shores 99-1354A 2 Duplex Grinder 12.5 •• We •••• •••••• ET Village of Miami Shores 99-1355A 2 Dupl-Grinder 12.5 64 • •• • ET Village of Miami Shores 99-7356A 2 Duplex Grinder 12.5 •i'�y• • • ET Village of Miami Shores 99-1357A 2 Duplex Grinder 12.5 at • • ET Village of Miami Shores 99-1356A 2 Duplex Grinder 12.5 64 • •••••• ET Village of Miami Shores 99-1359A 2 Duplex Grinder .1.2.5 • 649 :••••• E Village of Miami Shores 99-1360A 2 Duplex Grinder 12.5 • 61 • • • •••••• E7 Village of Miami Shores 99-7361A 2 Duplex Grinder 12.5 Is•54 • •� • • • ET Village of Miami Shores 99-1362A 2 Duplex Grinder 1"2.5 64 • • • ET Village of Miami Shores 99-1.363A 2 Duplex Grinder 12.5 64 •• • ET Villaye of Miami Shores 99-1364A 2 Duplex Grinder 12.5 64 ET" Village of Miami Shores 99-1365A 2 Duplex Grinder 12.5 64 ET Village of Miami Shores 99-1366A 2 Duplex Grinder 12.5 64 ET Village M Miami.Shores 99-1367A 2 Duplex Grinder .1.2.5 64 ET" Village of Miami Shores 99-1368A 3 'Triplex Grinder 24 76 ET Village of Miami Shores 99-1369A 2 Duplex Grinder 12.5 64 Total Fee Assess ed:$7,487.50 Total Fee Invoiced:57,487.50 Balance:$0.00 Contact Info:.Name Organization Name Contact Type Relationship Address 'I om Benton VILLAGE OF MIAMI SHORES Applicant 10050 NE 2nd A- Scott Davis Miami Shores Village Utility 10050 NE SECOI I Licensed Professionals Info.:Primary License Number License Type Name But y PE66.794 Engineer Todd Hendrix,P.E. CPH Workflow Status: Task Status Status Date Cglltple[gn?ss Review Completed 09/0 512 01 7 Engineering""42ev_iew_ Completed 11/09!2017 Permit Draft Completed 11/09/2017 Perrnit Issuance Issued 12/04/2017 Certification End of P-- I https:Heeos.miamidade.gov:4432/operations/permit/index.cfm?FUSEACTION=GetPerSet... 12/6/2017 i i NOTE: ALL SHEETS MUST BE REVIEWED MIAMI-DADECOUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Herbert S.Saffir Permitting and Inspection Center �+ 11805 SW 26th Street(Coral Way)• Miami, Florida 33175-2474• (786)315-2000 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS +_ THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE AND/OR ENVIRONMENTAL SERVICES PROVIDE MUNICIPAL PROCESS NUMBER HEREU. / NJob Address �v qI ISL Y/ Contractor No. zLU Folio_ �� °O Last four(4)digits of Qualifier No. g w Contractor Name ¢o Lot I?— n io-to Block 2`Z �.. _ oCE Subdlvlslo&±�h l✓1,{ ]cd�S �C�IP- o 1rQualifier Name •••• , p v D- Address Metes and bounds city. [ ] New Construction on [ j DemolishCurrent use ofproperty �� L� Vacant Land [ j Shell Only •.. • •.... ;•• • LL w [ ] Alteration Interior [ j Addition Attached ' .� I.,. y ..••. W W ] Alteration Exterior [ j Addition.Detached Description of Work "L c Ae� j.�O+IIsJ P S h•t Jrla�b u.1.;•_.' RO [ ] Relocation of Structure [ ] Re-Roof • • e •. .• a [ ] Enclosure [ j Foundation Only i. •••••• . .' ,Sq.Ft.- „_Linrts Floors [ ] Repair [ ] Tent —% �i�LL �— • . . ...... ( ] Repair Due to Fire Value of Work J . "' • • [ ] MBLD" w [ ] Chg.Contractor w Owner SIS, ll�C- ' • ' Uj Category _ F [ ] Re-Issue- a Address 201 KE [ ] MELS [ ] Re-Stamp w city ZipMPLU 1 wJ MLPG ; [ 1 Revision z Phone �7 9ZP- a [ ] MMEC a C ] Not Applicable for 3- Last four(4)digits of [ ] FIRE Fire O Owner's Social Security No. C),pg� N Name 0 z �-._.,.�.... _ � � Owner - Ix z g Address w w Address s-5 l b ,\Aw AJ ° 0 4 LK_ w� Gity_ .. - -__......,5 a ip oz City ` i�y=3�—StateZip._.aJ�[Q rt w FL Phone '' �!_. _ a Phone�.��: I am requesting a Special Request Plan Review(SRI)to be scheduled as soon as possible.There is a minimum charge of vy one-hour.Please contact the Fire Department for current rate. Nw 1 s'Request:_ _Date: et w lu 2nd Request: _ Date: 31 Request: Date: If the applicant is a known named violator with:unpaid civil penalties;unpaid administrative costs of hearing;unpaid County investigative,enforcement,testing,or monitoring costs;or unpaid liens, any or all of which are owed to Miami-Dade County pursuant to the provisions of the Code of Miami-Dade County,Florida,a hold on the review may be placed on this application. 123_01-192 5/17 Y I ' f I FOG CONTROL PROGRAM-DERM Pagel/2 EXISTING GRAVITY,GREASE INTERCEPTOR CONDITION ASSESSMENT DATE: `6'3 / PUMP-OUT,INFORMATION: ' The coirtente Fats,Oils&dreass,Wastewater-and Sludge),of the,Grease interceptors beiing assessed shalf2be completely,pumped,out. o dodo rfordiin visual,ins ®anon.!'- Liquid Waste Transporter Company Name: .,4 IL L!(X �5A //IC DERM LWT Permit No.:LWT- 5 7-.1 I$' 03 Attach: 1) Pump Out Receipt 2) Disposal Facility Ticket Pump-Out Date: T/,'&7 3) FOG Waste Manifest(see page 3of3) CONDITION ASSESSMENT.CERTIFICATION, L---- The CondWi)A Assessment shall'be•certifled by a'Professiorial Engineer or Lionsed wPlumker. Company Name: r4•,odLL—/kA7— 1- 1NC� Email: FuA000A1 6d kLA( A7hAWtT1( 0000 _ Company Address: 1-r • : • ••• r Professional Engineer ri Licensed Plumber •Ceptic Tank Gontraetor .' •0000• License/Registration No.: S'/t a%A /0'75' Phone No.: y Ell' 25 • � f Name: —JO 0000 ••• *a: Signature: •••date: Ii ,Q / '' '• ,.. .. .. By signing ove,I certify that I performed the assessment and visually inspected the tanks listed below.The tanks were empty dorbrg the inspection•:••� .. ..� GREASE DISCHARGE OPERATING PERMIT(GDO),SITE INFORNLKMt>rE Facility.With,GDO•Permit •F t. •it » • f r•¢ g, •• ••• GDO/Facility,Name: r JAS moi✓ • • GDO No.: GDO/Facility,Address: F S Q f /-/Ile-Z Ale INSPECTION REPORT e 4 Complete checklist below for_each't_a_nk:(attach sheet's if>5,T_anks) Item No. Item Tank 1 Tank 2 Tank 3 Tank 4 1 Tank material**Please provide photos FvAt4 ' 4 �} 2 Cracks on walls,top or bottom?(Yes/No) F-77 �j r 3 Exposed rebar and wire mesh?(Yes/No) 4 Waffling on walls,top or bottom?(Yes/No) �� i -5 Intel and outlet chambers accessible(manholes provided)?(Yes/No) 6 Watertight manholes?(Yes/No) �—P F 7 Outlet tee's material—Please provide photos ' 8 Outlet(effluent)tee observed?(Yes/No) 9 Outlet(effluent)tee accessible through the outlet manhole?(Yes/No) 10 Outlet tee extends to within 8"of the bottom of the tank(h)?(Yes/No) �! I �! 11 Evidence of water infiltration?(Yes/No) ; � List All Fixtures Connected to Grease Interceptor: 1411 y, Qif,✓�411' /� i List All Fixtures NOT Connected to Grease Interceptor. •Registered pursuant to Part 111 of Chapter 489 of Florida Status,and Part III of Rule 64E-6,FAC. '"Tank material:concrete fiberglass,steelplastic,etc. Updated:1 0/2 612 01 8 r z. t.. I PLA IE . Page2/2 TANK1 TANK2 TANKS TANK4 L (n) (ft) (tt) (ft) L= u r° W W= �. INLET OUTLET H= 71 EFFECTIVE CAPACITY(gallons) (L x W x H)x 7.48 gaUft F y$ TOTAL CAPACITY(gallons) SECTION(N.T.S.) lova { I I D T Inlet Outlet Invert • • •••• ••••• s • • • • - TANW••w4NK2 TANKS TANK4 ....� H Int •••O) (Mb• • (ft) • • til /I 00• •0 0 00.00 1 D= 1f • • .- • • 0000• !/ • • • �� w h= • •• •0 • 9000•0 }., • • .�. • 0 • • • •0.00• •• • •• • • • INCLUDE SITE SKETCH HERE(NTS) Show building footprint,main streets,and location of the interceptor 4 s N � . I SNC I air�r ' /jv�y� Fty�A/G GaCPgs� r E. FATS, OILS AND GREASE OPERATING PERMIT APPLICATION AND SAMPLE PERMIT . ...... . ...... .... .... . . ••••.• • • • 6 • ... f fi i iP'rTli I St !L-3? I s 30 64�Q a otntt4�ttli LCn r 1 2.A,94 Medical{Skin Care), 374 1.496 1.04 WH482 1�1 �4Ft l CaPG1 PS-11 9906IJ€Tftu`Rvt 11-33t J.111 64 Gom+tletCi}"Ci+Ytra} E85 I�tYbLP "t3tCf �y 441 1.771 1®3 YYFfA82 1+1 BiIFT II�PM PS 12 9990 NE 2nd Ave- 1T M5 001030 4D Gt}Ytt MeretaE�ertVs3 8,070 Police Station 9.07 3.22$ 723 WK482 i+I 89 FT 11 GPM an 'vowuE7lidA+� 21-uix-i1�1°m 09MSM&f4raor 11;&¢,1 y difi;3Mt-j"-'Office.- SSS 2.0!78 239 4'i7f482 I+I go FT 11PM PS-14 9475 NE 2nd Ave.. 11-320"13.3760 6404 Commercial Central 20.067 8aralra'4hw'w4 _ � 1.003 4,013 2 79 WH482 1+1 - SO FT 11 GPM 1Z40 4.961 3 45 WH482 1+1 80 FT II GPM PS15 9501 NE 2nd:ve. .1 32f�v013jgt?O €mCcmmefdafI-Ceftral .b,f�f17 jtscart-Ct!' t .�SI6 95i7N£2nd„re. ;7 > Ii FC+ f•,; rnrrecttal4 trs9 5:12# vacartE t.�;ud41CRxrs3 767 3.070 2-13 WH482 2,1 sYOFt ilitPti - 450 1600... __. IIS- { .. WH482 1+1 SOFT 11014 Fr.17 9601 NE 2nd Ave. 11-32136{1;3 i 400 Cd�km rcilb e�tral 4,276 Gas Station PS-18 5699 NE 2nd Aa e 11-a'3 -Q13.41Q 6100 Ccrrmrtsiaf�CaK rral 2,306 Office 125 461 0 32 WF4462 1+I SO FI I1 GPM 2,383 � 9,531 I 6.62 � WH482 1+1 80 FT 12 GPM 9705 NE 2nd Ave: 6400 Ccmrnerdal-Central 15,885 Mixed use Retail • . •t• Pi 14 194)ME"IN$t -T-49T-Medical(SklnCar.) 374 1,496 .04 WI4482 1.2 90 Ft 21 GPM Dr31 S° fON£:rtdAcc:: 11-.i2ik'+-iKf13-,?.t.1Q 6400 CommefdolC;tottyT 8,853: itrketo,thtmeaty .4143 77T77773 .WH482 1+1 SOFT It GPM PS-12 9990 NE 2nd Ave_ 11-3.'05 Q13.2^al7 Oi00(:Wn tawwA1 Ce tral 8,070 Police Station 907 ),225 7-14 WH482 1+1> 80 FT 11 GPM PS-13 10OWNE2ndAart: 23-37tA4<473^.11PbA tAltr• ••21., `VaugnofMia.tblstioem-Office.- $95 ..2.378 1.x.5 WH4Q 1..3. _..LOFT 11 GPM PS-14 9475 NE 2nd Ave:. 11-3206-013- 6 �i4pD Comlt�erMa4-Ce.i ,20.0 1 bank af.'.mst`aa 1,003 4,013 2.79 WH482 1+1 80 FT it GPNI PS-15 9501 NE 2nd Ave;- 11.32f�'ri#3:9-.39J0' CAOOCgfomervsT{cntraT- ^i.FiT'r -- Yaunf-Ctt'. C -- ---- 1220- -4.961 --- 3:.45 WH482 lrl- 80 F9 - 11 GPM PS-16 9511 NE 2n3 (4W C. ,ftnteci AKl Atrs 5.115 Vttttut-Wlvds seRewa 767 3.070 2.13 W14482 1+1 $OFT 11 GP14 PS-11 9601 NE 2nd Ave, 4'J76 jGas5tatlon 450 -.1,BD0 1.25 WH482 1+1 So FT 11.GPM MIS, 9699 NE 2nd Ave 17.33C+•OS? 4 , .igNCtMrsi• Office 115 461 03; WFf462 1r1 1 80 FT 11 GPM 9705 NE 2nd Ave.. • 8�OOtcnerneacia f, 15,"E 85 Mixed use Retail -- --- -- _ --2,383 9,531 6.62 W11482 -1r1 -- 80 F7 11 GPM • • • • P5.19 •• • • • • • • • 9705 11-3206.013-4230 • • •T,-15 Vacant 9711 II-3206-013-4230 Chiroaractor P520 9713fif'n4Axe. 513-206.0;1-4nv 6400Co4rmrtttat•C3fk7 eatryf � O Vx'tra-MixeduseRetan 4i0, '1800 1.25 WH482 1+1 SOFT 11 6f 9725-9727NE2ndAva, - 6400 CommerdaLCentral- - 9,459 Mixed use Retail 1,419 - - 5,675 _- 3.94 WH482 1+1 --SOFT 11 GPM PS-21 9725 11-3206-013-4210 Restaurant 9727 1I-3106-013-4210 Vacant 9801 NE 2nd Ave, 6400 CommerpaFCemraf 10,803 Mixed use Retall 1,620 6,482 4..50 WH482 1+1 80 FT 11 GPM PS-22 980I 11-3206-013-4330 P}eTts.ARgm Shaves•R2ta! Us Postal Office-Offce Alterations-Retail A523 SBSSfdE2ndAvtt fl'3s'Q6 33?37t7- 6406 WrnmttctaKtntral 4 t! Y,-44tOdgt-M14R4V"Atua 702 195 LYM4S2. 1»t 80 FF IIGPm 2d SaggftE2mAve 11-3tXd6l#33Y3f,£1 61900 C4mmersatterrtrat 3,235 •NOAFuxtsOWtite 647. 045 V0+E82 14-1 SOFT iiGPM 9999 NE 2nd Ave: 11-3206-0134490 6400 CommerclaWCentral 47,771 $petfllF7toL'!€y - --- 6,872- --- -27,487 - 19.09.-- ---WH4B2- --2r1 80 FT 22 GPM PS-25 16,00 (10 R W1Office 16,00 (2rsdFlo.3r}61fir, (3rd Floor)Cate French Restaurant PS 26 10Q2jW1ndM,- 1139A6f722aTb3P Sime..."ity'F#d6i, 8.491 L Ofbcc a03 618 2u wow SOFT '12GPM AADFLqPDI 39159 352 637 AADF IGPM) _ 26,50 106.00 p FATS OILS AND GREASE PLAN REVIEW CHECK LIST ...... . .. • . 000 :0 .. .. .... ...... ...... .. . .. . .... . DERM1'75 FOG Plan Review Checklist Updated 7/25/2017 CL ... _ .. - a. z Item/Criteria a o General Drawings are 11"X17"or larger,legible and include Facility Name,address(include unit/bay)and GDO permit No.(for existing facilities with grease discharge operating permit),and'Type"of Food Service Establishment. All drawings for new construction signed/sealed/dated by Professional Engineer. All drawings for Modification/Repair signed/sealed/dated by Design Professional Architectural,Civil and Plumbing drawings match(where applicable). Drawings indicate Type of Food Service Establishment. . . • ••• • • • • •• .00.00 All seats(bar,table,booth,etc.)shown and counted. • ;• • • .• 00.00• Drive-thru shown(for existing and/or proposed). •••... • 0.00.0 List/include"daily maximum meals"for take-out and drive-thru. • • .• 00 . • • 000• . 00 00000 Existing Labeled"Existing"and Proposed labeled"Proposed." ••:•• 0 .. .•;0•• • •• 0000•• Projects proposing to use Existing Grease Interceptors include Condition Assessment jQr qp" . tank/unit.Refer to Condition Assessment Forms for Gravity and Hydromechanical tans. ; •0 '. 00.0.0 • 0 . • • 0 Plumbing Sheets •• . 00 0 •0.00. • . Floor plan and Isometric drawings show sanitary and grease drain lines and fixtures(Existing& •• Proposed). All appliances connected to plumbing shown and identified(Existing&Proposed). All drainage fixtures identified/labeled. DFUs,slope and diameter shown in pian and isometric (Existing&Proposed). Grease waste line labeled"GW"to distinguish from the sanitary(bathroom)waste line.All GW lines connected to a Grease Interceptor(Existing&Proposed). Sanitary line labeled"Sanitary"or"SS"to distinguish from GW line(Existing&Proposed). Drainage Fixtures.All drainage fixtures located in food and beverage preparation areas(back of house)are connected to the grease waste line(GW),and routed through a grease interceptor. Drainage fixtures include but are not limited to:kitchen sinks(one,two,or three compartment),mop sinks, hand sinks,floor and trench drains,sink drains,dishwasher, pasta stations,etc. 1 DERM1'75 FOG Plan Review Checklist Updated 7/25/2017 . e-c Y t a:..7 .,��,r r�Q Item .Criteria , Sanitary(bathroom)waste line does not connect to GW lines or grease interceptor. Grease Interceptor shown in plan and isometric drawings(Existing&Proposed).Label as Hydra mechanical or Gravity and indicate above ground or below ground. Be advised that the Gravity Grease Interceptors shall be located outside per 64-E6,FAC. Effective Volume,Material of tank and all appurtenances(e.g.,inlet/outlet, cover,etc.),Plan and Elevation Details and dimensions(e.g.,length,width, Gravity Grease depth,inlet/outlet dimensions),and DOH Number shown/included.Be advised Interceptor that the proposed Grease Interceptors shall be marked as GI(grease interceptor)in the DOH approved tanks list ••• •0 (http'//ww10 doh state fl us/pub/bos/Tanks/Tank-List.pdl!� 000 66,09 •••••• Hydromechanical Make/Model No.,PDl/ASME/CSI Certification, flow Rate(gpm)o0 0�opacity�.. ;� •0 Grease (lbs).Indicate above or below grade. 604.9 "'••• Interceptor Every Unit Must Show/install Vented Flow Control/Air Inlet—y2tJust Firsfl Sampling Point located immediately after Grease Interceptor shown in plan and isoffiVLri g&awing` o• When more than one Grease Interceptor used/proposed,a compliance sampling p�J�r uired �** ''• •• • � after the flow from all tanks are combined(excluding sanitary lines).Sampling point.�tai`sIhall be•. 0.• "'•• provided and be consistent with pipe sizes. •• •. • Access to Grease Interceptor and Sampling Point shown in plan and elevation.Minimum 4-ft vertM.• 00000* and 3-ft horizontal clearance required. • • • • • Grease Interceptor sizing calculations shall be provided and include cleaning(pump-out)frequency • • • Refer to sizing requirements below.All assumptions,factors,variables and information used to size system shall be included.Minimum information is provided below. 2 DERM1.75 FOG Plan Review Checklist Updated 7/25/2017 Gravity Grease Interceptor Sizing W W n Item/Criteria Q Z _ a c z Grease Interceptor(s)proposed shall comply with minimum and maximum size(effective volume) requirements of 64E6, FAC. Peak flow Rate shall be based on pipe size/slope and DFUs. Grease Interceptor Volume(V)shall be calculated based on total number of seats and meals(take out and drive-thru,where applicable),operating(open)hours,loading factor(based on location),and gallons of wastewater per seat(25 gallons regular restaurant or 10 gallons single service article). V•• Total number of take-out/drive-thru meals,operating(open)hours,gallons of wastew4er ge jneal(5••••• •.. • gallons/meal),load factor(1 for dishwashing&0.75 without dishwashing).If no take-oul4ealS, • • .• specify NO Take-Out Meals.If no drive-thru,specify NO Drive-Thru. '•';•• • •••.; Effective Volume shall be calculated based on FOG production and proposed cleaning regJe?iLy: • • • 4,0000 • •. :.•••: Greater of: VEffe li—=V+VFOG . VEffn i,e=V X PF ; VEff,,j,�QPEAK X 30 minutes 0000 • • • •• 4,4,4,4,• 4,0: :00 • Where, • � ••. 4,4,4,4,•• 4,4,4,4,•• VFOG=volume of FOG produced/stored between cleaning cycles •••••• • • • . • PF=1.0 for 30 day(cleaning),1.15 for 60 days and 1.25 for 90 days ;. �; ••••:• Where, .. ...•.. V=[S x HR/12 x GS x RF]+IM X GM X LF] •• S=Number of seats(indoor and outdoor) HR=Hours of Operation, including prep time and closing GS=Gallons per seat(25 gallons for ordinary restaurants and 10 gallons for single service article restaurant) RF= Road factor:use 2.0 interstate highways, 1.5 other freeways, 1.25 recreational areas, 1.0 main highway,and 0.75 other roads. LF=No ware washer 0.75,with ware washer 1 (additional hydraulic detention time for surfactants and heat) M =Number of meals served per day,excluding sit-down restaurant meals(take out, drive-thru, banquet, room service,etc.) GM =5 gallons per meal LF=Ware washer 1,without use 0.75 QPEAK=peak flow rate,gpm(full pipe flow based on pipe diameter,slope&DFUs) All Gravity Grease Interceptor shall be connected in series,with individual tanks no smaller than 750 gallons and no larger than 1,250 gallons. 3 DERM' 75 FOG Plan Review Checklist Updated 7/25/207.7 Hydromechanical Grease Interceptor Sizing Peak Flow Rate shall be calculated based on Fixture Drain Time(1 or 2 minutes)/Flow Rate or pipe diameter/DFUs. Grease Interceptor(s)shall be sized based on FOG production and proposed cleaning frequency and matched to Peak Flow Rate(gpm).Minimum size accepted 25 gpm. FOG production shall be based on total number of meals and FOG per meal(FOG lbs/meal). Grease Interceptor FOG Storage Capacity at 99%efficiency>M(meals/day)x FOGMEAt(lbs/meal)X T (Cleaning Frequency) Where, M=maximum number of meals served per day •• FOGMEAt=average pounds of Fats,Oils and Grease contained per meal . • •• • 0000•• Very Low FOG—0.01 lbs/meal* •00.00 ;'.• •^ • • I 0000•• Low FOG 0.02 lbs/meal* 000.06 0 • • 00'00• 000 • • •••0• � 0 • � Med FOG0.03 lbs/meal* 0006 600 0000• 0000•• 0 • • High FOG 0.04 lbs/meal* • • • 00 • 0000• •• •• 0•• 0000•• Very High 0.05 lbs/meal* 0000•• • *Consult with Grease Interceptor manufacturer for available studies/data. 0 • •••••• 0000 0 Hydromechanical Grease Interceptors shall provide a minimum of five(S)minute hydsaulio detentipp , :0•••: time(HDT): •• • HDT>5 minutes Therefore, V Grease Interceptor Water Volume?`-I� LPEAK X 5 minutes Where, V Grease Interceptor Water Volume**=Water holding capacity of interceptor below the outlet invert **Consult with Grease Interceptor manufacturer for water volume. 4 t4 v i,rC� �p ,qz� � �*►- �ti 06,TH S 7 REE7r* • • • • • • • • • • + 0 ' GN Y t6i h8S h4j9 �— ca5 g.45 4s rFF#E X/ol FFel SIGN 541o 9.82 5 K.-.;, . . . . - . .-_. .•.. •.. . " • .. •- . .-., . " . . . • . BUILDING F OTP INT, REFER TO ARCH/M P P NS FOR ° DESIGN. :'I '. . -- 9537 ,� g� � "�� "••• "� '�� _ � FFE: 9.87 `• �'� . � ; .+ k # 9533 g'' FFE: 9.81 EXI TING GREASE TRAPS/CL' N OUTS TO BE DEMOLIS .. A, �,�,� �.' •".' • .' / ;.'. . °r CONTRACTOR WI" B •'.'.- , p n IW QUIRED#T�Y4LYFOR ' N � ;' • . �!' •";' •" :' ; : :•'::' ::' -1-`�0' ';':• ;:; i r ... . �. ,•+r EMOVKLFVbI�%AL PE I d I • ��> ,,. '' '�' " _ �" '• C ,^ THAT MAY BE REQUI E D. ewe„ .� , � � ��-.�. .......� ��' `-•� '� •�•"'" •`�..>• Q wpp 6.2 i+m..-. �.. _4.'�.` � �_t.•a �. eta. _I. .. - / .(j`: M •_.�/t.}.. � .. # 9523 k.I" FFE: 10.21 BUILDING 1 FOOTPRINT ,, ." .' ' • . ' . ' Z ^ REFER TO j '. • :' •:"'""�d - �, ARCH/MEP :LA: SWP :K ':' F. FOR DESIGN. 9519 ••' ��"_ a•-'.. •• •_•.�.:'•�• .� . CATCH # • BASIN FFE: 9.58 EXIS IN !.' • .'.• ' . :�. • All CONCRETE TO :'••;: BER M VED. ° EXISTING GREAS T- S/CLEAN u Q OUTS TO B D LISHED, Q` '•; s / CONT CT R ILL BE m .y REQUIRED TO PP OR ANY REMOVAL/DI PO PERMIT THAT MA UIRED. c` k, EXISTING ONCRETE # 9501 WALL, ST RM, FIRE ^ '- FFE: 10.17 HYD NT TO BE '`?b I S VED AND PROTECT DURING ��. ��;' �• ' : ' ONS RUCTI PP n aB I •p tr•.n n * �O ; CATCH BASIN Q +°j �' 0' + + N.�:`195TH STREET r: Ti Kings Plumbing Service he DEMO PLAN I •�]CFC1428219 ' M- 14050 NW 6th Court I � t s K; y � North Miami, FL 33168 i HEET FOR ADDITIONAL NOTES. 13. PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES. I 60 EXECUTE THE WORK IN A MANNER TO AVOID HAZARDS TO PERSONS AND PROPERTY P.ATED.' AND PREVENT INTERFERENCE WITH THE USE OF AND ACCESS TO ADJACENT OTIFY'ALL UTILITY COMPANIES HAVING BUILDINGS. STREETS AND SIDEWALKS SHALL NOT BE UNNECESSARILY BLOCKED BY SITE'OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. DEBRIS AND EQUIPMENT. ONTMENILITY LOCATING COMPANY AND LOCATE MCEMENT. 14. WET DOWN MASONRY WALLS AND DEBRIS DURING DEMOLITION AND LOADING x `COMMENCOPERATIONS TO PREVENT THE SPREAD OF DUST. CONTROL DEVICES SHALL BE INSTALLED PRIOR 15. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER Kex\y\eA► E M HR0UGH0UT CONSTRUCTION AND UNTIL THE SITE DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS . . . . . . . . . . t'3 • • • • • a 111 1°' • • • t • • • • • I �� p' .. . . .N..�. 96&H SrREEr* `> - •• • • • • • 006 • a _,,y: •---•-I......... off° � r�i'� `� - -•-- � �.._.... :_.........:t•ryaJ X9.61r �� pa4J Xg.hS it�� o 9.87 h. = FFA. ,* . SIGN 0.. : :' • , : . 9541 na p FFE. 9.82 'try ,,. ...•1V. BUILDING F OTP INT, REFER i`r �' I. t : I TO ARCH/M P P NS FOR s: o I :''._h' :''•:', DESIGN. 1 .� ;g� h , c-, # �9537 '': �' Via,, �•. -�• �,•• . ••'.��:•'.�•.•�.��• � •�� p FFE: 9.87 o! i "I' Sr.",`-. .,-'' ..I' �'°J -•.5- G,ry- ��JJ .'Ca� -� i # 9533 :`: :;;c.' y.':. . + I U FFE: 9.81 A, rrt} " a ✓ / t'. Rr ' --�ar�pyr;n^assak,.,,!,,w^�w:,,:,��,",laa.►tlt" ._ _:.a� t .':a- •'. '.' -' ' •' '�` ' •- ' •' ' •x i .0 EXI TING GREASE TRAPS/CL N _ _r� •-I. . : : �. . .''.': '. •: OUTS TO BE DEMOLIS.� CONTRACTOR WI=' B '�Fy } ' s QUIRED#l(9W LY FOR € N _ � I .;` J'�!• . ��, '.'' r EMOV [rDIPbAL PE Ml b. ` ` c .. F . ' :' ;' '�'';•: +'.\�., I Z' x � THAT MAY BE REQUI -Et . � ,� t' �� • • 's - 1 NJPP 6.2C yF� .:r• a »:w� s r� a -1 ,* ,' r y v�' Ct mi— CV " 9523 ��: w wm: �, off. =' '• ' .'' FFE: 10.21 � ' BUILDING o•. r 0�ILU � # I. : f FOOTPRINT, REFER TO I`. . rYA' / '''• . :per j . ! .• tib•. � � ARCH/MEP F LA: S FOR DESIGN }�, r CATCH # 951 yr F R Y} BASIN FFE: 9.58 I EXIS INC xu tt. "'•° CON RETE TO BE R M VED. ��?, r✓ �o ��-:•��'•'�•�'-:,� � � ;i' .� EXISTING GREAS T � f S/CLEAN rr. , �Y OUTS TO B DF C LISHED, CON I I + R WILL BE m �` REQUIRED TO APPz. ' IOR ANY p �I REMOVAL/DIPO t PERMIT THAT MA BEF{ UIRED. .� '':.''.' • "•• * z Y'z EXISTING ONCRETE 4-' ? r pal r I .'11-11 Up •.,• .,�9t. 9501 WALL, ST RM FIRE 'yd, .. .• . [�� .. 1 'I s, 1 . FFE: 10.17 HYD NT TO BE ` al ~' t' ' r?; :/° : '•�c y.' •� O r, d:t�'�`•'.. - ; S WED AND k •' �� - •.•_ _��}ti.<�' '.:g- '•:'._:�;�ri. .•::•.' a P fi PROTECTE D DURING • ONS :1RUCTI; PP '"tn+"y-rnisrnA.t..+t+cmr�..�7n:r""r�LLI'la�l. ... ... .. •i.;arc.. :� _ Cb r' �' h 1x H kt� CATC{• �) I)4 BASIN �:��1 s„ a�s ..,5 .. � tet..,••- t—� �pjh— ^^� try N.E•�95TH STREET 1 DEMO PLAN Kings Plumbing Service Inc ..:,,. = •—;CFC1428219 1 l• 14050 NW 6th Court w^f North Miami, FL 33168 SHEET FOR ADDITIONAL NOTES. 13. PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES. ' EXECUTE THE WORK IN A MANNER TO AVOID HAZARDS TO PERSONS AND PROPERTY NC IPA a-D- AND PREVENT INTERFERENCE WITH THE USE OF AND ACCESS TO ADJACENT NOTIFY ALL UTILITY COMPANIES HAVING BUILDINGS. STREETS AND SIDEWALKS SHALL NOT BE UNNECESSARILY BLOCKED BY ITESOR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. DEBRIS AND EQUIPMENT. 'CONTACT UTILITY LOCATING COMPANY AND LOCATE 14. WET DOWN MASONRY WALLS AND DEBRIS DURING DEMOLITION AND LOADING G:COMMENCEMENT. � k `�_ �. OPERATIONS TO PREVENT THE SPREAD OF DUST. � CONTROL DEVICES SHALL BE INSTALLEU'PRIOR,, 15. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER • �-THROUGHOUT CONSTRUCTION AND UNTIL THE SITE , I11pFr`TIhAI IG AVIV;=Kl\/IRr1NhAFKITAI nP HFAI TH RFI ATFr)r r)NTAKAII\IATF IS OEM( F , rt .� • • • • • • • • • A Y 000 0 70 b r �rtj u - r p, 1bo :`y.. . . .N�E. &H S1 REE-r k 9.61 F� k'J a k�to rn 4 y 9.85 y '91 FF 72- r\ SIGN , r �, '�i9� ••:. •".''• 9541 -� .�R• •.I. • •-•- •-•- •---• ••%''- • -• •' _ FFE: 9.82 talo' i`' b�.'• .'• nab Imo .' • �2= BUILDING F OTP /INT REFER r a''• '' • .' ,,�''' I TO ARCH/M P P NS FORt, -I DESIGN. ` # 9537 . r FFE: 9.87 ,`� ' �� :' .:':•.. ."::'•.: �, - # 9533 �F FFE: 9.81 , x, \ Vis, ,.:..rr e �."+Np�n,. s�nw .:• :ua';Ty:`�. t .:.J.: .' •,�-,'a�','•• ',;}.. ^+,� - EXI TING GREASE TRAPS/CLAN +.' • ." . .'��' - . n" . . 4 OUTS TO BE DEMOLIS. E' �>'::':'''''' '':• :•"' "' -'•': . QUIREDfC�A��LY FOR k 1, �`�: �. { EMOVXff bIgPb%AL PE I b `� , • c� THAT MAY BE REQUI E eC i t ...,w...,.... ...,...,. ' di k IVPP `r.+�'• .:awa:s;tw,w:.akc:„•ccruna�.�:sau:�;rr_a;.,«r ,M 1��i' � . -# 9523 t' FFE: 10.21 €x I� BUILDING FOOTPRINT, 4, a I• A REFER TO ;� GYM '• ;!' tir, . >! ( h ARCH/MEP F LA: S43 '.” ' FOR DESIGN � ` a �• war. ti ."� CATCH # 9519 ;. �.• :�s� .•q 4, : >a BASIN FFE: 9.58 EXIS INGi ' ' i• CON RTE TO f ♦ '� f . o`� N i7 BE R M VED. :• ,r <7� - ;j.1 3 z 8 m.a+ is- I q - •• \ '}' EXISTING GREASE T- SV CLEAN •-DI . OUTS TO B D C I LISHED �- CONTR ICT I R1WILL BEm � zrj�!:••' \ g� Y ol REQUIRED TO PP ' I OR ANY 8 REMOVAL/DI�PO • PERMIT t-'1 t� THAT MA BE F{ UIRED. LLI " EXISTING CPNCRETE E .:'- :'' : ' :• `'�''' :• :�``I xlw � # 9501 WALL, STIRM, FIRE , '�-�s,� ', . • y �, FFE: 10.17 HYD NT TO BE A". S kVED AND I<. BUY. •' a .. , . �. •• ..••�• ..-• .'• PROTECT DURING �Mk4� ONS =RUCTI _ "' -' y o. .• g ` .... ,��"�A" 11.....q a wn ..••-. rr I .'' •,f� z Art' 73 -Ap CATCH r��4 t � f L' �5 BASIN Ory • +fib. 'rx ''. A� Cil h�I• y . : ` ME 95TH STREET PLAN DEMO '1a • -Kings Plumbing Service Inc c r:-. ,, .y4•�CFC1428219 14050 NW 6th Court ELI North Miami, FL 33168 SHEET FOR ADDITIONAL NOTES. 13. PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES. EXECUTE THE WORK IN A MANNER TO AVOID HAZARDS TO PERSONS AND PROPERTY IPATED. AND PREVENT INTERFERENCE WITH THE USE OF AND ACCESS TO ADJACENT NOTIFY ALL UTILITY COMPANIES HAVING BUILDINGS. STREETS AND SIDEWALKS SHALL NOT BE UNNECESSARILY BLOCKED BY SIiE'OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. DEBRIS AND EQUIPMENT. ONTACT UTILITY LOCATING COMPANY AND LOCATE 14. WET DOWN MASONRY WALLS AND DEBRIS DURING DEMOLITION AND LOADING G`COMMENCEMENT. F OPERATIONS TO PREVENT THE SPREAD OF DUST. , :CONTROL DEVICES SHALL BE INSTALLED PRIOR. 15. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER Y �Q, Y\ �1er HROUGHOUT CQNSTRUCTION AND UNTIL THE Sif ED E M � FIIRF!TInnI IF AnIV FN\/IR()NnAFNTAI OP HFAI TH RFI ATpn r.nNTAMINATF IS I. y. . . .. . . . . .. . . ,fib• • • • •� • • • • • F • ••• O• •• ••• '• , �1�' A"Z ` O a .. . . .N �. 6'7"H STREET r -Loll Gt�l �� 9.67 s -I- ®WM # 954-5 FFE: 9.72 FE SIGN W. 954.1 p FFE: 9.82 — ,, `, BUILDING F OTP INT, REFER � ,:.1 �a> 't' . ► ? :I :' •.'' '�`' '. ` TO ARCH/M P P NS FOR '' '� - '- +-'.' '' • - DESIGN. =Y h� ` . 9537 ' .': �' ' FFE. 9.87 ' ' lb �� 9533N. r, p FFE: 9.81 , . ��t : :''' :'' •''''-'' . > r IV. h :: yam : , _ �. - 'h•• •• .',• .' �.•,••.•, I EXI TING GREASE TRAPS/CL h�._ .', '. : '•':' -'.- ' 6 OUTS TO BE DEMOLIS,, '� a, , a,1 jS CONTRACTOR WI ' B �' ' '• - -• :':' '' . - , -" . � ( •sup. •.�'- • . ,;,'.''•-. � ':-'. �,�•'--.'� -.�. QUIRE[hd' FLY FOR N' II r �: .'.' '.' .' '.'' .'' . :,.': '. ' EMOV�_ff bI9Pb%AL PE I � I :'� '• . 4 ,,.-• . T THAT MAY BE REQUI E[ I- Alk � . . v f , !'�('F' op J.- ' 9523 �� ti,�� ,... ` / .�©: : b3.','•'. .• ��. •'.'.'•': i - o . FFE: 10.21 r� •4 M BUILDING �, 1 0 p �„ FOOTPRINT, I,I: ' ar. �S`' REFER TO ,�.• v : '.' .f.� ARCH/MEP LA. S „>J�{��, u.ry Al «• FOR DESIGN . vtpp r. CATCH # 9519 ; �� S p :•':•:• : BASIN \ ' a = FFE: 9.58 EXIS° ING CON RETE TO L'• (? r BER MVED. �� ,• � ,, r' _h•.Q `' EXISTING GREASET S /CLEAN e. � zs ' OUTS TO B DF ( LISHED, ,• CONTRACT:, R�IWILL BE f" 'x REQUIRED TO PP.11,) F OR ANY REMOVAL/DI 'P0 IPERMIT r THAT MA BE" UIRED. W I s' .'.' .'• �'. y I. tfy' fig. .' • k _ EXISTING ONCRETE ;t�.-.-�'.'••'. ,, .• •.'••y,/�,...•• y. -.-� r � • 9501 WALL, ST RM, FIRE j y �.':''•'. R� FFE: 10.17 HYDRANT TO BE j. S VED AND i PROTECT DURING r ONS ,RUCTIV6 ra 4r �� vim 's b10 I q,�k ,:4 7r h f IH4 -I- f -I b+ "?g F;:.. CATCH{ BASIN i�%O�� +,\b• q�k �� rbb bU� T t:: N.E.,�95TH STREET DEMO PLAN 'SHEET FOR ADDITIONAL NOTES. 13. PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES. EXECUTE THE WORK IN A MANNER TO AVOID HAZARDS TO PERSONS AND PROPERTY IPATED. AND PREVENT INTERFERENCE WITH THE USE OF AND ACCESS TO ADJACENT NOTIFY ALL UTILITY COMPANIES HAVING BUILDINGS. STREETS AND SIDEWALKS SHALL NOT BE UNNECESSARILY BLOCKED BY SIIE.OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. DEBRIS AND EQUIPMENT. CONTACT UTILITY LOCATING COMPANY AND LOCATE 14. WET DOWN MASONRY WALLS AND DEBRIS DURING DEMOLITION AND LOADING GCOMMENCEMENT. OPERATIONS TO PREVENT THE SPREAD OF DUST. CONTROL DEVICES SHALL BE INSTALLED PRIOR.• 15. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER GD E M R THROUGHOUT CQNSTRUGTION AND UNTIL THE SITE , nIpr•TIrIAI IG T14r` AAIV FKIVIPMIKAPNITAI hR HFAI TRFI ATr=n r1NTAKAIKIATF IS f Qua/ity&Prompt `� Yahya Consultants Inc. o>� {` 5516 NW 581"Ave Coral Springs FL 33067 Phone:954.263.9318 s E-mail:ryehia@myacc.net Subject: Process No. M2018002508 Commercial Building 9501 &9545 NE 2nd Ave Miami Shores, Florida 0000 DERM Revisions , � 0000 ••••�• 214 REMARKS 0000.-. 0000.. 316 SANITARY SEWER CAPACITY CERTIFICATION(AKA. AVL'OCATION' 0.00•: LETTER),IS REQUIRED AS PER CHAPTER 24-42.3(1)(A). DOWNLOAD'APPLIGA;::• 231 WATER & SEWER VERIFICATION FORM IS REQUIRED FROM,T�0yVATER.. 0000•' & SEWER UTILITY COMPANY SERVING THE PROPERTY. (ALSO REFEARED'T%oo 0.00•• 210 SUBMITTED PLANS ARE INCOMPLETE. : . : • '. • • 000000 00000 . { RFI#1-MIAMI SHORES- CONNECTING FROM SEPTIC TO SANITARY'6EWtR ;0.00; SYSTEM. CONDITION ASSESSMENT REPORT SHOWS ONE 1,080-G4 IG-T.'•' GREASE REVIEW DISAPPROVED- FOR 2 10: 1. 1)PER FBC-PLUMBING 2014 SECTION 1003.3:-1; ALL PLUMBING FIXTURES (ALL SINKS, MOP SINKS, FLOOR DRAINS, FLOOR SINKS, DISHWASHERS, ETC.) WITH POTENTIAL TO DISCHARGE GREASE-LADEN WASTE LOCATED IN FOOD AND BEVERAGE PREPARATION AREAS MUST BE ROUTED THROUGH A GREASE INTERCEPTOR (GI). RY.* No internal work under this permit. Internal work under separate permit. Added note to plans to the effect that all fixtures with grease-laden waste to be routed to Gl. Please refer to sheet P1. 2. 2)PROVIDE A PLUMBING FLOOR PLAN, AND ISOMETRIC. THE ISOMETRIC SHALL PROVIDE THE COMPLETE GREASE WASTE SYSTEM AND SANITARY SYSTEM, SHOWING PROPERLY LABELED EXISTING AND NEW GW AND SAN LINES AND INCLUDE PIPE SIZE, SLOPE, DFUS. IT SH ALL CLEARLY SHOW ALL FIXTURES CONNECTED TO THE GREASE , INTERCEPTOR (GI), AND SHOW POINT OF CONNECTION FROM GI TO THE SANITARY SEWER LINE. I RY: No internal work under this pen-nit. Intemal work under separate permit. Grease traps are existing and covered under tenant improvement permit. 3. 3)PROVIDE THE NAME, AND ADDRESSES OF ALL FOOD SERVICE ESTABLISHMENTS DISCHARGING TO THE GI.. Page 1 of 4 ; r Rte,. Quality&Prompt ` Yahya Consultants Inc. G� 5516 NW 58"Ave Coral Springs FL 33067 W Phone:954.263.9318 € E-mail:ryehia@myacc.net RY: Added name and address of the food service establishment (only one establishment) discharging to the Gl. Please refer to sheet P1. 4. 4)PROVIDE THE SIZING CALCULATIONS ---GRAVITY GIS SHALL BE SIZED IN ACCORDANCE WITH FAC 64E-6.013(7)D1, AND FAC 64E-6.013(7)D2. SIZING FOR DINE-IN SEATS, AND TAKE-OUT MEALS SHALL TO Q�.. CONSIDERED ACCORDINGLY. ••••;• RY.- Provided the sizing calculations for the existing Gl. Meals wetoi1sed as h� ;• •. bases of calculations. Please refer to sheet P1.1. •••••• 5. 5)SHOW CALCULATIONS, AND INDICATE PUMP OUT FREQWg%)Y- FOJ3„• .....� GRAVITY GIS: THE REQUIRED EFFECTIVE CAPACITY/VOLQMZ.QAN BE.. ••:••� MULTIPLIED BY THE FOLLOWING FACTORS: 1.0 FOR EVEReW DA)?, ••••;• 1.15 FOR EVERY 60 DAYS, OR 1.25FOR EVERY 90 DAYS- THQoJESULT' SHALL BE LESS THAN OR EQUAL TO THE EFFECTIVE CAPACrry. ' :-o-:0 • RY.- Provided pump out frequency. Please refer to sheet P1.1 •0 0• ; •..•.• .. . 6. 6)IF THE GI IS SHARED WITH OTHER ESTABLISHMENTS THE FLOW/GALLONS FROM ALL OTHER USERS SHALL BE CONSIDERED IN THE SIZING CALCULATIONS. CLEARLY DETAIL THE CAPACITY ALLOCATED TO THIS PROJECT/FACILITY, AND THE CAPACITY FOR OTHER FACILITIES. PROVIDE THE ADDRESS WITH SUITE NUMBERS OF OTHER FACILITIES. RY., GI is allocated to a single establishement. Indicated name and address on plans. Please refer to sheet P1. 7. 7)IF THE GI IS DEDICATED ONLY TO THIS SITE, INCLUDE A NOTE IN THE PLANS TO THAT REGARD AND SPECIFYING THE NAME OF THE FACILITY IN WHICH THE GI IS ONLY SERVICING.. RY.- GI is allocated to a single establishement Indicated name and address on plans. Please refer to sheet P1 8. 8)PLANS SHALL INCLUDE SAMPLING POINT DETAIL, OR A COORDINATION NOTE SPECIFYING THE DETAILS AND DIMENSIONS OF THE DESIGN. OR DEMONSTRATE THE OUTLET TEE IS ACCESSIBLE FROM THE MANHOLE AND IS ACCEPTABLE TO USE AS A SAMPLING PORT AND THAT THE MINIMUM CLEARANCE IS PROVIDED.. RY.' Provided GI detail showing sampling port and note specifying cleamaces. Please refer to sheet P1.1 t Page 2 of 4 y l t Quality&Prompt - , Yahya Consultants Inc. I _. , '� { 5516 NW 581'Ave �� ( S Coral Springs FL 33067 w Phone:954.263.9318 E-mail:ryehia@myacc.net 3 9. 9)THE GI, AND THE SAMPLING PORT REQUIRE A MINIMUM CLEARANCE OF 2FT HORIZONTA L AND 4FT VERTICAL- CLEARANCE/NOTE SHALL BE SHOWN IN PLANS. RY., Provided GI detail showing sampling port and note specifying clearances. Please refer to sheet P1.1. 6666 10. 10)BOTH SHALL BE ACCESSIBLE AT ALL TIMES WITHOUT IM.PEQJMENTS.06' 0.99•0 HAVING TO REMO VE ANY MERCHANDISE, EQUIPMENT, 'F.URMITURE+0;0 •0 ETC. 646..6 000 06. RY., Provided GI detail showing sampling port and note specifying'CINIrances.' 090": Please refer to sheet P1.1. 0000• 000060 • 16.66 ..6. 66:66 '600460 . .. 6666. 11. 11)SEE THE FOG REVIEW CHECKLIST ATTACHED TO PLANS...'.•' 0.00" RY. Noted. •••••• • 6 . 6 40 44.. 6666.. • • 6666.. 00 0 12. 12)SUBMIT THE COMPLETED FOG DISCHARGE CONTROL OPERATINYa6'0' PERMIT APPLICATION WITH THE PLANS, FORM CAN BE FOUND AT HTTP://WWW.MIAMI DADE.GOV/PERMITS/GREASE-DISCHARGE.ASP.. f?Y�Contractor to submit: WASA 200 CUSTOMER NEEDS ALLOCATION APPROVAL FROM DEPARTMENT OF ENVIRONMENTAL RESOURCE MANAGEMENT(DERM) 206 SUBMITTED BUILDING PLANS ARE INCOMPLETE 204 CUSTOMER MUST PROVIDE A LIST OF ALL USES WITHIN THE BUILDING(S) WITH THE RESPECTIVE SQUARE FOOTAGE 1. PLEASE PROVIDE A BREAKDOWN OF EACH UNIT NUMBER, TYPE OF BUSINESS USE & NAME OF EXISTING BUSINESS, AND UNIT SQUARE FEET. RY: Provided breakdown of building units including, type of business, name, and unit square feet. Please refer to sheet P1.1. 2. DERM ALLOCATION LETTER IS REQUIRED. ALL REQUIREMENTS FOR DERM MUST BE MET. RY.,Allocation letters by contractor/owner attached. DERM comments. DERM comments address. Please see above. Page 3 of 4 Quality&Prompt Yahya Consultants Inc. I y' 5516 NW 58"Ave ! 4 Coral Springs FL 33067 w Phone:954.263.9318 E-mail:ryehia@myacc.net i YAHYA CONSULTANTS, INC. 5516 NW 58#'Ave Quality&Prompt Coral Springs FL 33067 Tel.(954)263-9318 ryehia(Wmyacc.net 15) G Ramzi R.Yehia PE,CG hD 0 ` N Florida License#6483 w Cert.of Authorizatio 27115 . •••• Dec er26, 1z•••• ;••••' ....:. .... .... . . r Page 4 of 4 FIXTURE UNITS CALCULATIONS • development inc PLUMBING NOTES: a) I 1. A SCOPE OF WORK THE WORK SHALL INCLUDE ALL PLUMBING FIXTURE UNITS TO GREASE TRAP GREASE TRAP CALCULATION PLUMBING NECESSARY SHOWN ON THE DRAWINGS, U AS PFR TABLE AL1 RIC PIlAB6 511 EA]014 c i - SPECIFIED HEREIN AND/OR AS NEEDED FOR A COMPLETE SYSTEM,INCLUDING BUT NOT NECESSARILY UMITED TO: � M x GM x LF=GI EFFECTIVE CAPACITY , Nn OE9QIPTNRI GRAN CEL H.W. REMARKS/SPECS M•M.re P�Mb ! i I LISINNI 1.'DOMESTIC COLD AND HOT WATER PIPING SYSTEMS U c_ _ I ei� 2. SANITARY DRAIN AND VENT SYSTEMS P-I MiA QDYI 1/2• N/A GM=Gad•axxMenMper meal O I7 (Wn LMW 3. PLUMBING FIXTURES AND TRIM a LF_ •L4eORg�'(ie°t'�"'P' 'd 0�"veAviA d. AIR CONDITIONING TEMPERATURE RELIEF F VENTURA ++� +K +n' S. PRESSURE AND TEMPERATURE RELIEF FROM WATER P-2 UVAWR7 W �°1B<z 1] SEPTI HEATER 6.%PING INSULATION P-3 (NIA/ Y 1/Y N/A IXINKINOONUT65TATISTICS' ,, I SEPTIC AVERAGE STp2E•ft5,W0.0O'WEEI( - - 3 6. SUPPORTS AND HANGERS P� RDm CRAM AVERAGE COSI PER MEAL•54.75 Y 1/1 +/�' :,s.mnssn•xawMEusm>=EK _ "`; i michael a.Ventura n2>M/TwY6.3i6 MFiYSrTMY .. fr I\ B. ALL PLUMBING WORK SHALL BE PERFORMED IN P-5 POT SE• Y 1/1 1/Y ` ACCORDANCE WITH THE LATEST EDITION OF THE'FLORIDA 3nMx5GxoT5 LF•tD9P Ga1wM j`t,,. __- I BUILDING CODE"-PLUMBING SECTION AND LOCAL 11870w state rd 84C-14 FLOOP-7 HAND SIRI ,399 GNneo% Slv GalwM qe + I ENERGY EFFICIENCY CODE FOR BUILDING 11/7 1/Y 1/Y ORDINANCES AND IN COMPLIANCE WITH THE'FLORIDA >6P�,Rx.6�PG.EM�N64Gm,. °y I /r ° davie,florida 33325 F7 IIIFD 9K Y 1/2• 1/! I C CONSTRUCTION'.AND"HRS"REGULATIONS.IN THE EVENT P-8 V1�5N! Y 1/Y O \ OF CONFLICT BETWEEN ANY CODE OR REGULATIONS,THE ,1/Y 839 GALLONS OF EFFECTIVE I MORE STRINGENT REQUIREMENTS WILL GOVERN. phone:(954) 423-1362 CAPACITY GREASE TRAP NEEDED b' ___ - .,.. \ t 1 h t ^1 P-9 11WN GRAN Y 1/Y 1/Y _/1, �� $ 2 CONTRACTOR TO VERIFY AT SITE THE LOCATION, Venl Uro-arCl IIteCIUre.COrrI P-10 OWN 1' 1/Y N/A RlElm MlFll EXISTING GREASE TRAP=1050 GAL i j (�)J9/ r 7 mRCNI W 4' $ ELEVATION AND SIZE OF ALL LATI NG LINES FOR 11 I sA6TNTT ME CONNECTION BEFORE INSTALLATION OF ANY PIPING. P-H NI IIAIOR 1' 1/Y N/A FLARED U70 , . 3. it r ® 6WD 16.71 A A 0 0 0 3 12 3 r / t 3. UNDERGROUND METAL PIPING SHALL SHALL BE PROTECTED WITH P-12 PR06NG CABE7 I. 1/Y N/A RRRFD MlEll PUMP OUT FREQUENCY CALCULATION: A COAT OF BITUMINOUS COMPOUND BEFORE COVERING P-11 l7P�S0 YAON N/A 1/Y N/A FLIM WAFER MUTIPUER FACTOR,D6•i'OF EVERYWLMYS MULTIPLIER FACTpt 1.15•POF EVERY .i O jjINDICATENTH D ON PLANS.6 HAMMERALLFIXTURESS AULBE ERTECTED SHOCK ABSORBERS AS .DAYS 70D P-14 rllElt ffl4RIAE M/A 1/Y M/A RRIFD SAID MIILTPIIER FACTOR35•POF 1EVERT 90 DAYS / /Y / GI EFFC{:fNECAPOLTIY aa9 Gx LTa(PCF EVERY W 5. ALL FLOOR DRAINS TO HAVE TRAP PRIMERS 11 LINE FROM P-IS SNMIE COFFEE N A 1 N A RIEIm MTFA (} THE NEAREST PLUMBING FIXTURE OCYg)=1,09GNLCNS TIMT 6lE5G THANI.- 1`16 ..A I, I / _ / f`-18 lrl COFFEE NIA 1/Y N/A R76ED RA1FA cW11as ExISTHGGREASE TROP. 1 E i P-17 NSD COFFEE N/A 1/Y N/A FLMIED WIER RECOMMENDED POF=EVERY 90 DAYS i , Pi ' S. PLUMBING FIXTURES SHALL BE CONSTRUCTED WITH THE APPROVED MATERIALS,SHALL HAVE SMOOTH IMPERVIOUS P-16 IUB DRAW Y 1/Y 1/Y FILMED MlEll WAtxtD5IW1�RESgEFOR E \ SURFACES AND SHALL BE FREE FROM DEFECTS AND AN CYacxMNGCaNtwc(wRTux PUMPaIr,W11HT1E i i CONCEALED FODUNG SURFACES.ALL FIXTURE TRIM TO BE P-10 HND CABS 7 I/4• N/A IR76ED[AlFlt FRECLQLY NDT IXCEEDHGm OAr Nt6tvAi5 FU Y CHROME PLATED.FIXTURES SHALL BE PROVIDED WITH FID IDT RAVER AQ M/A I/Y N/A FLIEI®M1ER /�O •� NIB ;N SUPPORTS,HANGERS,ETC. 7. UNDERGROUND WASTE LINES ABOVE TTO BE P/C SCH.40 AND SLOPE @ 1/8Y FT.WASTE LINES 7 AND UNDER,AND A R 0 0 1 6 1 5 2 SAMPLE SANITARY KEYED NOTES:Q ; D . ' ABOVE GROUND PIPES SLOPE@ 1/,r/FT. PORT, 3• �f11 B. PROVIDE FULLY ACCESSIBLE CLEAN HANGONSANITARY SEE 1. PROVIDE INDIRECT DRAIN FROM ICE CUBER AND ICE BIN TO 1] AND ANY WASTE PIPING AT EVERY CHANGE OF DIRECTION, DETAIL TRAFFIC I1D5 ADJACENT FLOOR SINK CONSULT ICE MACHINE INSTRUCTION : O AND AT BOTTOM OF STACKS.CLEAN CUT LOCATIONS AND BELOW MANUAL FOR INDIRECT PIPING REQUIREMENTS. SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO - 9F [( CODE. 2 INSTALL 2 X-O.D.PVC CONDUIT IN CEILING FROM BACK OF J`` E 9. VENT LINES TO EXTEND T MIN.ABOVE ROOF AND FLASH HOUSE TO BACKUNE WALL FOR FUTURE CARBONATOR LINES. -� Ik• Y III t WITH LEAD. VERIFY ACTUAL LOCATION WITH ARCHITECT.FUTURE Pb CARBONATOR REOUIRES UNFILTERED WATER.TAP OFF OF 10. WATER%PE BELOW GROUND SHALL BE COPPER TYPE'K' CLOSEST HANDSINK OR UNFILTERED SOURCE CLOSEST TO I/Y P• THE UNIT,AND CAPAT WALL IF ONLY THE PLACEHOLDER IS TV \ f/ ABOVE GROUND TO BE COPPER TYPE R•.OR APPROVED FROM SELECTED AT THE TIME OF CONSTRUCTION. U '� Y TIP. SC.. CPUC.NO JOINTS ALLOWED UNDER SLAB. TO EXISTING 11. STORE 11. PIPING A.SUPPORT ALL PIPE FROM SOUND PORTIONS OF SANITARY P-4 ; STRUCTURE AND AT PROPER INTERVALS ACCORDING WITH LINE WATER SUPPLY KEYED NOTES: Q CODE.S.PROVIDESLEEVES FOR ALL PIPING PASSING �X� /he` THROUGH FOUNDATION SLABS OR MASONRY WALLS, 00 CAULK OPENINGS BETWEEN PIPE AND SLEEVES.C.WHERE EIOSINC CREASE EXPOSED PIPES PASS THROUGH FLOORS,WALLS,OR TRAP(I�GAL) i. CONNECT TO EXISTING WATER LINE.CONTRACTOR TO O \�� i-----i CEIUNGS.PROVIDE ESCUTCHEONS FIRMLY SECURED TO r- VERIFY SIZE AND LOCATION IN FIELD.PROVIDE BACKFLOW •g •1 �� THE PIPES AND OF SUFFICIENT OUTSIDE DIAMETER TO C� PREVENTOR PER REQUIREMENTS OF LOCAL JURISDICTION. \ 1, COVER THE SLEEVED OPENINGS FOR THE PIPES.PROVIDE (Y� 2. PIPE INDIRECT.DRAIN FROM TROUGH ON COUNTER AT \�N e Iso; I I CHROMIUM PLATED ESCUTCHEONS IN BATHROOMS. U) COFFEE STATIONS TO FLOOR SINK PROVIDE AIR GAP AS i 12. INSPECTIONS AND TESTS CONTRACTOR SHALL BE REQUIRED BY CODE PON RESSIBLE TO ASK FORINSPECTIONS TO THE u- $ANITARY TEE 3. PROVIDE THERMOSTATIC MIXING VALVE AT ALL HAND AUTHORITIES HAVING JURISDICTION,E THE WORK SINKS AND LAVATORIES IF NOT ALREADY PROVIDED WITH PROGRESSES.ALL SYSTEMS SHALL BE TESTED BV CODE Z THEM.SET AT IIO'F MAXIMUM. AND/OR LOCAL REGULATIONS.B.DRAINAGE PIPING 1 SANITARY PLAN BEFORE INSTALLATION OF ANY DRAINS,THE ENDS OF O � W NOTE: SYSTEMS SHALL BE CAPPED AND ALL UNES FILLED WITH /�)// QM d. ROUTE FILTERED WATER AND COLO WATER UNES IN WP.LL. Q -� IL.L 00 TRANSITION TO TYPE K COPPER PIPE ROUTE LINES THE WATER TO THE HIGHEST POINT AND ALLOWED TO y STAND UNTIL INSPECTION IS MADE BY AN OWMER _ UNDERGROUND THROUGH 2 PVC PIPE TO UNDER REPRESENTATIVE.STERILIZE ALL WATER UNES WITH A J CV "C- L COUNTER.TRANSITION BACK TO STANDARD COPPER EXISTING SEPTIC WELL MIXTURE OF TWA(2)POUNDS OF CHLORIWITEO Z uj ) u) 4-INCH PIPING AND ROUTE TO EQUIPMENT AS NECESSARY.PVC 13. UME TO EACH 1.000 GALLONS OF WATER(50 PPM OF V J GREASE PIPE SHALL STUB UP A80VE FINISHED FLOOR (VERIFY LOCATION WASE y T1 AVAILABLE CHLORINE). RETAIN MIXTURE IN BPES A z M (GW)LINE 5. WATER FILTRATION SYSTEM.MOUNT TOP OF SYSTEM 48' I P6if EXISTING IN�pC BEFORE PLACING N SERVICE.HOURSMDFLUS THOROUGHLY`MTM POTABLE WATER AFF.VERIFY ACTUAL LOCATION. GREASE RAP Ln I (VERY LOC AIIa) 16. COMPLETE SYSTEM,FIXTURES AND OMPPMENT SHALL BE 8. PROVIDE A PRESSURE REDUCING VALVE.PRESSURE 2-ML COOGCAIN (1050 GAL) I NENANINSERVICE TEST AFTER COMPLETION OF THE �� GAUGE.AND SHUTOFF VALVE AT PLUMBING CONNECTIONS / (VU6Y lAlJBIM) (VERIFY cc / � INSTALLATION. O7 G TO OVEN. '.t. /�/� �1 3 SAMPLING PORT DETAIL T. PROVIDE A PRESSURE REDUCING VALVE FOR ESPRESSO LOCATION) v 15. ANTISCALD VALVE. ALL LAVATORIES OR RESTROOMS OF 1/P=1'6T NOTE: MACHINE. /�` PUBLIC FACILITIES TO BE EQUIPPED WITH A CONTROL VALVE OF THE PRESSURE BALANCE,THERMOSTATIC revisions: / I MIXING OR COMBINATION TYPE SET.HANDLE POSITION NOT USED 8. INSTALL 2Y/O.D.PVC CONDUIT IN CEILING FROM BACK STOPS PER MANUFACTURERS INSTRUCTIONS AT TIME OF HOUSE TO BACKLINE WALL FOR FUTURE CARBONATOR �IN INSTALLATION TO A MAXIMUM MIXED WATER OUTLET UNES.VERIFY ACTUAL LOCATION NTH ARCHITECT. `� / TEMPERATURE OF 110 F.AS PER FBC ENERGY FUTURE CARBONATOR REQUIRES UNFILTERED WATER. I 2-I0P AV C6 TAP OFF OF CLOSEST ANDSINK OR UNFILTERED SOURCE �♦ (1F16Y IDGMNCONSERVATION SECTION 506.8.2 ) `) - CLOSEST TO THE UNIT,.AND CAPAT WALL IF ONLY THE ' PLACEHOLDER IS SELECTED AT THE TIME OF 3. 3r 16. ALL SHUT OFF AND ISOLATION VALVES SHALL BE BALL CONSTRUCTION. TYPE ALL VALVES SERVING TOILETS AND SINKS SHALL BE ♦ �. /64_ ANGLE STOP TYPE. � 17. PROVIDE AN INDIVIDUAL BALL VALVE AND BACK CHECK VALVE TO EACH INDIVIDUAL PIECE OF EQUIPMENT. IN6 ♦ d• 18. PROVIDE BACKFLOW PREVENTERS AT ALL COFFEE P-1a MAKERS.BAGEL OVEN,DIPPING WELLS,ICE MAKER AND Drawn b PLUMBING LEGEND ALL OTHER EQUIPMENT AS REQUIRED BY CODE. Y' -GW- GREASE WASTE PIPE HOSE BIBB W/VAC / 19. PROVIDE OUTTORSON ALL ILITY. ND SINKS AND LAVATORIES Fabian Morales Y� THROUGHOUT THE FACILITY. -FW- FILTERED WATER PIPE BREAKER ��I� L Y ^ 20. PROVIDE KAY CHEMICAL DISPENSER(SEE NATIONAL date SANITARY WASTE PIPE _ BACKFLOW PREVENTER ♦ I +/ / ACCOUNTS)AT MOP SINK AND THREE COMP SINK MOUNT VALVE 1� Y / I P-6 BOTTLE AND DISPENSER ABOVE SINK AS REQUIRED BY 02 -0 2-1 7 ----- SANITARY VENT PIPE UNION '6 ♦�6 I // CHEMICAL SUPPLIER. wV PA V/ --- COLD WATER PIPE �VIV GATE VALVE IN L // ~' 21. BEVERAGE DISPENSERS.THE WATER SUPPLY ---- HOT WATER PIPE VERTICAL P,11 Y �r CONNECTION TO BEVERAGE DISPENSER SHALL BE PROTECTED AGAINST BACKFLOW BY A BACKFLOW INDIRECT SAFE WASTE PR TR�BER r0. 0.0111.► ♦ 8 AN MR G CONFORMING TOASSE 1022,CSA DEVICE OR IJ V Y BY AN AIR CAP.THE BACKFLOW E FROM SH DEVICE AND CONDENSATE DRAIN L}}PA AeI�* THE PIPING DOWNSTREAM THERE FROM SMALL NOT BE PIPE -•FOO FLOOR CLEAN OUT l4,;- ,� fir• AFFECTED BY CARBON DIOXIDE GAS. GATE VALVE -`i CO WALL CLEAN OUT Y 22. BACKFLOW PREVENTER VALVE TO BE EUROBLOCK 400 _I BALL VALVE 3' ♦ WOG TO COMPLY WITH ASSE 1022ON COFFEE MACHINES ®FD FLOOR DRAIN t�ti® �� AND WATTS N9 FOR ICE MAKER MACHINES,SEE RISER FOR V.T.R. VENT THRU ROOF CFI L SUN L��00 Y ` LOCATIONS t J; E.W.C. ELECTRIC WATER EI UNDERGROUND 23. ANTI-SCALD VALVE. ALL LAVATORIES OR RESTROOMS OF COOLER ( ) �'L` PUBLIC FACILITIES TO BE EQUIPPED WITH A CONTROL EMM ELECTRIC WATER VALVE OF THE PRESSURE BALANCE,THERMOSTATIC FD FLOOR DRAIN HEATER MIXING OR COMBINATION TYPE SET.HANDLE POSITION VB VACUUM BREAKER TMV THERMOSTATIC STOPS PER MANUFACTURERS INSTRUCTIONS AT TIME OF MIXING VALVEINSTAL TION TOA P 1 2 SANITARY RISER TEMPERATURE OF IIF.AS PER FBMUM MIXEDC WATER OUTLET NTS NOTE: - CONSERVATION SECTION 504.8.2 • development inc m U cc 2 lvk �ti ' I a a P �_ _ HIGH SEATING HIGH SEATING V E N T U R A ® ® 0 '&..'.' Tan:,mon "„..o- michael a.Ventura ® — ! 11870 w state rd 84 C-14 ® K^WIN t_ '.-y ',., \l1 davie,florida 33325 rftF�, Tang phone:(954) 423-1362 ®cw,R v� ^� Ventura-architecture.com TRASH A A 0 0 0 3 1 2 3 1 .�� ^• „�. O Q OQ 10 A R 0 0 1 61 52 bib. 4A or '` r /✓ �` ��` E � "^{xOD �-Flo ra -1on 'b O�' E O _ O 0' ✓ ,1 I a @ LIA01 wE�mala �"�iOf 6f �� TV P D m o r co ^M _ M I, j II I nrnp L--J HOOD H 33evi�IH" M s x s ABovE u, M I t as u[ I I 3 I 1"ou"R:Pala I :D CD LL 9Aat ftO�I PIEVpllal O Q W ANO 7u1-0i WVE �) NLU ZI LO 1 WATER SUPPLY PLAN 2 WATER SUPPLY RISER Y Z Cf) M 114'=1'-0' NOTE: N.T.S. NOTE: LO q-t ELECTRICAL WATER HEATER DETAIL PLUMBING LEGEND —GW— GREASE WASTE PIPE LF_ •P- TRAP LEGEND —FW— FILTERED WATER PIPE FCO FLOOR CLEAN OUT 1 TEMPERATURE 9 HEATING SYSTEM SANITARY WASTE PIPE revisions: ADJUSTMENT KNOB —1 CO WALL CLEAN OUT A TEMPRA 12-35 B I. B. TEMPRA 29,36 B TEMPRA 15,2U,24 B 2 TEMPERATURE SCALE 11 MOTER-OPERATED VALVE SANITARY VENT PIPE 4 BALL VALVE Tetiq ( 5 TEMPRA 29,36 PIUS TEMPRA 15,20,24 PIUS 2.1 TEMPERATURE DISPLAY 12 COLD WATER ——— GOLD WATER PIPE 3 POWER LIGHT CONNECTION FD FLOOR DRAIN____ 'HOT WATER PIPE 4 MOCK-OUTSV.T.R. VENT THRU ROOF FOR NARES 13 HOT WATER INDIRECT SAFE WASTE t�{' �—+ P1�, CONNECTION 1 2 L: CJ r, ' P �l 5 CUT OUT HERMAL CONDENSATE DRAIN E.W.C. ELECTRIC WATER 3 u �A � __ 6 OUTLET TEMPERATURE PIPE FD FLOOR DRAIN L- 7I ISENSOR GATE VALVE VB VACUUM BREAKER O L. 1 WIRING BLOCK HOSE BIBB W/VAC FL FLOOR . CE]UNG ELECTRONIC CONTROL • BREAKER CEIL UNIT a o- (UG) UNDERGROUND NDTemgra BACKFLOW PREVENTER Drawn by: VALVE ENH ELECTRIC WATER Fabian Morales � ¢1 WATER HEATER SPEC HEATER ��'..• 1 `` 1�. MODEL TEMPRA 24 PLUS TMV THERMOSTATIC UNION MIXING VALVE TEMPRA 12-36 Plus 7ITEM PHASE SINGLE NGL E SOAfiO Hz VIV GATE VALVE IN date: , I ', TEMPRA 12 B!TEMPRA 12 PIUS VOLTAGE 208V TICAL 02 -O 2-1 7 TemgTaF - 3 WATTAGE ).1 i �J AMPERAGE 2 44A NR CHAMBER 3 - I � CIRCUIT BREAKER 2x50/eAWG t 71 TEMP Q 1.50 GPM 82F TEMP Q 2.25 GPM 54F .r _ — O TEMP Q 3.00 GPM 41F III `_ Olf11ET O INLET U ,^gr TEMP C 4.50 GPM 27F 0.50 GPM 65) I 1MIN,WATER FLOW [420 13 WEIGHT 18.16 ! 12 x 4110]1 166'11 1420) f NOMINAL WATER VOL 0.28 g.1 b i g J \ _ Lf 5MAX INLET WATER TEMP. 131F k' R DIMENSIONS N/i6ra'8'x H14-12'x D4-W _�............-.....a i „' WORKING PRESSURE 30 PSI MIN 1150 PSI MAX WATERTESTED CONNECSURETIONS 300P51 P-2 WATER CONNECTIONS 314'NPT