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EL-19-2271
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: I L-09-19-2"271 D ("Z-r - - v v� Permit Type: Electrical - Residential 1 �. Work Classification: Generator Permit Status: Approved Issue Date:10/24/2019 FExpiration: 04/21/2020 Location Address Parcel Number 1070 NE 95TH ST, Miami Shores, FL 33138 1132050120030 Contacts JANENE CHURCH Owner GENERATOR SUPERCENTER OF Contractor 1070 NE 95 ST, MIAMI SHORES, FL 331382548 BROWARD MIGUEL TOSAR 3800 N 28 TER, HOLLYWOD, FL 33020 Business:3059005055 carlo@conkretaconstruction.com Description: INSTALL NEW 22 KW GENERATOR Valuation: $ 7,000.00 Inspection Requests: 762 4949 TotalSq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $4.20 DBPR Fee $3.68 DCA Fee $2.45 Education Surcharge $1.40 Permit Fee $195.00 Scanning Fee $9.00 Technology Fee $6.13 Total: $271.86 Payments Date Paid Amt Paid Total Fees $271.86 Credit Card 10/24/2019 $221.86 Credit Card 09/27/2019 $50.00 Amount Due: $0.00 Building Department Copy 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 AF I VIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating con tru tionan(d�zgnning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date October 24, 2019 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION ❑BUILDING ✓ELECTRIC ❑ ROOFING F IBC 20 �j �j Master Permit No. �, L of _ ( —�� r Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP t-� w CONTRACTOR DRAWINGS JOB ADDRESS: Il7Jl� ,�'C/ 14 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): :S_3f 10y, anal_ Phone#: — Address: V3_1_ 4rl)e � �� City: T'V%0 l\ State: Zip: ✓1 �� Tenant/Lessee Name: Email CONTRACTOR: Name: Address: ;�Ow e#: City: t�(D &�/� State: Zip: Qualifier Name: `�y�VU Phone#: State Certification or Registration #: 'Cif O O Vl — ` Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: Cal City: State: Zip: Value of Work for this Permit: $ �) Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: I, Submittal Fee $ 56 ► C� Permit Fee $ CCF CO/CC $ Scanning Fee $ 2 Radon Fee $ _� DBPR $ (()� Notary $ Technology Fee $ �.'3 Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ //-- TOTAL FEE NOW DUE $ 7 V v5b_ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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. I Signature J , ~' Signature I/M I OWNER or AGENT TRACTOR The foregoing instrument was acknowledged before me this The foregoing instrVfnent was acknowledged before me this day of N li� 20, by n day of ��?� 20 ��, by _ DaOe()e C',n�n , who is personally known to (V \ ,\ ���who ' ersonally known t me or who has produced Z�/ as me or who has produced as identification and who,did take an NOTARY PUBLIC: identification and who did take an oath. NOTARY PUBLIC: _ Sign: A I Sign: — Print: Print: W Seal: o.►v+�� otary Public T-Stof*F'1.,,d. :. Carlo Cavall Seal: .�"� ?Q Nota Public State of Flon Carlo Cavallo • My Commission GG 323605 a Expires 06/30/2023 f ?p� ap My Commission GG 323605 Expires 06/30/2023 *********** * * * * ** * *********************************************** **** * ** * * * * ********** APPROVED BY Z- �CJ�� /� Plans Examiner Zoning - Structural Review Clerk (Revised02/24/2014) OFFICE OFIHE PROPERTY bPRAISER Summary Report Property Information Folio: 11-3205-012-0030 Property Address: 1070 NE 95 ST Miami Shores, FL 33138-2548 Owner JANENE CHURCH Mailing Address 1070 NE 95 ST MIAMI SHORES, FL 33138-2548 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,489 Sq.Ft Living Area 1,949 Sq.Ft Adjusted Area 2,209 Sq.Ft Lot Size 8,921 Sq.Ft Year Built 1950 Assessment Information Year 2019 2018 2017 Land Value $336,902 $321,352 $321,352 Building Value $165,675 $165,675 $153,746 XF Value $0 $0 $0 Market Value $502,577 $487,027 $475,098 Assessed Value $239,283 $234,822 $229,993 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Cap Assessment Reduction $263,294 $252,205 $245,105 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,0001 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description KIRBYS ADD TO MIAMI SHORES PB 41-44 LOT 3 LOT SIZE 81.100 X 110 OR 15978-4559 0793 1 Generated On : 8/16/2019 Taxable Value Information 2019 2018 2017 County Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value $189,283 $184,822 $179,993 School Board Exemption Value 1 $25,000 $25,000 $25,000 Taxable Value 1 $214,283 $209,822 $204,993 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $189,283 $184,8221 $179,993 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $189,283 $184,822 $179,993 Sales Information Previous Sale Price OR Book -Page Qualification Description 07/01/1993 $185,000 15978-4559 Sales which are qualified 11/01/1989 $132,000 14374-3028 Sales which are qualified 12/01/1971 $50,500 00000-00000 Sales which are qualified 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: PARTMENT OF HOMELAND SECURITY Emergency Management Agency Flood Insurance Program OMB No. 1660-0008 Expiration Date: November 30, 2018 ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. �!I -pc nf thi-, FIavminn Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: JANENE CHURCH 19-67763 .R.K. Company NAIC Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1070 NE 95 STREET City State ZIP Code MIAMI SHORES Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) KIRBYS ADD TO MIAMI SHORES PB 41-44 LOT 3 Folio: 11-3205-012-0030 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. N25051'46" Long, W80010'32" Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1,920+- sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 18 c) Total net area of flood openings in A8.b 2,160+- sq in d) Engineered flood openings? ❑ Yes Z No A9. For a building with an attached garage: a) Square footage of attached garage 400+- sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes n No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State MIAMI SHORES - 120652 MIAMI-DADE Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) (Zone AO, use Base Number Date Effective/ Revised Date Flood Depth) 12086C 0306 L 09/11/2009 09/11/2009 X / AE N/A / 8.00 (NGVD 1929) B10 Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 69: ❑ F►S Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes 0 No Designation Date: N/A ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 M F:VATlnN CFRTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg No.) or P.O. Route and Box No. Policy Number: 1070 NE 95 STREET City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Buf;d:ng Under Construction* ❑x Finished Construction *A new Elevation Certificate wi;l be required when construction of the building is complete. C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, VI—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item AT In Puerto Rico only, enter meters. Benchmark Utilized: SEE SECTION D (COMMENTS) Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source.- Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 10. 00 feet ❑ meters b) Top of the next higher floor 11 , 40 feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/ . A feet ❑ meters d) Attached garage (top of slab) 9 , 82 ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 7 . 82 ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 7. 60 0 feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 9. 60 x❑ feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/ . A feet ❑ meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information- / certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number FRANCISCO A. AGUIRRE 3354 Title P.L.S. Company Name'` D'AVILA & ASSOCIATES SERVICES, INC ' r" ^� Address 14750 NW 77 CT, STE 204" .\ 'jJ) City State ZIP Code, MIAALAKES Florida 33016} Signat Date Telephone 08-26-2019 (305)953-2600 Copy all pages of this Elevation Oertificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) A/C MACHINERY IS LOCATED ON THE SOUTH SIDE OF SUBJECT PROPERTY. THESE ELEVATIONS WERE MEASURED USING SURVEY -GRADE GLOBAL POSITION SYSTEM EQUIPMENT, THAT UTILIZES THE F.D.O.T. PERMANENT REFERENCE NETWORK AS ITS HIGH ACCURACY REFERENCE NETWORK (H.A.R.N) (NGVD 1929) L.C.O.R = 9.88' ; H.C.O.R = 9.94'. LATITUDE & LONGITUDE OBTAINED BY GPS. BM-B-62 ELEV = 8.66' {29} , BM-B-400 ELEV = 8.28' {29) r__...., nfa FEMA Form 086-0-33 (7/15) Replaces all previous editions. ' """ ' "yc ` "' ct MIATIMI ('_1=RTIFICOTF OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1070 NE 95 STREET City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request, Sections A, B,and C. For Items El—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, complete enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is x❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2 For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in ❑ feet ❑ meters ❑ above or ❑ below the HAG. the diagrams) of the building is E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. floodplain management ordinance? SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or here. The in Sections A, B, and E are correct to the best of my knowledge. community -issued BFE) or Zone AO must sign statements Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. vmlovc, 1=1 wnTU-1K] (1GI7TIFIC_ATF OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number, 1070 NE 95 STREET City State ZIP Code Company NAIC Number MIAMI SHORES Florida 33138 SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Complete the applicable item(s) and sign below. Check the measurement Sections A, B, C (or E), and G of this Elevation Certificate. used in Items G8—G10. In Puerto Rico only, enter meters. G1 ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, information. (Indicate the source and date of the elevation engineer, or architect who is authorized by law to certify elevation data in the Comments area below.) ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) G2 or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction (] Substantial Improvement G8. Elevation of as -built lowest floor (including basement) ❑ feet ❑ meters Datum of the building. G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation. ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. .- YfA ..LC FEMA Form 086-0-33 (7/15) Replaces all previous editions. VHH I aye' ' BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. ExiDiration Date: November 30. 1Ulb MPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1070 NE 95 STREET City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken, "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. 1 , � } I i ,r rr7 s°� s f pp ' I.A 'i AWE Photo One Caption 08/2612019 Phot�TWOCa FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Lxpiration uate: rvovernuer Ou, 4U 10 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number. I1070 NE 95 STREET _ City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs the date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, nhotoaraohs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. - r Photo Two Caption FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 National Flood Hazard Layer FIRMette mii r-eei I:t0,UUU ,� n _.,, 500 2000 FFM A Legend SEE FiS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT Without Base Flood Elevation (BFE) zone A, V, A" 'ECIAL FLOOD With BFE or Depth zone At, AD, AH, vF. AR A.ZARD AREAS Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areas of 1%annual chance Hood with average depth less than one foot or with drainage areas of less than one square mile z,.,, Future Conditions 1% Annual Nance Flood Hazard Area with Reduced Flood Risk due to IER AREAS OF Levee. See Notm zo- x LOOD HAZARD ; Area with Flood Risk due to Levee_z, o SCREE Area of Minimal Flood Hazard a Effective LOMRs OTHER AREAS Area of Undetermined Flood Hazard z--,, n a t GENERAL I — —' Channel, Culvert, or Storm Sewer STRUCTURES 1I t I I r I t Levee, Dike, or Ftoodwall 0—ma Cross Sections with 1% Annual Chance 17•s Water Surface Elevation Coastal Transact Base Flood Elevation Line (BFE) Limit of Study Jurisdiction Boundary _._ Coastal Transect Baseline OTHER _ Profile Baseline FEATURES Hydrographic Feature Digital Data Available N No Digital Data Available MAP PANELS Unmapped The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void If the one or more of the following map elements do not appear basemap imagery, flood zone labels. legend, scale bar, map creation date. community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. ONE LINE ELECTRICAL DIAGRAM NOT A SEPARATELY DERIVED SYSTEM ELECTRICAL EXISTING APPROVED _�L DATE OVERHEAD FPL FEEDER 2" RIGID 3#F210 C'u_ EXIST1 NG NEW ATS E.M. MAIN 200 AMPS RATED 0 1 OF 1 FROM MAIN 1 OF 1 200 AMPS 2" PVC 2" PVC OCPD 3# 2/0 Cu NOT A MAIN 3# 2/0 Cu 1# 6 Cu 1!4 Cu 22KAIC e 22KAIC 1 I. B.T. I #4 Cu NOTES: * SYSTEM WILL BE BONDING AND GROUNDING TO WATER PIPE, GAS PIPE, TV AND PHONE. 2 GROUND ROD 5/8" X 8'. ACCORDING TO NEC \ 250 J ** ALL WIRE TO USE WILL BE THWN iW °�w,, N=Stateoff FloridaCN�:_ , r M23605?o�po'� Ex 1 1/4 PVC 3#3Cu 1#8Cu .. ... • 841* cu... . . .. . Q r► r• . . .. ... .. . . . •w;rgs• .. . Project: CHURCH JANENE, 1070 NE 95th •• ••• STREET', NiIAML$AOR1Eb FL.33138 Daty. : . 9f fl Appro e� Scale! N.T.S' • • Drawn By: C.C. el E. Tos • • • • • • • • • • ALL LABELS WILL BE PLACED BY THE TIME OF FINAL INSPECTION DIST. PANEL EXISTING TO REMAIN FROM ATS DIST. PANEL 225 AMPS RATED NEW 22KW GEN W/100 AMPS OCPD 10KAIC GENERATOR SUPERCENTER OF BRO 3800 NORTH 28TH TERRACE HOLLYWOOD FL. 33020 PHONE: 305-900-5055 EXT. 4 LICENSE: EC13008869 AS BUILT LOAD ANALYSIS CALCULATIONS **Gas appliances are not used** QTY or Amp VA Totals Living square feet: 2,210 3 6,630 Small Appliance Circuits (min 2) 3 1,500 4,500 Microwave 1 900 900 120v Laundry Circuit (1 req) 1 1,500 1,500 Refrigerator 2 500 1,000 Range GAS 11,000 0 Dryer 1 5,000 5,000 Dishwasher 1 960 960 Garbage Disposal 1 500 500 Garage Door Opener 1 750 750 Water Heater (Tanked) 1 5,000 5,000 A Total General load: 26,740 NOTES C=(A-10,000 0.4) D = B + C F = D + E G = F / 240 Volts B First 10kva @ 100%: 10,000 CI Remaining va x 40%: 6,696 D Sub total general load: 16,696 E Total AC load @ 100%: 7,500 F Total Load (VA): 24,196 G Calculated Load (Amp): 101 Kilowatts Calculated: 24.196 A/C Unit KW A/C 1 7.5 Panel 1 amp size (Amp): 200 ELECTRICAL RE 7Fp�,�� f APPROVE ATE Total AC 7,500 Load (VA) .• ••• . . • • . .. • •• • • . • • . • . . • Project: CHURCH JANENE, 1070 NE 95th STREET, MIAMI SHORES FL. 33138 Dated 9/ / Appipve4 by: Sca • ' JY 7.S.' • — Drawn Bv: C.C. Mi E. Tosar/ 0"'Rv •a,� Notary Public State of Florida • • • • • • • • • r Carlo Cavallo . . • • • • •� N A` My Commission GG 323605 ? pp� Expires 06/30/2023 •' • •' • • - - - - - - ••• • • • ••• • • Sales Person: GENERATOR SUPERCENTER OF BRC 3800 NORTH 28TH TERRACE HOLLYWOOD FL. 33020 PHONE: 305-900-5055 EXT. 4 LICENSE: EC13008869 PROPOSED LOAD ANALYSIS CALCULATIONS **Gas appliances are not used** QTY or Amp VA Totals Living square feet: 2,210 3 6,630 Small Appliance Circuits (min 2) 3 1,500 4,500 Microwave 1 900 900 120v Laundry Circuit (1 req) 1 1,500 1,500 Refrigerator 2 500 1,000 Range GAS 11,000 0 Dryer 1 5,000 5,000 Dishwasher 1 960 960 Garbage Disposal 1 500 500 Garage Door Opener 1 750 750 Water Heater (Tanked) 1 5,000 5,000 A Total General load: 26,740 NOTES B First 10kva @ 100%: 10,000 C=(A-10,000x0.4) C I Remaining va x 40%: 6,696 D = B + C D E F = D + E F G = F / 240 Volts G Sub total general load: 16,696 Total AC load @ 100%: 0 Total Load (VA): 16 Calculated Load (Amp): 70 Kilowatts Calculated: 20kw Generator to Install k 22KW ow •t. Notary Public State of Florid Uarivava o My Commission GG 323605 y'tor ^off Expires 06/30/2023 A/C Unit KW A/C 1 0 1 Panel 1 amp size (Amp): 200 ELECTRICAL REVIEW -74 i _ 1 APPROVE DATE Total AC Load (VA) 0 NOTE: A/C LOAD SHOWS AS 0 WILL BE MANAGED BY GENERAC SMART MANAGEMENT MODULES (SMM) TO OPTIMIZE THE PERFORMANCE OF THE GENERATOR. ATTCHED SMM SPECS. LOADS SHEDDING ORDER A/C # 1 1 .. ••• . . . . . .. . . Project: CHURCH JANENE, 1070 NE 95th •• ••• STREET,& NAMl94f0 E FL.33138 Date:• 9/19 App deed by: Stahl: • :1V.T.-'Zoo �L Drawn Bv: C.C. Mie E. Tosar,/ .:.::...go: go* ... GENERATOR SUPERCENTER OF BRC 3800 NORTH 28TH TERRACE HOLLYWOOD FL. 33020 PHONE: 305-900-5055 EXT. 4 LICENSE: EC13008869 INCLUDES: • True Power'" Electrical Technology • Two Line LCD Multilingual Digital Evolution`" Controller (English/Spanish/ French/Portuguese) • Two Transfer Switch Options Available: 100 Amp, 16 Circuit Switch or 200 Amp Service Rated Smart Switch. See Page 4 for Details. • Electronic Governor • System Status & Maintenance Interval LED Indicators • Sound Attenuated Enclosure • Flexible Fuel Line Connector • Direct -To -Dirt Composite Mounting Pad • Natural Gas or LP Gas Operation GENERAL` GUARDIAN° SERIES Residential Standby Generators Air -Cooled Gas Engine Standby Power Rating r,- UrJr S �:... =...2 � .? �5 i � t ' .�I .;irl •;t.�Il � t:) ry t)i ; 'L (?C�i"• t f} €. �i .-.iil.illi. ,... , v . ,t,,..' iC iA .:, r. ,' Yj(} 1-lZ by („°c I< ;�. ,377 ? ,' : 'l.), O:3N v ; ":it1� 1 1 r :C �l �u�t.r , • i it N f.�0 I . 'Y"�j(':.J( ._lf .! 4:5 l )(., E'(i�'� 1 .,":I�. r. r,.., • -?I.:r t.le) .1► - f .} I-!•.. �. .'t s • 5 Year Limited Warranty • Capability to be installed within 18" (457 mm) of a building* FEATURES } INNOVATIVE ENGINE DESIGN a& RIGOROUS TESTING are at the heart of Generac's success in providing the most reliable generators possible. Generac's G-Force engine lineup offers added peace of mind and reliability for when you need it the most. The G-Force series engines are purpose built and designed to handle the rigors of extended run times in high temperatures and extreme operating conditions. i) TRUE POWER" ELECTRICAL TECHNOLOGY: Superior harmonics and sine wave form produce less than 5% Total Harmonic Distortion for utility quality power. This allows confident operation of sensitive electronic equipment and micro -chip based appliances, such as variable speed HVAC systems. •••••• tom• ` ••••• GENERAC' ' ' • • • • • • 111�' �jlfi • • CLIS, nUI' EDUS Note: CUL certification only applies to unbundled units and units packaged with limited circuit switches. Units packaged with the Smart Switch are UL certified in the USA only. *Only if located away from doors, windows and fresh air intakes, and unless otherwise directed by local codes. SOLID-STATE. FREQUENCY COLS PENSATED VOLTAGE REGULATION: This state-of-the-art power maximizing regulation system is standard on all Generac models. It provides optimized FAST RESPONSE to changing load conditions and MAXIMUM MOTOR STARTING CAPABILITY by electronically torque -matching the surge loads to the engine. Digital voltage regulation at _-1%. SINGLE SOURCE SERVICE RESPONSE from Generac's extensive dealer network provides parts and service know-how for the entire unit, from the engine to the smallest electronic component. TEST CRITERIA: GENERAC TRANSFER SWITCHES: Long life and reliability are PROTOTYPE TESTED NEMA MGi-22 EVALUATION synonymous with GENERAC POWER SYSTEMS. One reason for this SYSTEM TORSIONAL TESTED MOTOR STARTING ABILITY confidence is that the GENERAC product line includes its own transfer systems and controls for total system compatibility. L'-' GENERAC ryp17.36s LL�yepR c,ym _ •`�! *©,(�i Mobil` PROMISE W Link SlOMER `'P �,RRP^ vui f m fne USA using tlumesrrc.vno larcigrt e.rrts GENERAC 16/20/22 kW features and benefits Engine • Generac G-Force design Maximizes engine "breathing" for increased fuel efficiency. Plateau honed cylinder walls and plasma moly rings helps the engine run cooler, reducing oil consumption resulting in longer engine life. • "Spiny-lok" cast iron cylinder walls Rigid construction and added durability provide long engine life. • Electronic ignition/spark advance These features combine to assure smooth, quick starting every time. • Full pressure lubrication system Pressurized lubrication to all vital bearings means better performance, less maintenance and longer engine life. Now featur- ing up to a 2 year/200 hour oil change interval. • Low oil pressure shutdown system Shutdown protection prevents catastrophic engine damage due to low oil. • High temperature shutdown Prevents damage due to overheating. Generator • Revolving field Allows for a smaller, light weight unit that operates 25% more efficiently than a revolving armature generator. • Skewed stator Produces a smooth output waveform for compatibility with electronic equipment. ""• • Displaced phase excitation Maximizes motor starting capability. ; . • • Automatic voltage regulation go Regulates the output voltage to ±1 % prevents damaging voltage spikes. • • • • • • ' •; • •' • • • •:. • UL 2200 listed For your safety. *Goose • • • 0000 of Transfer Switch (if applicable) • • • • � • • "' •' • Fully automatic **:so: ••••• Transfers your vital electrical loads to the energized source of power. • • NEMA 313 •• •• •• •••••• Can be installed inside or outside for maximum flexibility. • • • Renote mounting • • • • • • Mounts near your existing distribution panel for simple, low-cost installation. : : • • •' •' • • • Evolution "' Controls . • • � • • • • • Auto/Manual/Off illuminated buttons � � Selects the operating mode and provides easy, at -a -glance status indication in any condition. 0000 • Two-line LCD multilingual display Provides homeowners easily visible logs of history, maintenance and events up to 50 occurrences. • Sealed, raised buttons Smooth, weather -resistant user interface for programming and operations. • Utility voltage sensing Constantly monitors utility voltage, setpoints 65% dropout, 80% pick-up, of standard voltage. • Generator voltage sensing Constantly monitors generator voltage to ensure the cleanest power delivered to the home. • Utility interrupt delay Prevents nuisance start-ups of the engine, adjustable 2-1500 seconds from the factory default setting of 5 seconds by a qualified dealer. • Engine warm-up Ensures engine is ready to assume the load, setpoint approximately 5 seconds. • Engine cool -down Allows engine to cool prior to shutdown, setpoint approximately 1 minute. • Programmable exercise Operates engine to prevent oil seal drying and damage between power outages by running the generator for 5 minutes every other week. Also offers a selectable setting for weekly or monthly operation providing flexibility and potentially lower fuel costs to the owner. • Smart battery charger Delivers charge to the battery only when needed at varying rates depending on outdoor air temperature. Compatible with lead acid and AGM -style batteries. • Main line circuit breaker Protects generator from overload. • Electronic governor Maintains constant 60 Hz frequency. Emit • SAE weather protective enclosure Sound attenuated enclosures ensure quiet operation and protection against mother nature, withstanding winds up to 150 mph. Hinged key locking roof panel for security. Lift -out front for easy access to all routine maintenance items. Electrostat- ically applied textured epoxy paint for added durabi.ity. • Enclosed critical grade muffler Quiet, critical grade muffler is mounted inside the unit to prevent injuries. • Small, compact, attractive Makes for an easy, eye appealing installation, as close as 18" away from a building. Installation System • 1 ft (305 mm) flexible fuel line connector Absorbs any generator vibration when connected to rigid pipe. • Direct -to -dirt composite mounting pad Complex lattice design prevents set:!ing or sinking of the generator system. 0 Integral sediment trap Prevents particles and moisture from entering the fuel regulator and engine, prolonging engine life 16/20/22 kW Model Rated Maximum Continuous Power Capacity (LP) Rated Maximum Continuous Power Capacity ING) Rated Voltage Rated Maximum Continuous Load Current — 240 Volts (LP/NG) Total Harmonic'Distorl Main Line Circuit Breaker Phase Number of Rotor Poles Rated AC Frequency Power Factor Battery Requirement (not included) Unit Weight (lb/kg) _7 Dimensions (L x W x H); Qmm Sound output in dB(A) at 23 If (7 m) with generator operating at normal load" Sound output in dB(A) at 23 it (7 m) with generator in Ouiel-Test ' law -speed exercise mt>de" Exercise duration GENERAC° spe G007035-0,G007036-0, G007038-0,G007039-0 G007042-1,G007043-1 5 min 5fiin • 0 a 0 05 min • G007037-0 (16 kW) (20 kW) (22 kW) 16,000 Watts' 20,000 Watts' 22,000 16,000 Watts' 18,000 Watts' t9 .500 240 -24C 240 66.6/66.6 83.3/75 91.6/81.3 Less than 5% Less than 5% Less than 5% 70 Amp 100 Amp 100 Amp 1 1 1 2 2 2 60 Hz 60 Hz 60H: 1.0 1.0 1.0 12 Volts, Group 26R 540 GCA Minimum or Group 35AGIVi 650 CCA Minimum 406/186 448/203 466/211 48 x 25 x 29/121 l3 x 638 x 732 66 66 67 58 58 .••••68 Engine • • • • • • Type of Engine GENERAC G-Fil"A 1$1 Series • . • • • • Number of Cyllnders 2 Y" • • • . • 2 • •' • Displacement 999 cc 999"0 • • • 99y cc • Cylinder Block . ' Aluminum w/ Caet Iron4leeve • Valve Arrangement Overhead Valve Overhe&4Vilip• • • • Gverheed Valve • • • • Ignition System Solid-state w/Magneto Solid-state4r/ IAepr;jpfb SoliAaleiw/ Magri • • • Governor System Electronic Electronic Ilectronic • Gompressicn Ratio 9.5:1 9.•L:1 • • 5.5:1 ,,._ ... Starter 12 Vdc 12 %c . • • **Vdc Oil capacity Inciuding Filter Approx.1.9 gV1.8 L Approx. 1 gV1.0 Approx.1.9 1 L• • • • • Operating rpm 3.600 3,6081• • • * %0 • • Fuel Consumption ego* Natural Gas ft3/hr (mp/hr) 1/2 Load 218 (6.17) 204 (5.78) 228 (6.46) Full Load 309 (8.75) 301 (8.52) 327 (9,26) Liquid Propane 113/hr (gal/hr) [I/hr] 1/2 Load 91.6 (2.52) [9,531 86 (2.37) [8.991 92 (2.53) (9.57] Full Load 106.8 (2.94) [11.11) 129.6 (3.56) [13.481 142 (3.90) [14.771 Note: Fuel pipe must be sized for full load. Required fuel pressure to generator fuel inlet at all load ranges - 3.5-7" water column (7-13 man mercury) for natural gas, 10-12" ter column (19 22 mm mercury) for LP oas. For Btu content, multiply 113/hr x 2500 (LP) or ft3/hr x 1000 ING). For Meaajoule content, multiply m3/hr x 93.15 (LP) or m3/hr x 37.26 (NG) Controls 2-Line Plain Text Multilingual LCD Display Simple user interface for ease of operation -Mode B_uttons:A_uto A Automatic Start on Utility failure. 7 day exerciser Manual Start with starter control, unit stays on. If utility fails, transfer to load takes place. Off Stc;s unit. Power is removed. Control and charger still operata. Ready to Run/Maintenance Messages Standard Engine Run Hours Indication Standard Programmable start delay between 2-1500 seconds Standard (programmable by dealer only) Utility Voltage Loss/Return to Utility Adjustable (Brownout Setting) From 140.171 V/190-216 V Future Set Capable Exerciser/Exercise Set Error Warning Standard Run/Alarin/Maintenance Logs 50Events Each Engine Start Sequence Cyclic cranking:16 sec on, 7 rest (90 sec maximum duration). Starter Lock -out Starter cannot re-engage until 5 sec after engine has stopped. Smart Battery Charger Standard Charger Fault/Missing AG Warning Standard Low Battery/Battery Problem Protection and Battery Condition Indication Standard Automatic Voltage Regulation'vkh Over and Under Voltage Protection Standard Under-Frequency/Overload/Stepper Overcurrent Protection Standard Safety Fused/Fuse Problem Protection Standard Automatic Low Oil Pressure/High Oil Temperature Shutdown Standard Overerank7Overspeed (@ 72 Hz)/rpm Sense Loss Shutdown Standard High Engine Temperature Shutdown Standard Internal Faut/Incorrec( Wiring Protectior Standard Common External Fault Capability Standard Field Upgradable Firmware Standard "Sound levels are taken from the front of the generator. Sound levels taken from other sides of the generator maybe higher depending on installation parameters. Rating definitions -Standby: Applicable for supplying emergency power for the duration of the utility power outage. No overload capabC;ty is available for this rating. (All ratings in accordance with BS5514, IS03046 and DIN6271). ' Maximum kilovolt amps and current are subject to and limited by such factors as fuel BtLVmegajoule content, ambient temperature. altitude, engine power and condition, etc. Maximum power decreases about 3.5 percent for each 1.000 feet (304.8 meters) above sea level, and also will decrease about 1 percent for each 6'C (107) above 16'C (60'F) GENERAC" 16/20/22 kW switch options Limited Circuits Switch Features • 16 space, 24 circuit, breakers not included. • Electrically operated, mechanically -held contacts for fast, positive connections • Rated for all classes of load, 100% equipment rated, both inductive and resistive. • 2-pole, 250 VAC contactors. • 30 millisecond transfer time. • Dual coil design. • Rated for both copper and aluminum conductors. • Main contacts are silver plated or silver alloy to resist welding and sticking. • NEMA/UL 3R aluminum outdoor enclosure allows for indoor or outdoor mounting flexibility. • Multi listed for use with 1" standard, tandem, GFCI and AFCI breakers from Siemens, Murray, Eaton and Square D for the most flexible and cost effec- tive install. Dimensions Height Width H1 H2 W1 W2 Depth in 26.75 30.1 10.5 13.5 6.91 mm 679.4 764.3 266.7 343.0 175.4 Wire Ranges Conductor Lug Neutral Lug Ground Lug 1/0-#14 2/0-#14 2/0-#14 Model No. o1 Poles Current Rating (Amps) Voltage Rating (VAC) Utility Voltage Monitor (Fixed)* -Pick-up -Dropout Return to Utility' Exercises bi-weekly for 5 minutes*t U_ Listed Total Circuits Available 'Tandem Breaker Capabiliti3s Circuit Breaker Protected Available RMS Symmetrical Fault Current @ 250 Volts *Function of Evolution Controller Exercise can be set to weekly or monthly G007036-0(16kW) 2 100 120/240,10 _ 80% 65% approx.15 sec Standard Standard 24 8 tandems 10,000 Service Rated Smart Switch h eatf res Model G007037-0 (16 kW)/GO07039-0 (20 kW)/ • Includes Digital Power Management Technology standard (DPM). G007043-0 (22 kW) • Intel;igently manages up to four air conditioner loads with no additional No. of poles Current Rating (Amps) 2 200 hardware. Voltage Rating (VAC) 120/240.10 • Up to four more large (240 VAC) loads can be managed when used in Utility Voltage Monitor (Fixed)' conjunction with Smart Management Modules (SMMs) -Pick-up Dropout 80% 65% • Electrically operated, mechanically -held contacts for fast, clean connections. Return to Uaiity' approx. Is sec • Rated for all classes of load, 100% equipment rated, both inductive and resis- Exercises bi-weekly for 5 minutes* Standard tive. UL Listed Standard • 2-pole, 250 VAC contactors. Enclosure Type NEMA/UL 3R • Service equipment rated, dual coil design. Circuit Bleaker Protected 22,OCo • Rated for both aluminum and copper conductors. Lug Range 250 MCM - #6 • Main contacts are silver plated or silver alloy to resist welding and sticking. • NEMA/UL 3R aluminum outdoor enclosure allows for indoor or outdoor mount- *Function of Evolution Controller ing flexibility. Exercise can be set to weekly or monthly Dimensions 200 Amps 120/240,1 e Open Transition Service Rated Height Width H1 H2 W1 W2 Depth in 26.75 30.1 10.5 13.5 6.91 mm 679.4 764.3 266.7 343.0 175.4 GENERAC 16/20/22 kW available accessories Model # Product Description G007005-0 G006463-4 G005819-0 G007101-0 G007102-0 G005621-0 G007027-0 - Bisque The Wi-Fi enabled LP fuel level monitor provides constant monitoring of the connected LP fuel tank. Mon- Wi-Fi LP Fuel Level Monitor itoring the LP tank's fuel level is an important step in making sure your generator is ready to run during an unexpected power failure. Status alerts are available through a free application to notify when your LP tank is in need of a refill. Mobile Link"" 26R Wet Cell Battery Battery Pad Warmer Oil Warmer Auxiliary Transfer Switch Contact Kit Fascia Base Wrap Kit (Standard on 22 kW) G005703-0 - Bisque Paint Kit G006485-0 Scheduled Maintenance Kit G006873-0 Smart Management Module (50 Amps) 631.6 mm r25.1 m] 227.2 mm . �, 1 128.6 In] - 1. 646 mm [23.5 Ind LEFT SIDE VIEW Generac's Mobile Link allows you to check the status of your generator from anywhere that you have ac- cess to an Internet connection from a PC or with any smart device. You will even be notified via e-mail or text message when a change in the generators status occurs. Available in the U.S. only. Every standby generator requires a battery to start the system. Generac offers the recommended 26R wet cell battery for use with all air-cooled standby product (excluding PowerPact®). The pad warmer rests under the battery. Recommended for use if the temperature regularly falls below 0°F. (Not necessary for use with AGM -style batteries). Oil warmer slips directly over the oil filter. Recommended for use if the temperature regularly falls below •••• 0°F. . • The auxiliary transfer switch contact kit allows the transfer switch to loch Gig a single large electgwl load you may not need. Not compatible with 50 amp pre -wired switches. 0000*0 • 0 • The fascia base wrap snaps together around the bottom of the new air eoelt "erators. This effers a sleek, contoured appearance as well as offering protection from rodents andinsects by cove*gthL*]ping holes located in the base. • • . • • • • If the generator enclosure is scratched or damaged, it is important to tofldZo 1ho paint to protest frem future corrosion. The paint kit includes the necessary paint to properly rfTaThtafibr touch-up a generator enclosure. • • • • • • • Generac's scheduled maintenance kits provide all the hardware necessar to perform com4dVrthle maintenance on a Generac automatic standby generator. • • • Smart Management Modules are used in conjunction with the Automatic Transfer Switch to i"Afe its power management capabilities. It provides additional power management flexibility not found in any other power management system. dimensions & PCs Dimensions shown are approximate. Refer to installation manual for exact dimensions. DO NOT USE THESE DIMENSIONS FOR INSTALLATION PURPOSES, GENERAC ,2,6 mm r r46 01�] I ( 11 I.i 1232 mm [46.51m FRONT VIEW Model UPC G007035-0 696471070354 G007036-0 696471070361 G007037-0 696471070378 G007038-0 696471070385 G007039-0 696471070392 G007042-0 696471070422 G007043-0 696471070439 Generac Power Systems, Inc. • S45 W29290 HWY. 59, Waukesha, WI 53189 • generac.com ' 2017 Generac. Pnww >Ysthrn5. Inc. All nghts sen'cu. A:I specific a: Mris ara sub;ect to change without noi:ce. PatI No. 11000000194 5/3117 m Ri, GENERAL' GENERAC° ACCESSORIES t • f► � • s • • Model 006873-0 • •••• •••••• DESCRIPTION Generac's Smart Power Management System is designed to optimize the performance of a standby generator. The system can consist of up to 8 individual Smart Management Modules (SMM). Unlike other load management systems that depend on another control device, the SMM modules are actually self - aware and operate autonomously. Frequency is the true measure of generator engine performance and does not need to factor in increased ambient temperatures, elevation changes or generator fuel type. The modules monitor the frequency (Hz) of the power being produced by Generac s standby generators and if it falls below a certain threshold, the module will automatically follow a power management algorithm to ensure that the generator is not overloaded. The modules can be set to a load priority between 1-8 or be set in a lock out only mode for loads that just simply do not need to run in an outage, therefore reducing the necessary size of the generator for a more cost effective so'ution. SMM SPECIFICATIONS PowerSupply Source ........ .-..................... ........-... ................... ........... .............................. ................................................................................................. 240 VAC (from Line input) SupportedVoltages................................................................................................................................................................. .... __ ... 11.1....................... 240 VAC Contactor Coil Voltage .... ..11.1 1 ... I. .................... . ................240 VAC CoilVA Inrush ....... ....... ...................... ...... ... ........................................... ....... ...... ................... .................................................. ........ .............................................................. 30 CoilVA Sealed ..... ............... ............................. ....................................... .............. ..... ........................................................ ......... _.. .... 6.5 Poles......... .. .............. .... .... _..... ......... ........2 ResistiveAmps... ..... ....... _....--..... __ __.............. ....... ................_..._ ..... .... . ............. _...... ...................................... ............. ...... ........ .................................. .50 F/L Inductive Amps ............................................ .......................................... ...._.............. .......................................... ........ .............................. _......... .... .... _...... .... . .... 40 LockedRotor Amps ......... _..... _...................... ...................................... ....... ..... . _...... .... .... ..... _........... ..... ........ .... __ _ _ ........ _ ..._............. .............. 240O� 240V Ul50............................... ... _....... ........ .......... ... .,.............. .... .......... ......................... ... .......... ..... ........ .............................................. ....... ,........ ...................................... Yes EnclosureRating. ............................ ................................................................. ............... ... .. ........................................................... ... ................ NEMA 311 GENERAC" GENERAC Smart Management Modules (SMM) Dimensions and UPC W1 10 Model 006873-0 Height (in/mm) Width (in/mm) H1 6.17/156.8 H2 2.36/60 1 W2 4,721120 Depth (in/mm) 3.7/94 Weight (Ibs/kilos) Shipping Weight (lbs/kilos) 2.06/0.94 2,44/1.11 UPC Code 696471068733 SMM Controls (located behind the cover of the module) LED ON = LOAD CONNECTED LED FLASH 1S = LOAD SHED PRIORITY LOCKOUT LED FLASH 3S = 30 MIN LOCKOUT 5 LOAD ON GENERATOR LED FLASH ISS = GEN LOAD LOCKOUT a 7 LED OFF = NO MODULE POWER O ® O O TEST 0 LOCKOUT DISABLED Priority Dial (A) — Sets module priority. Lockout Switch (B) — Prevents load horn operating when system is operating under generator power. Test Button (C) — Disables contactor output for a specified time. LED (D) — Provides module status with easy viewing through the external viewing window located in the upper right corner of the module. Generac Power Systems, Inc. • S45 W29290 HWY. 59, Waukesha, WI 53189 • generac.com GENERAC 02015 Generac Power SysternS, Inc. All rights reserved All Specifications are subject to change without notice. Bulletin OL1500-B Printed in U.S.A. 02/04/15 ------------------------ . ���������� • .0 *0�y�y�w. ICI • 1i� 1 I�I�I�I�I�I♦I�I I�!•�I I I I�Ii I�i� �I�I�I•V*ICI ►�I�I�I�I•�I�I�I�I�I�I�I�I�I�I�I I♦I�I�I�I�I�I�f �im w.0i'�+OVERi�i�i�I .�������������������I:I.�i�j�I♦lnil���i�;tI�I�I�f�I�I1 ..�. •.x. :c I�I�I�I�I�I�I�I�I; •�I�I�I�I�I�I�I�I�I�l�I`L �. AID *!�!• ����.�..i�Lil�l� ��j�I�I�I�I�I�I•2 41 p RKWAY i;m • ry imam i ♦ .,I,I,I,I,I�I,,*I• ,`I +, ' f . is i� i�i's \ ,1 1111 g si�� lei. �' 1 11 i��l�i�%ice �i�i�i�i�i`, `,���!• . • • • • • � 1 / • GARAGE C) f I �Ir• - ONESTORY • • • • 1 11 '• f• •��� . _SIR � • 1 1 • b • f NEW 22KW I ;�,• �y�,GENERATOR it ED'i • 1 �! OVER • ♦ `�:� 11 i •• •A1 ♦� • ♦ FT FROM ANY VENTS, P DOORS, WINDOWS, OPENINGS FROM EXHAU T SIDE. SCREENED WITH SHRUBS OR FENCE FROM STREET VIEW 'NNotary Public State of Florida 'm'i_•. •�i� _ •.a��.�f�` v r • ill •. • • .• ZoNiNG DE�,�41 GENERATOR SUPERCENTER OF BROWARD •• :11 NORTH E�'.. • • • ••1 1 PHONE:1 •11 1 1 1 .�� • 1 1 ::. r HURRICANE CONCRETE PAD FOR GENERAC GENERATORS (GENERAC UNITS LIMITS & REQUIREMENTS OF USE: 1) THE PAD AND THE SUPPORTED EQUIPMENT MUST BE LOCATED AT GROUND LEVEL. THIS TABLE DOES NOT APPLY TO ROOFTOP EQUIPMENT, EQUIPMENT LOCATED ON BALCONIES, OR ANY OTHER EQUIPMENT TO BE ELEVATED ABOVE GROUND LEVEL. 2) THE AREA UNDER CONCERETE SLAB ON GROUND SHALL HAVE ALL MATERIALS REMOVED PRIOR TO INSTALLATION ON COMPACTED SOIL AS VERIFIED BY OTHERS. MINIMUM SOIL COEFFICIENT OF FRICTION = 0.25 3) MAXIMUM DIMENSIONS AND WEIGHT OF GENERATORS UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. PAD WEIGHT TO BE VERIFIED BY OTHERS. 4) ORIGINAL EQUIPMENT MANUFACTURER INSTALLATION INSTRUCTIONS SUPERSEDE HURRICANE PAD INSTALLATION INSTRUCTIONS IF MORE STRINGENT. 5) ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 6) ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 7) THE ROLE OF THIS ENGINEER FOR THIS PROJECT IS THAT OF SPECIALTY ENGINEER AND NOT THE ENGINEER OF RECORD. CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. 8) THIS DOCUMENT IS GENERIC AND DOES NOT PERTAIN TO ANY SPECIFIC PROJECT SITE. 9) THIS ENGINEER SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR MEASUREMENTS. DIMENSIONS ARE SHOWN TO ILLUSTRATE DESIGN FORCES AND OTHER DESIGN CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST REMAIN WITHIN THE LIMITATIONS SPECIFIED HEREIN. 10) THIS ENGINEER SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO RE-EVALUATE THIS WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION AND INSTALLATION OF MATERIALS. 11) ALTERATIONS OR ADDITIONS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE THIS CERTIFICATION. 12) EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 13) PADS SHALL BE CONSTRUCTED WITH PRECAST CONCRETE, MINIMUM COMPRESSIVE STRENGTH, fc=7,000 PSI AT 28 DAYS. 14) ALL OTHER UNITS NOT SHOWN SHALL BE DESIGNED ON A CASE BY CASE BASIS. �P� • • ��C E N 3� i 15) CONTRACTOR SHALL PROVIDE 5/8" DIA. (0.675" O.D.) GALV. TUBE ASTM A53B SCH 40 MIN. OR 1/2- DIA. SOLID COPPER BAR SPIKE 4' MIN. EMBED. (SEE MIN. EMBED. AS PER CURRENT ELECTRICAL CODE, BY OTHERS) INTO GROUND THROUGH CONCRETE PAD FOR SLIDING RESISTANCE PURPOSE, 12 DIAMETERS EDGE DISTANCE FROM ANY CONCRETE FACE (NOT SHOWN). _� No. 80017 1 16) PADS / UNITS INSTALLED DIRECTLY ON ANY COASTLINE REQUIRE A HEAVIER AND LARGER PAD TO ACCOUNT FOR EXPOSURE D ; Table 28.3-1; Kz = 1.03 ENGINEERING DATA: 1) Analyses per 6th Edition (2017) of the Florida Building Code - Section 1620 High Velocity Hurricane Zones. ,. STATE OF .� 4 2) WIND LOADS & LOAD COMBINATIONS PER ASCE 7-10 SECTION 2.4.1 (LOAD COMBINATIONS), SECTION 29.5 & FIGURE 29.5.1 FOR: WIND LOADS ON OTHER STRUCTURES //�O��i� ` /C� O R `O P.' •�����\ K CATEGORY = 11 TABLE 1604.5 - RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES, SECTION 301.15 3) RI E MECHANICAL CODE, WIND RESISTANCE, AND 553.844 OF THE FLORIDA STATUTES WIND STORM LOSS MITIGATION. /�� S/ONAL 4) WIND LOAD: Wind Speed V = 180 MPH (RISK CATEGORY 11) F = qz'G"Cf'Af (Eq. 29.5-2) = 70.65 `Af (Ibs) qz = 0.00256Kz' Kzt' Kd " VA2 = 63.45 PSF Exposure C ; Table 28.3-1 Kz = 0A5 fl�ANl$ Figure 26.8-1 Kzt = 1.00 DiversiTech Corporation Table 26.6-1 Kd = 0.90 6650 Sugarloaf Parkway #100 11�.��y�' ■tti l�ti� ,`�Ta��=11 *■ - Figure 29.5-1 Cf = 1.31 Duluth, GA 30097 1:011; .11NGINI?'E IIA _ _' LLC :� 1 Ins Pr��e.,. • A:�in�l�_..l�.St.�ss of .join, Bu���e G = 0.85 800 397-4823 • • • • • • • • • • • W n 54.3 in. PAD LENGrH TYPICAL ANCHORAGE 10 V-3) 114• DIA - 51. "n DOLTS. W W, EOGE DISTANCE, 1-1 EAM0 MOCONCRETE (SASE PAN YYJ THICKNESS - C V AND ►@1 BEARNG STRENGTH QKSO uW mores %N . PAGE 1 of 1 UNIT / EQUIPMENT FG3154-4G PAD USED"MR • • • '180 RAPH 0.6(UNIT+ WIND 0.6(WIND PAD) LOAD MOMENT) . WEIGHT LB .• • LBS. LBS. RESISTING MOMENT FT-LBS. DESIGN CHECK MAXIMUM DIMENSIONS INCHES MINIMUM WEIGHT LBS. MODEL NUMBER WEIGHT LBS. PAD WIDTH IN • PAD PAD LENGTH THICK • • 1N. •IN• • WIDTH LENGTH HEIGHT GENERAC 09kW 25 48 29 340 FG5431-413 275 31 • •54. • 4 • 686• • B32 369.0 481 OK FOR 157 MPH GENERAC 11kW 25 48 29 348 FG5431-4G 275 316 • •54.3 a 4• 4 6 • •432 373.8 487 OK FOR 158 MPH GENERAC 16kW 25 48 29 406 FG5431-4G 275 31.3 54.3 4 683 0632 408.6 533 OK FOR 165 MPH GENERAC 20kW 25 48 29 448 FG5431-4G 275 31.3 54.3 4 683 632 433.8 566 OK FOR 170 MPH GENERAC 22kW 25 48 29 466 FG5431-4G 275 31.3 54.3 4 683 632 444.6 580 OK FOR 172 MPH • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . LOOZ '9Z Ae" of snolnajd palep slenuew s,jaumo pue uogepefsui pal000-jie mauag Ile ul suoilonifsw uogejlelsul sapasiadns 6uimeip slgl POWER SYSTEn/r•, JMC:..: .:...• No se permiten ventanas ni aberturas an la pared a una di A41 • • • • • • • • • • de 5 pies de cualquier parte del generador • • • • • • • / • . Pared Existente Distancia Minima • ti0 Pal adas• • r` • • • • • • • 60 Pulgadas de 18 Pulgadas 9 Espacio fibre desde 36 Pulgadas Part. Superior del 36 Pulgadas ventanas, puertas. Generador cualquier abenura an la pared, arbustos o vegetacidn de m6s de 12" de altos Esas direetriees est6n basadas en I El espacio libre desde Jos extremos y la pane delantera pruebas de la Fire generador recinto y el del generador debe ser de 36 pulgadas. Esto incluiria fabncante reouisito de aire FLow para 36 Pulgadas arbustos, 6rboies y cualquier tipo de vegetation. El U.^i funcionamiento correct0. Local espacio fibre an la parts superior debe ser de un minima cddigos pueden ser di'erente y mAs de 48 pulgadas desde cualquier estructura. alero a proyecciones desde la pared. El generador no cape restric+ivo que to que se describe aquicolocarse debajo de una cubierta u otra estructura qua este cerrada y que i:mitaria o contendria el flujo del aire. 'moll tie uleluoo to llwq pinom ore .i paso,o si legl alnpngs lauto io >loap a iapun paoe!d aq lou pinogs iole—ati aql Item .41 ww; suog0almd 10 6uegla� .'aA113 lls Rue woi; sagol � ET to wnwtutw a aq pinogs col Sul le ...E al3'uwlala6an lU mn J Aue pue wall 'sgn:gs apnlou Pill— siul sagoul 9E aq pinogs jolw4ua6 aql to Juo„ pue spua aql wog; ao —.13 j sagoul 9E ajaq paquosap sl legm uegl anl;olJlsaJ aJOw pue;uadapp aq /ew sapooleooq uogetadojadoidto;mou ile jol;uawannbed s jalnjoe;nuew ag3 pue alnsolaua joledau96 agl jo 61-11113al aril uodn paseq ate sauilapin6 asagl l461a4 ul „ZJ Ian. uogela6an to sgruus'Item agl u- s6wuado Aue'voop sagow 9t smoputm woly aoue-13 aouels;U wnwluijJ sagoul o9 sagou. gl Ilem du!lslx3 sagoul 09 iole;aua6 oul )o ;mod Aue wol; laa; g uµlitm • v palllwiad liem aql ul s6wuado,o smopu!m uN panozddV QUMUrld •MN1 'sw-=LLs.),s H�nnod Este dibujo anula las instrucciones de instalacidn de todos los manuales de instalacidn y del ropletarlo de equipos de Generac enfriados con aire cuya fecha de publication sea anterior al 26 de m4plARTM7. :a • r b I MS H/Z RS15i 1 41, � �j�� �I�i.. •I�/�I�I�I�I�I. ►;/�I�I�I�I�I�I�I�I�I�I�/� ,� ►� �I�I�I� �I�I�I ���I�I • • 11 ���►�I�I�i'.'J! :fir/�L�'� n ►�� i�I�I�I�,�I�I�I�I� � � '.I�I�I�I�I�I�I�I�If ICI ♦ •�. jiCNN �I�I�I . ��%�1-MR0 i� r ������j��f f�I*ICI /�I�I�I�I�`I�q��♦ �.� I�I�� � • t�I�I���I I I�I�I j�JiL►i� ♦ n I�If��I ;���j���j�jlj�j�/ ♦ i�j� " �` „\� s.� ��IaI LaLaL�.L.,LaI_aIs , " . • 1UJ 16.80 GARAGE.•i��i ii I 1r i • !�I. • D. _ • uj I / ONE •• f . f • • • • a • LOT 2 �♦ • C 1 {1 �•6.00, CD NEW 22KW GENERATOR OVER • i AT '9.00'NAVD. MORE THAN 10 FT FROM ANY VENTS, • a"OPENINGS FROM EXHAUST •1 ►`� iSIDE. SCREENED WITHREETVIEW SHRUBS OR FENCE FROM • • •II �;j �i\�y� �;j;� ice;! ♦ / • 1 a • • • • ; . �I • • • My l• Expires 0 Project: CHURCH 1ANENE, 1070 NE 95th STREET, ADVANTAGE GAS SERVICES MIAMI SHORES FL. 33138 16891 SW 139th PLACE Date: 9/18/19 Approved MIAMI FL. 33177 Scale: N.T,S PHONE: 305-979-8281 Drawn Bv: C.C. a aniel Santana LICENSE LPGX: L142062 EXISTING APPLIANCES New 22kw Generator CITY GAS NATURAL GAS LOAD ANALYSIS AND ISOMETRIC CITY BTU Total BTU 1 50,000 50,000 1 327,000 327,000 TOTAL BTU 377,000 GAS DESIGN CRITERIA GAS TYPE: NATURAL TOTAL DEMAND BTU: 377,000 LONGEST RUN: 70 FT INLET PRESSURE: LESS THAN 2.0 PSI PRESSURE DROP: 6.0 IN W.C. SPECIFIC GRAVITY: 0.6 PIPE MATERIAL: SCHED. 40 METALIC, POLYETHYLENE F.B.0 TABLE: 402.4 (4), 402.4(21) 1:1 PIPE SIZED BY BRANCH LENGTH METHOD FBC 402.4.2 NV-43IAG '00 EXISTING + RANGE tz 50000PLtTgB1NG PLANS o BTU Approved D P`v Disapproved 1" G.M. 11t A}� F Anode less Riser o,- & Notary Public State of Flonaa ? Carlo Cavallo N f My Commission GG 323605 ��oi ao Expires 06/30/2023 ���.a��www.w�ww.A Project: CHURCH JANENE, 1070 NE 95th STREET, `• "' VIA" SHQRESFf,33138 Date: % '9/.148/4 4 qd 0 Scale: N.T.S. ` Drawn By: C.C. aniel Santa a ....••. • . ...... . .... ••• • • • ••• • • SEDIMENT TRAP Anode less Riser NEW 22KW GENERATOR 32700O BTU ADVANTAGE GAS SERVICES 16891 SW 139th PLACE MIAMI FL. 33177 PHONE: 305-979-8281 LICENSE LPGX: L142062 Alciat'es 'S IrGtc�s' Inc. Ifessional Land Surveyors, Mappers & EnginLsers Iicate of Authorization NO. 29056 & NO. LE17538 Line: (305) 953-2600 I Fax : (305) 953—,!603 WWW.DAMLAASSOCIATESSER%ACES. COM BOUNDARY SURVEY SCALE = 1:20 CERTIFIED TO: - JANENE CHURCH 6 0 OCD O =72 ' PARKWAY Fo �. (S °8,16R&MFj o C a. F.I.P Y" �o ,yra 00 P XF , NNO ID �� 0' 'Ion O NO ID. 26 .77 pU • j CV O �• Lr' PAVERS j o CV / PAVERS N 10.00' 20' 19.60' j 3' M Ib 10.06' PL o GARAGE n 16.80 4 3' o� 9.82' PL 0 0) �a oco O 24.70 o m � r U 1 06 N 3,co LL o j ONE STORY °''s LU > 0 RES. # 1070 LOT 4 zo Q < co M LOT 2 o w FF=11.40' 10.0 �. O o 12.50' 6' 18.10' 1-6 1` 0.24' M 25.50' Lri O O LL ^/ 3.6 o I O 0 15.50' LOT 3 f00N PAVERS �o \ll % 3' . A� 0.20' 00• I O� 00+ 25.00 �.97 =AZI 0.10' -:T- F.I.PYi'_ �5' U.E. x x —jX.— F.NA L_ NO ID NC.L.F.4' o + C.L.F.4' 0 &DIS VV 81.16' (R&MF)�� LOT 10 LOT 11 LOT 12 LEGEND & ABBREVIATIONS A -ARC. DISTANCE C.UP. - CONCRETE UTIUTY{OLE L.M.E.-LAKE MAINTENANCE POT -POINT OF TANGENCY STY. -STORY - OVERHEAD UTILITY LINES A,/C- AIR CONDITIONER PAD CP-CONCRETEPORCI EASEMENT P.O.C-POWTOF SWK-SIOEWAX ZZ�L - CONCRETE BLOCK WALL(C.B.S) AE.-ANCHOR EASEMENT C.S.-CONCRETE SLAB '-MINUTES COMMENCEMENT S.L.P.-SETIRONPIPE - - CHAIN LINK FENCE(C.LF) AR. -ALUMINUM ROOF CW-CONCRMWALK (M)- MEASURED DISTANCE PO.B.-POINTOF BEGINNING S.I.R.-SETIRONROD -A� ASLUMINUMSHED D.E.- DRAINAGE EASEMENT IMF) -MEASURED FIELD PR.C-POWTOFREVERSE S.P.-SCREENED FOR CH ��— -ION FENCE(LF.) ASPH-ASPHALT D.M.E.- DRAINAGE MAINTENANCE M.E-MAINTENANCE CURVATURE sV-SEWER VALVE -WOOD FENCE(W.F.) B.C.-BLOCCCORNER EASEMENT EASEMENT PWY-PARKWAY •-SECONDS �I -�0� -ELEVATIONS BLDG.-BUtl.OIM DRWY-ORNEWAY M.H.-MANHOLE P.R.M.- PERMANENTREFERENCE T- TANGENT B.M.-BENCHMARK •- DEGREES NAP.-NOTAPARTOF MONUMENT TWP-TOWNSHIP BOB .-BASISOFBEARING ELEV-ELEVA71ON NGVD- NATIONAL GEODE71C PLS.-PROFESSIONALLAND UTIL.- UTIUTY (C)-CALCULATED ENCR.•ENCROACHMENT VERTICAL DATUM SURVE1CR U.E-UTIUNEASEMENT CONTACT YOUR PROCESSOR CB.-CATCHBASIN F.H.-FIRE HYDRANT NTS-NOTTOSCALE PP-POWERPOLE U.P.-UTIUTYFOLE CBS-CONCRETEBLOCK F.I.P.-FOUNDIRONPIPE NOr NO. -NUMBER P.U.E.-PUBUCUTlUlY WM.-WATERMETEH STRUCTURE F.I.R.-FOUNDIRON ROO C/S-OFFSET EASEMENT W.F.-WOOD FENCE �• CBW- CONCRETE BLOC( WALL F.F.E.-FINISHED FLOOR OH, OVERHEAD WP.-WOOD PORCH CN.-C310M ELEVATION O.H.L.- OVERHEAD UTIUTYUNES (R}RECORD DISTANCE WR.-WOODROOF CHB.-CHORD BEARING FAD. -FOUND NAIL&DISK 0R.B- OFFICIAL RECORDS BOOK R.R.-RAILROAD WV-WATERVA.VE CHI. -CHORD LENGTH FT. -FEET CYR OVERHANG RES-RESIDENCE M-MONUMENTUNE / CL-CLEAR FNIP.-FEDERAL MARONAL PVMT-PAVEMENT R/W-RIGHT-0FWAY L- CENTERLINE CO_ CLEAN OUT INSURANCEPROGRAM PL-PLANTER RAD.-RACUSORRADIA. DEL TA C.L.F.-CHAIN LINK FENCE F.N.-FOUND COAL PL-PROPERTYUNE RGE-RANGE t-PROPERTYUNE ❑ CME-CANAL MAINTENANCE IN.&EG.- INGRESS AND EGRESS P.CC-POINTOFOOMPOUND ROE-ROOFOVERHANG 0 EASEMENT EASEMENT CURVATURE EASEMENT VAN CONC-CONCRETE LP-UGHTPOLE PC -POINT OFC/RVAIURE SEC -SECTION L F E. - LOWEST FLOOR ELEVATION LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY • THERE MAY BE EASEMENTS RECOOED IN THE PUBLIC RECORDS NOT SOWN ON THIS SURVEY. DRAWN BY: NH • EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. •THIS SURVEYIS SU&IECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. • LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. • BOUNDARY SURVEY MEANS A DRAWING AND/OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE ANHOR NOT TO SCALE CHECKED BY: FA EASECTED OTHERWISE THE TEERMTENCOACHMENT'MEANS VISIBLE AND ABOVE GAS SHOWN ARE PER PLA T BOOK, UNLESS IROUND ENCROACHMENTS. • ARCHITECTS SMALL VERIFY ZONING REGULATIONS, RESTRICTIONS, SETBACKS AND WILL BE RESPONSIBLE FOR SUBMITTING • PLOT PLANS WITH CORRECT INFORMATION FOR 'APPROVAL FOR AUTORIZATION' TO THE PROPER AUTHORITIES IN NEW SCALE: 1"= 20' CONSTRucTION • UNLESS OTHERWISE NOTED, THIS FIRM HAS NOT ATTEMPTED TO LOCH TE FOOTING ANDOR FOUNDATIONS. • FENCE OWNERSHIP NOT DETERMINED. FIELD DATE: 08-26-2019 THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON, THECERTIFICATE • DOES NOT EXTEND TO ANY UNNAMED PARTY. • ELEVATION DATUM USED NOVO 1929 • SURVEYOR'S NOTES: JOB NO: 19-67763 1 CERTIFICATE OF AUTHORIZATION LB 97538. NOT VAUD WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL. 2 W£WILL NOTEE RESPONSIBLE— -YLlSTANCE, ANGLE OR ELEVATIONS TAKE FROM THIS DRALMNG FOR ANYPUR —F2'SIGNOR SHEET: 1 OF 1 °A`°"`""°'� CLIENT: JANENE CHURCH PROPERTY ADDRESS: 1070 NE 95 STREET MIAMI SHORES, FL 33138 LEGAL DESCRIPTION: LOT 31 OF K/RBY S ADDITION TO MIAMI SHORES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 41, PAGE 44, OF THE PUBLIC RECORDS OF MIAMI-DADS COUNTY, FLORIDA. ELEVATION INFORMATION: BM-B-62 ELEVATION = 8.66' {29} THESE ELEVATIONS WERE MEASURED USING SURVEY -GRADE GLOBAL POSITION SYSTEM EQUIPMENT, THAT UTILIZES THE F.D.O.T. PERMANENT REFERENCE NETWORK AS ITS HIGH ACCURACY REFERENCE NETWORK (H.A.R.N) �. BASED ON THE FLOOD INSURANCE RATE MAP OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY DATED OR REVISED ON 09-11-09 THE HEREIN DESCRIBED PROPERTY IS SITUATED WITHIN ZONE X/AE B.CORN BASE FLOOD ELEVATION N/A / 8.00 COMMUNITY 120652 PANELAVi IMBER 0306 i SUFFIX L EFFECTIVE PAN�L.DArE 09-81•.09,. < .." • .. • • • • s • • 1 • •••••• ••• • ••••• w •• •• •• V•rt••• X• SURVEYOR - CHAIN LINK FENCE ON 2.5' M 40CATED ON THE SOUTH SIDE OF SUBJECT PROPERTY. - POWER POLE ON 2.5' U.E. LOCATED ON THE - SOUTH SIDE OF SUBJECT PROPERTY. NOTE -BEFORE ANY CONSTRUCTION THE SET BACKS MUST BE CHECKED THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. LOCATION SKETCH SCALE =N.T.S. NE 95th STREET L0T7 I LOT LOTS 1 LOT � OT LOT Y \LOT w LOT LOT LOT 10 LOT 71 LOT 12 X 0 WAV I LA & Associates ,Services, Inc. T11•yOT. � IsgN•aro CERTIFICATE OF AUTHORIZATION NO. 29056 CERTIFICATE OF AUTHORIZATION NO. 7538 14750 NW 77 CT SUITE 204 MIAMI LA ES, L 33016 P NE: 05) 9 2600 BY. FRANCISCOAAGUIRRERE, P.L.S. (08-26-2019) PROFESSIONALLANDSURVEYORNO.: 3354 STATEOFFLORIDA (VALID COPIES OF TEAS SURVEY WILL BEAR THE EMBOSSED SEAL OF THEATTESRNG LAND SURVEYOR). SURVEYOR'S CERTIRCATION. I HEREBY CERTIFY TO: THAT THE ATTACHED BOUNDARY -SURVEY OF THE ABOVE DESCRIBED PROPERTY, IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF, AS RECENTLY SURVEYED AND PLOTTED UNDER MY RESPONSIBLE DIRECTION, AND THAT THERE ARE NO ABOVEGROUND ENCROACHMENTS UNLESS SHOWN THEREON. I FURTHER CERTIFY THIS SURVEY MEETS THE STANDARDS -OF -PRACTICE FOR BOUNDARY -SURVEYS, PURSUANT TO SECTION 472,027, FLORIDA STATUTES, AND ADOPTED IN CHAPTER 5J-17.050, FLORIDA ADMINISTRATIVE CODE. EFFECTIVE DATE JANUARY 1, 2010; AS AMENDED FEBRUARY 23, 2005.