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EL-18-1565Miami Shores Village 10050 N.E. 2nd Avenue N Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Issue Date: $I Permit NO. EL-5-18-1565 Permit Type: Electrical - Residential Work Classification: Generator Permit Status: APPROVED 2018 Expiration: 01/29/2019 Parcel Number Applicant 9100 N BAYSHORE Drive Miami Shores, FL 33138- 1132050010560 Block: Lot: ROBERT HUNDERVADT Owner Information Address Phone Cell ROBERT HUNDERVADT 9100 N BAYSHORE Drive MIAMI SHORES FL 33138-3408 (305)759-1765 Contractor(s) Phone Cell Phone NOVOA ELECTRICAL CONTRACTOR (786)287-4220 (305)824-2858 Valuation: Total Sq Feet: $ 3,900.00 0 Type of Work: INSTALLATION OF STAND BY GENERATOR Additional Info: INSTALLATION OF STAND BY GENERATOR Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Miscellaneous Fee Permit Fee - Additions/Alterations Scanning Fee Technology Fee Total: Amount $2.40 $7.27 $4.85 $0.80 $60.00 $484.65 $9.00 $3.20 $572.17 Pay Date Pay Type Invoice # EL-6-18-67838 08/02/2018 Check #: 7645 06/07/2018 Credit Card Amt Paid Amt Due $ 522.17 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final Review Electrical Review Electrical Review Planning Review Structural Review Plumbing Review Building Review Building 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 at all wor ill be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do t' - work s-d. August 02, 2018 Authorized Signature: Owner / Applicant / Contractor / Age Date Building Department Copy August 02, 2018 1 Q__\\76 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 Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL RECEIVED JU^N 09 �018 tiVl ['PLUMBING❑ MECHANICAL ❑PUBLIC WORKS ElCHANGE OF CONTRACTOR JOB ADDRESS: q/ N OO 64- t S 3 J2 . City: Miami Shores Countv: Miami Dade FBC 201-4 �.1 IS' 1 S(OS . ❑ CANCELLATION ❑ SHOP DRAWINGS zip: 33 ! 33' - 39 off Folio/Parcel#: / ! ' ?O-r — 00 - alto 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): / 0 Z4a f /171/Ub€ V*Dr Phone#: "747 ^?CV' 41I (98 Address: 1/00 A) r24¢7,S//02t" J2. City: 1"1/a4 S ta State: 7L Zip: 33133- 3y0? Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: A0 J DA C 'atf Cfi&l 4.zhr Address: 8/ / /lilt/ 9/ y' t- c.W)T City: e-DL - State: Qualifier Name: OSt/,4 _/}o Phone#: �`{7/ 9o)o zip: 33 / do 'o Phone#: State Certification or Registration #: E l 3 0 067 73 / Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: Value of Work for thisisPermit: $ 3, 900. 00 IBJ Type of Work: Addition ❑ Alteration Description of Work: .SUS CL d of State: Zip: Square/Linear Footage of Work: ❑ New ❑ Repair/Replace r' ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ 7 6174 Scanning Fee $ Radon Fee $ 4 • Technology Fee $ Structural Reviews $ CCF $ DBPR $ Z• 2-4 CO/CC $ Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ S Z • 1� (Revised02/24/2014) Bondinp'Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be deliver- • to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commenceme ust be po ed a e job site for the first inspection which occurs seven 7 days after the building f p () y ft permit is issued. In th= .1.serice of such psted tice, the L. inspection will not be approved and a reinspection fee will be charged. j Signature 20 OWNER or AGENT The foregoing instrument was acknowledged before me this 9 day of ,20 it ,by /2L66Eo r Af dam , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Priiq Seal: ***************** u i :it MY COMMISSION # FF 909662 `•. . as EXPIRES: August 31, 2019 oa F;RP' Bonded Thru Notary Public Underwriters V. ANA I. BENCOMO Signatur CONTRACTOR The foregoing instrument was acknowledged before me this day of ‘271/14‘. ,20 it ,by '' /NI £& , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUB Sign: P Seal: ,a,.'.."y" ANA I. BENCOMO ' ,_ EXMY COMMISSION # FF 909662 •*• Wain :_c EXPIRES• enrnict 31 2019 .? os °,` Bonded Thru Notary Public Underwnters ************************************************************ APPROVED BY .2 t1LY/a 3 Plans Examiner (Revised02/24/2014) 7/or Structural Review /-TJOG—d'/tf 41- Zoning Clerk Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3205-001-0560 Property Address: 9100 N BAYSHORE DR Miami Shores, FL 33138-3408 Owner ROBERT HUNDEVADT BERTHA HUNDEVADT Mailing Address 9100 N BAYSHORE DR MIAMI SHORES, FL 33138 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/3/0 Floors 1 Living Units 1 Actual Area 2,078 Sq.Ft Living Area 1,958 Sq.Ft Adjusted Area 1,998 Sq.Ft Lot Size 8,750 Sq.Ft Year Built 1953 Assessment Information Year 2018 2017 2016 Land Value $315,000 $315,000 $293,300 Building Value $149,850 $136,277 $136,277 XF Value $43,081 $8,711 $8,807 Market Value $507,931 $459,988 $438,384 Assessed Value $274,358 $232,735 $227,949 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $233,573 $227,253 $210,435 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (.e. County, School Board, City, Regional). Short Legal Description WATERSEDGE PB 9-141 LOT 33 & ELY2OFT OF LOT 32 BLK 2 LOT SIZE 70.000 X 125 OR 13520-3783 1287 1 Generated On : 6/7/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $224,358 $182,735 $177,949 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $249,358 $207,735 $202,949 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $224,358 $182,735 $177,949 Regional Exemption Value J $50,0001 $50,000 $50,000 Taxable Value $224,358 $182,735 $177,949 Sales Information Previous Sale Price OR Book -Page Qualification Description 07/16/2009 $400,000 26962-3952 Qual by exam of deed 12/01/1987 $115,000 13520-3783 Sales which are qualified 10/01/1985 $105,000 12697-0597 Sales which are qualified 07/01/1985 $81,000 12591-2625 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: Invoice Advanced Gas & Generator Contractors LLC dba Total Power & Gas Contractors 4794 SW 75th Ave Miami, FL 33155 305-471-9010 Bill To Ship To Robert & Bertha Hundevadt 9100 Bayshore Dr Miami Shores, FI 33138-3408 Robert & Bertha Hundevadt 9100 Bayshore Dr Miami Shores, FL 33138-3408 Terms Sales Rey -=ntative Account # Invoice Date Invoice # WS 1/15/2018 2205 Quantity Item Code Desc iption Unit Price Amount 1 Gen22 KW Generac 22-KW Air Cooled Generator with 200 AMP 4,897.00 4,897.00T Automatic Transfer Switch 1 Break In Service Char... Break -In Service Charge 250.00 250.00T 1 01 Plans and Permits Plans and Permits 1,900.00 1,900.00 I Concrete Pad Concrete pad for generator 650.00 650.00 1 Standard Installation ** Standard Installation includes: Generator start-up, all 2,000.00 2,000.00 programming for generator and transfer switch, acquire activation code to register all equipment for warranty purpose; check voltage, fluid levels, fuel pressure, adjust all regulators to meet manufacturer specs; battery and battery installation; customer orientation and preparation of final package (plans, survey, elevation certificate and proof of all required inspections).** 1 Electrical Run Electric run cost 45' 3,900.00 3,900.00 1 Gas Run Gas run cost 30' 1,450.00 1,450.00 1 Crane & Delivery Crane Service 750.00 750.00 ' 1 Smart Management M... Load Shedding Modules 250.00 250.00 1 Battery MT-26 Generator battery (MT-26) I35.00 135.00 Thank you for your business! subtotal $16,182.00 Sales Tax (7.0%) $360.29 Make all checks payable to Total Power & Gas Contractors Total $16,542.29 Payments/Credits -$7,112.29 Balance Due $9,430.00 16/20/22 kW GUARDIAN® SERIES Residential Standby Generators Air -Cooled Gas Engine INCLUDES: • True PowerT'' Electrical Technology • Two Line LCD Multilingual Digital Evolution.' Controller (English/Spanish/ French/Portuguese) • Two Transfer Switch Options Available: 100 Amp Pre -Wired Switch or 200 Amp Service Rated Switch. See Page 4 for Details. • Electronic Governor • External Main Circuit Breaker, System Status & Maintenance Interval LED Indicators • GFCI Duplex Outlet • Sound Attenuated Enclosure • Flexible Fuel Line Connector • Composite Mounting Pad • Natural Gas or LP Gas Operation • 5 Year Limited Warranty • Capability to be installed within 18" (457 mm) of a building* c Standby Power Rating L • r i •- n -• • ••4t1, • • • • • • • •• •• •• • • •:• • •t• •• as • • • • • __ ..-' GENEl AG'. •, QUIET TEST us • • • • •• • • • • USTED Note: CUL certification only applies to unbundled unts and units packaged with pre -wired 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 other- wise directed by local codes. • FEATURES O INNOVATIVE DESIGN & PROTOTYPE TESTING are key components of GENERAC'S success in "IMPROVING POWER BY DESIGN." But it doesn't stop there. Total commitment to component testing, reliability testing, environmental testing, destruction and life testing. plus testing to applicable CSA, NEMA. EGSA, and other standards. allows you to choose GENERAC POWER SYSTEMS with the confidence that these systems will provide superior performance. TRUE POWER`" ELECTRICAL TECHNOLOGY: Superior harmonics and sine wave form produce Tess 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. O TEST CRITERIA: PROTOTYPE TESTED SYSTEM TORS ONAL TESTED W NEMA MG1-22 EVALUATION MOTOR STARTING ABILITY GENERAC PROMISE ' ENGINEENEDf 418 BUILT. O SOLID-STATE, FREQUENCY COMPENSATED 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%. O 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. O GENERAC TRANSFER SWITCHES. Long life and reliability are synonymous with GENERAC POWER SYSTEMS. One reason for this confidence is that the GENERAC product line includes its own transfer systems and controls for total system compatibility. • Bdilt rn the USA us,g Sornesflt and foreign pars. a 16/20/22 kW GENERACf features and benefits Engine •Generac (OHVI) design • Quiet Test- • "Spiny-lok" cast iron cylinder walls •Electronic ignition/spark advance •Full pressure lubrication system •Low oil pressure shutdown system •High temperature shutdown 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. Greatly reduces sound output and fuel consumption during bi-weekly exercise, compared to other brands. Rigid construction and added durability provide long engine life. These features combine to assure smooth. quick starting every time. Pressurized lubrication to all vital bearings means better performance, less maintenance and longer engine life. Now featuring up to a 2 year/200 hour oil change interval. Shutdown protection prevents catastrophic engine damage due to low oil. Prevents damage due to overheating. Generator • Revolving field • Skewed stator •Displaced phase excitation • Automatic voltage regulation •UL 2200 listed Transfer Switch •Fully automatic •Pre -wired, color -coded conduits (Pre -wired switches only) • Remote mounting •••. Allows for a smaller, light weight unit that operates 25% more efficiently than revclviag armature generator. Produces a smooth output waveform for compatibility with electronic equipmgrq.• • • .•• • •• Maximizes motor starting capability. Regulates the output voltage to ±1 % prevents damaging voltage spikes. For your safety. Transfers your vital electrical loads to the energized source of power. Ensures the easiest, trouble -free installation. Mounts near your existing distribution panel for simple. low-cost installation. • ••.• • • • •.• • �•�...., _ __ ��.so. •. •• •• • • • • • • • • • •• • • • • • • • • • ••• • • •• . • . • •• • Evolution'" Controls •Auto/Manual/Off illuminated buttons •Two-line LCD multilingual display •Sealed, raised buttons •Utility voltage sensing •Generator voltage sensing • Utility interrupt delay •Engine warm-up •Engine cool -down • Programmable exerciser •Smart battery charger • Electronic governor Selects the operating mode and provides easy, at -a -glance status indication in any condition. Provides homeowners easily visible logs of history, maintenance and events up to 50 occurrences. Smooth, weather -resistant user interface for programming and operations. Constantly monitors utility voltage. setpoints 60% dropout, 80% pick-up, of standard voltage. Constantly monitors generator voltage to ensure the cleanest power delivered to the home. Prevents nuisance start-ups of the engine, adjustable 2-1500 seconds from the factory default setting of 5 seconds by a qualified dealer. Ensures engine is ready to assume the load, setpoint approximately 5 seconds. Allows engine to cool prior to shutdown, setpoint approximately 1 minute. 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. Delivers charge to the battery only when needed at varying rates depending on outdoor air temperature. Maintains constant 60 Hz frequency. Unit •SAE weather protective enclosure •Enclosed critical grade muffler •Small, compact. attractive INIOMMINIONMIIIMMY Installation System • 1 ft (305 mm) flexible fuel line connector •Composite mounting pad Sound attenuated enclosure ensures 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. Electrostatically applied textured epoxy paint for added durability. Quiet. critical grade muffler is mounted inside the unit to prevent injuries. Makes for an easy, eye appealing installation. as close as 18" away from a building.* Absorbs any generator vibration when connected to rigid pipe. Eliminates the need to pour a concrete pad unless required by local municipalities. • 16/20/22 kW GENERAC2 specifications Generator Model Rated Maximum Continuous Power Capacity (LP) Rated Maximum Continuous Power Capacity (NG) Rated Voltage Rated Maximum Continuous Load Current — 240 Volts (LP/NG) Total Harmonic Distortion Main Line Circuit Breaker Phase Number of Rotor Poles Rated AC Frequency Power Factor Battery Requirement (not included) Unit Weight (lb/kg) Dimensions (L x W x H) in/mm Sound output in d8(A) at 23 ft (7 m) with generator operating at normal load — Sound output in dB(A) at 23 ft (7 m) with generator in Quiet -Test"' low -speed exercise mode" Exercise duration 006459-0,006461-0, 006462-1, 006721-0 (16 kW) 16,000 Watts' 16,000 Watts' 240 66.6/66.6 Less than 5% 65 Amp 1 2 60 Hz 1.0 513%232.7 (Steel): 448/203.2 (Aluminum) 66 60 5 min 006729-1, 006730-0, (20 kW) 20,000 Watts' 18,000 Watts' 240 83.3/75 Less than 5% 90 Amp 1 2 60 Hz 1.0 Group 26R, 12 Volts and 525 CCA Minimum 516/234.1 48 x 25 x 29/1218 x 638:732• • • 66 •• • 60 • 5 min Engine Type of Engine Number of Cylinders Displacement Cylinder Block Valve Arrangement Ignition System Governor System Compression Ratio Starter Oil Capacity Including Filter Operating rpm Fuel Consumption Natural Gas 006551-1, 006552-0 (22 kW) 22,000 Watts' 19,500 Watts' 240 91.6/81.3 Less than 5% 100 Amp 1 2 60 Hz 1.0 526•'23S 6 • • • • • • • Z ••6• • "58 • •� • • • ..1.111•061..._..,MOIm•....1..•, _._,•�. •••• • • • • GENERAC OHVI V-TWIN 2 992 cc Overhead Valve Solid-state w/ Magneto Electronic 9.5:1 12 Vdc Approx. 1.9 gV1.8 L 3,600 GENERAC OHVI V-TW1}J'; • •; 2 •• •• 999 cc Aluminum w/ Cast Iron Sleeve • Overhead Valve , • Solid-state w/ Magnet • • • Electronic 9.5:1 12 Vdc Approx. 1.9 gV1.8 L 3,600 GENERr gi-IV1-TWIN 2 •• 99cc Solid -sett w/•Magneto •Electirnie •61.51 12 Vdc Approx. 1.9 gV1.8 L 3,600 ft3/hr (m3/hr) 1/2 load 193 (5.47) 205 (5.8) 184 (5.21) Full Load 312 (8.83) 308 (8.72) 281 (7.96) Liquid Propane ft3/hr (gal/hr) [I/hr] 1/2 Load 72.4 (1.99) [7.53) 75.6 (2.08) [7.87) 83 (2.16) [8.16) Full Load 130 (3.19) [13.53] 140 (3.85) [14.57) 127 (3.68) [13.99] Note: Fuel pipe must be sized for full Toad. Required fuel pressure to generator fuel inlet at all load ranges - 3.5-7' water column (7-13 mm mercury) for natural gas,10-12" water column (19-22 mm mercury) for LP gas. For Btu content, multiply ft3/hr x 2500 (LP) or ft3/hr x 1000 (NG). For Megajoule content, multiply m3/hr x 93.15 (LP) or rn3/hr x 37.26 (NG) • • • • •• • • • Controls 2-Line Plain Text Multilingual LCD Display Mode Buttons: Auto Manual Off Ready to RurVMaintertance Messages Engine Run Hours Indication Programmable start delay between 2-1500 seconds Utility Voltage Loss/Return to Utility Adjustable (Brownout Setting) Future Set Capable Exerciser/Exercise Set Error Warning Run/AtarnVMaimenance Logs Engine Start Sequence Starter Lock -out Smart Battery Charger Charger Fault/Missing AC Warning Low Battery/Battery Problem Protection and Battery Condition Indication Automatic Voltage Regulation with over and Under Voltage Protection Under-Frequency/Overload/Stepper 0vercurrent Protection Safety Fused/Fuse Problem Protection Automatic Low Oil Pressure/High 0i1 Temperature Shutdown Overcrankl0verspeed (@ 72 Hz)/rpm Sense Loss Shutdown High Engine Temperature Shutdown Internal FaulVlncorrect Wiring Protection Common External Fault Capability Field Upgradable Firmware Simple user interface for ease of operation. Automatic Start on Utility failure. 7 day exerciser. Start with starter control, unit stays on. II utility fails, transfer to load takes place. Stops unit. Power is removed. Control and charger still operate. Standard Standard Standard (programmable by dealer only) From 140-171 V/190.216 V Standard 50 Events Each Cyclic cranking: 16 sec on, 7 rest (90 sec maximum duration). Starter cannot re-engage until 5 sec atter engine has stepped. Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard Standard • .'Sound levels are fak0 from the front of ltw generator. Sound levels taken from other sides of the generator rrxrj be higher oepyrdytg on installation paralreters Rating dot nibons - Standby: Applicable for supplying emergency pcuer for tte duration cf the util,ty novof outage. No overload capability is available to this rating. (All ratings in accordance wur 8S5514, IS03046 and OIN6271) - Maecum warage and current are subject to and limited by such factors as fuel 6tuYroga(ode content ambient rerroeraoxe. attitude. engine power an0 condition, etc. Madnum power decreases abed 3.5 percent ra each 1.000 feet (304 8 meters) above sea level; and also will deaeaa about 1 percent for each 6 `C I10'Ft above 18'C (50 =F). 16/20/22 kW Pre -wired Features available on Steel 16 kW models only • 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. • Main contacts are silver plated or silver alloy to resist welding and sticking. • NEMA 1 (indoor rated) enclosure is standard on the pre -wired switch, • Pre -wired 30 foot (9.1 meter) whip to connect to the provided 5 foot pre - wired whip and external connection box. • Pre -wired 2 foot (0.61 meter) whip. color coded to connect into the existing electrical panel. Dimensions 01141 Model No. of Poles Current Rating (Amps) Voltage Rating (VAC) Utility Voltage Monitor (Fixed)` -Pick-up -Dropout Return to Utility` Exercise weekly for 12 minutes' UL Listed Total of Pre -wired Circuits No. 15 A 120 V No. 20 A 120 V No. 20 A 240'V No. 30 A 240 V No. 40 A 240 V No. 50 A 240 V Circuit Breaker Protected Available RMS Symmetrical Fault Current @ 250 Volts `Function of Evolution Controller Mechanical Dimensions Height Width Depth H1 H2 W1 W2 in 23.5 26.4 8.3 12.6 6.3 mm 597 671.7 211 320.7 159.6 Wire Ranges Conductor Lug Neutral Lug Ground Lug 2/0-#14 2/0-#14 2/0-#14 GENERAC' J switch options • • • • . •• • .••. • • • • • • 006461-0 (16 kW) 2 100 120/240, 10 80% 60% approx. 15 sec. Standard Standard 16 5 '5 1 •I••• •1••• • • • •• • • 10,000 •••• • • •.•• •• :. ' .• • • • • •— • Hy • • HI , • ';• • . n •. T-, ;r •• • ! wn — - •• • • • • • • • Service Rated Switch Features • Electrically operated, mechanically -held contacts for fast, clean connections. • Rated for all classes of load, 100% equipment rated, both inductive and resistive. • 2 pole, 250 VAC contactors. • Service equipment rated, dual coil design. • Rated for both aluminum and copper conductors. • NEMA/UL 3R aluminum outdoor enclosure. • Main contacts are silver plated or silver alloy to resist welding and sticking. Model No. of Poles Current Rating (Amps) Voltage Rating (VAC) Utility Voltage Monitor (Fixed)' -Pick-up -Dropout Retum to Utility* Exercise weekly for 12 minutes- UL Listed Enclosure Type Withstand Rating (Amps) Lug Range `Function of Evolution Controller Dimensions 200 Amps 120/240, 1 o Open Transition Service Rated Height Width Depth H1 ] H2 W7 W2 in 27.24 I 30.0 11.4 13,5 7.09 mm 692.0 1 762.4 289.0 343.0 180.0 006462-1 (16 kW)/006729-1 (20 kW)/006551-1 (22 kW) 2 200 120/240, 10 80% 60% approx. 13 sec. Standard Standard NEMA/UL 3R 22,000 250 MCM - #6 --- Yi' -- • 16/20/22 kW GENERACt available accessories Model # 006463-3 005819-0 006212-0 005621-0 005839-0 - Bisque 005666-0 - Gray 005703-0 - Bisque 005704-0 - Gray 006484-0 -16 kW 006485-0 - 20 & 22 kW Product Mobile Link' 26R Wet Cell Battery Cold Weather Kit Auxiliary Transfer Switch Contact Kit Fascia Base Wrap Kit* (Standard on 22 kW) Paint Kit* Description Generac's Mobile Link allows you to check the status of your generator from anywhere that you have access to an Internet connection from a PC or with any smart device. You wit even be notified when a change in the generator's status occurs via e-mail or text message. 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®). If the temperature regularly falls below 32 °F (0 °C), a cold weather kit is required to maintain optimal battery and oil temperatures. Kit consists of a battery warmer and oil filter heater with built-in thermostats. The auxiliary transfer switch contact kit allows the transfer switch to lock out a single large electrical load you may not need. Not compatible with 50 amp pre -wired switches. The fascia base wrap snaps together around the bottom of the new air cooled genesaiorsi This offers a sleek, contoured appearance as well as offering protection from rodgrtts and inslegtg b}icovering .... lifting holes located in the base. • • • • •• • •••• • If the generator enclosure is scratched or damaged, it is imporiaottatotoch-up the paint to protect • from future corrosion. The paint kit includes the necessary pai jtgigihoerly maintain of touch-up a, generator enclosure. ••.• •••. Generac's scheduled maintenance kits provide all the hardware rreeesaery to perfotiT*otmplete routine maintenance on a Generac automatic standby generator • • • • Completely wireless and battery powered, Generac's wireless i2mot1 Rlonitor provides yM with 006664-0 instant status information without ever leaving the house. Not ernpttiE: with CorePower or EcoGen systems. • • • • Smart Management Modules are used in conjunction with t;le Agterjlatic Transfer Switch to • 006873-0 increase its power management capabilities. It provides additional power mat egerr.nent flexibility not found in any other power management system. • • • * Note: Bisque kits are used in conjunction with steel enclosures. Gray kits are used in conjunction with aluminum enclosures. • • • � • • Scheduled Maintenance Kit Wireless Remote Monitor Smart Management Module (50 Amps) dimensions & UPCs 731.9 mm (28.8 in) 1_ L Dinvnsicns shown are approximate. Refer to installation manual for exact dimertsiens. DO NOT USE THESE DIMENSIONS FOR INSTALLATION PURPOSES. 637.6 mm [25.1 in] 642 mm (25.3 in] LEFT SIDE VIEW GENERAC 1218 mm Model UPC 006459-0 696471064599 0064610 696471064612 006721-0 696471067217 006729-1 696471067293 006730-0 696471067309 006551-1 696471065510 006552-0 696471065527 006462-1 696471064629 FRONT VIEW Generac Power Systems, Inc. • S45 W29290 HWY. 59, Waukesha, WI 53189 • generac.com ©2015 Generac Power Systems. Inc. All rights reserved. All specifications are subject to change without notice. Bulletin 0K8458-F Printed in U.S.A. 0410/15 • Automatic Transfer Switches GENE ', AC® Service and non -Service rated Automatic Smart Transfer Switches 100 - 400 Amps, Single Phase GENERACyi • • • • • • • • • • . • •. • • • • • • • • • • • • • • • • • • • • •'••• • • • • • • • • • • • • • • • • 4 • • ••? •• • t • • w. N • :bJl.��.,:rt.•.:-2^ • • • • • c LISTED ••• • • • •• • • • • • • • • • • • • • VW N OI UBA ul• 6m•t ind WWI Ws • • • • *CUL only applies to non -service rated switches Description Generac Automatic Transfer Switches are designed for use with single phase generators that utilize an Evolution TM or NexusTM Controller. The 100, 200, and 400 amp open transition switches are available in single phase in both service equipment rated and non -service equipment rated configurations. The 150 and 300 amp open transition switches are only available in a service rated equipment configuration. Standard Features Service rated (RTSW) Generac Automatic Transfer Switches are housed in an aluminum NEMA/UL Type 3R enclosure*, with electrostatically applied and baked powder paint. The Heavy Duty Generac Contactor is a UL recognized device, designed for years of service. The controller at the generator handles all the timing, sensing, exercising functions, and transfer commands. All switches are covered by a 5 year limited warranty. * Non -service rated (RISC) switches are housed in a steel enclosure. DPM Technology - Through the use of digital power technology (DPM), these switches have the capability to manage up to 4 individual HVAC (24 VAC controlled) loads with no additional hardware. When used in tandem with Smart Management Modules, up to 8 more loads can be managed as well, providing the most installation efficient power management options available. GENE -SAC' GENERAC° 100-400 Amps, Single Phase Automatic Smart Transfer Switches Functions All timing and sensing functions originate in the generator controller Utility voltage drop -out <60% Timer to generator start 10 second factory set, adjustable between 2-1500 seconds by a qualified dealer* Engine warm up delay 5 seconds Standby voltage sensor 60% for 5 seconds Utility voltage pickup >80% Re -transfer time delay 15 seconds Engine cool -down timer 60 seconds Exerciser 12 minutes every 7 days The transfer switch can be operated manually without power applied. *When used in conjunction with units utilizing Evolution" controls Specifications • • • •• •• • • • • • ••• • • • • Model RTSC100A3 RTSW100A3 RTSW150A3 RTSC200A3 RTSW200A3 RTSW300A3 • „wT$C400A3 • °.RTSW400A3. Amps 100 100 150 200 200 300 •'••400 • ••••400 •• Voltage 120/240, 10 120/240, to 120/240, 16 120/240, to 120/240, 10 120/240, 10 •' • • •1'20/240, 10 • • • •110/240, 10 4 Load Transition Type (Automatic) Open Transition Open Transition Service Rated Open Transition Service Rated Open Transition Open Transition Service Rated Open Transitigp„' Service Rates... 14e1 Transition er;Transitiop • Service Rated Enclosure Type NEMA/UL 3R NEMA/UL 3R NEMA/UL 3R NEMA/UL 3R NEMA/UL 3R NEMA/UL 31 •NEVA/UL 3fi_ NiMNUL 3R. • UL Rang UL/CUL UL UL UL/CUL UL UL.. • • UL/CUL • • • • UL , Withstand Rating .` . •""'- • • • (Amps) 10,000 10,000 22,000 10,000 22,000 22,000 22,000 • • • 22,000 Lug Range 1/0 - #14 250 MCM - #6 600 MCM - #4 or 1/0 - 250 MCM Dimensions Model RTSC100A3 RTSW100A3 RTSW150A3 RTSC200A3 RTSW200A3 RTSW300A3 RTSC400A3 RTSW400A3 Height (inlmm) H1 17.24/437.9 17.24/437.9 26.75/679.4 17.24/437.9 26.75/679.4 42.91/1089.9 31.25/793.8 42.91/1089.9 H2 20/508 20/508 30/162 20/508 30/762 48/1219.2 36/914.4 48/1219.2 Width W1 12.5/317.5 12.5/317.5 10.5/266.7 12.5/317.5 10.5/266.7 16.69/423.9 19.18/487.2 16.69/423.9 (in./mm) W2 14.6/370.8 14.6/370.8 13.5/342.9 14.6/370.8 13.5/342.9 21.82/554.2 24/609.6 21.82/554.2 Depth (nlmm) 7.09/180.1 7.09/180.1 6.3/160.1 7.09/180.1 6.3/160.1 10.06/255.5 10.06/255.5 10.06/255.5 Weight (Ibs./kilos) 20/9.07 22.5/10.21 39/17.69 20/9.07 39/17.69 140/63.5 133/60.33 140/63.5 GENERAC' • WI 142 Generac Power Systems, Inc. • S45 W29290 HWY. 59, Waukesha, WI 53189 • generac.com 02015 Generac Power Systems, Inc. AR rights reserved. All specifications are subiect to change without notice. Bulletin 013205-8 Printed in U.S.A. 07/28/15 .• • • • • • • .••. • • • • • • • • • • • • • • • .•.. • •.•• • • • ••• • • • ••• •• •• • • • • •• •• • • • • • •• •• • •• • •• • • • . • ••• •• • •• • • •• •• • • • • • • ••• • •• •• • • ••• HURRICANE CONCRET41AfrFO1:4•0ENEWC•€ENERATORS (GENERAC UNITS) • • • • • • LIMITS & REQUIREMENTS OF USE: • • • • • • • • • • 1) THE PAD AND THE SUPPORTED EQUIPMENT MUST BE LOCH ED ATip,ROUND Li/EL :HIS TABLF•� j S NQTA PPLY 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 BALL C•)NI.)RIN Tab Sfif.CIG'C4IONS GTA1 ED HEREIN PAD WEIGHT TO BE VERIFIED BY OTHERS 4) ORIGINAL EQUIPMENT MANUFACTURER INSTALLATION INSTRUCT+OI S:DE:SE:E aeRIC E PAD TJVALLATION INSTRUCTIONS IF MORE STRINGENT 5) ELECTRICAL GROUND WHEN REQUIRED. TO BE DESIGNED & IN!S•AL•ED•iY •TH•RE rAL• MI CHANICALiPECIFICATIONS (CLEAR SPACE. TONNAGE. ETC ) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS ANDAKE THE EiftPRESS REEPt4SttITY 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 131 PADS SHALL BE CONSTRUCTED WITH PRECAST CONCRETE, MINIMUM COMPRESSIVE STRENGTH fc=7. 000 PSI AT 28 DAYS `\\\1„ I 1 11I ///, 14) ALL OTHER UNITS NOT SHOWN SHALL BE DESIGNED ON A CASE BY CASE BASIS \ w�` M. Aww "//• 15) CONTRACTOR SHALL PROVIDE 5/8" DIA (0.675" 0 D ) GALV TUBE ASTM A538 SCH 40 MIN OR 1/2" DIA SOLID COPPER BAR � Q� - - --- ry0,9 /// SPIKE 4' MIN EMBED. (SEE MIN EMBED AS PER CURRENT ELECTRICAL CODE. BY OTHERS) INTO GROUND THROUGH CONCRETE \\ t�,' \C EN�j` % PAD FOR SLIDING RESISTANCE PURPOSE 12 DIAMETERS EDGE DISTANCE FROM ANY CONCRETE FACE (NOT SHOWN)•,� 16) PADS / UNITS INSTALLED DIRECTLY ON ANY COASTLINE REQUIRE A HEAVIER AND LARGER PAD i I i * ' No. 80017^1* TO ACCOUNT FOR EXPOSURE D , Table 28 3-1, Kz = 1 03 ENGINEERING DATA: 4Z *r^mi(.0 1) ANALYSES PER 5th EDITION (2014) FLORIDA BUILDING CODE - SECTION 1620 HIGH VELOCITY HURRICANE ZONES �' v ^'fylr; z 2) WIND LOADS & LOAD COMBINATIONS PER ASCE 7-10 SECTION 2 4 1 (LOAD COMBINATIONS). SECTION 29 5 & STATE OF �''�,-• FIGURE 29.5 1 FORL WIND LOADS ON OTHER STRUCTURES %DIA F ' V 3) RISK CATEGORY = II TABLE 1604 5 - RISK CATEGORY OF BUILDINGS AND OTHER STRUCTURES. SECTION 301 15 OF �� L OR10Q`� �\ 4) WIND LOAD THE MECHANICAL CODEGWIND G'Ct oid e dRESISTANCE ; ND 5 3.844 70 065 OF THE FLORIDA APHIe RIISK CATEGORY ISTATUTES WIND STORM LOSS MITIGATION ////Ss) lO� w 2 1/IIII 11" qz = 0.00256 • Kz • Kzt • Kd • V 2 = 63 45 PSF P1 Exposure C Table 28.3.1 Kz = 0 85 —1 Figure 26 8-1 Kzf = 1 00 Table 26.6-1 Kd = 0.90 Figure 29 5-1 Ct = 1 31 G= 085 DiversiTech Corporation 6650 Sugarloaf Parkway #100 Duluth, GA 30097 (800) 397-4823 0 , 0 RMB ENGINEERING LI.0 ,,.,.... ; I t.:,,. , ;*nnIre :.7- ,I.t .. t1: 'N .. 8� I Y. u PAD X(JIH (E(rAERC GENE :T ? _ raira <___-` — •..3«i <'AD IENGP<'--- T•PCALA<.CHDRAOE I0TT•3. <LA. D,A 3 .'t..p BOLTS. I. 4Ni EDGE a 51AncF 1.13'148E0 5ROCOt.CRE if eAse PAN w,. T,”Grst.FSS • o by .t.o 4,.. BEARLIG STREntiIN • b ($tl trdl n^pry PAGE 1 of 1 UNIT / EQUIPMENT FG3154-4G PAD USED FOR ALL 180 MPH 0 6(UNIT+ PAD) WEIGHT LBS RESISTING MOMENT FT-LBS DESIGN CHECK MAXIMUM DIMENSIONS INCHES MINIMUM WEIGHT LBS. MODEL NUMBER WEIGHT LBS. PAD WIDTH IN. PAD LENGTH IN. PAD THICK IN WIND LOAD LBS. 0 6(WIND MOMENT) FT-LBS. WIDTH LENGTH HEIGHT GENERAC 09kW 25 48 29 340 FG5431-4G 275 31.3 54.3 4 683 632 369.0 481 OK FOR 157 MPH GENERAC 11kW 25 48 29 348 FG5431-46 275 31 3 54 3 4 683 632 373.8 487 OK FOR 158 MPH GENERAC 16kW 25 48 29 406 F65431-4G 275 31.3 54.3 4 683 632 408.6 533 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 Smart Management Modules (SMM) GENERAC® GENERAC® ACCESSORIES Model G006873-0 • . . • .... 1 of 2 . . . . .. • .... • • . .. .. . . . . . .... .... . . . . .... .... ... . . .• . . .. .. .. • • . • . • •• • • • • . • • • • .. . .. . • . • • • .. • C 7 US LISTED 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 solution. SMM SPECIFICATIONS Power Supply Source 240 VAC (from Line input) Supported Voltages 240 VAC Contactor Coil Voltage 240 VAC Coil VA Inrush 30 Coil VA Sealed 6.5 Poles 2 Resistive Amps 50 F/L Inductive Amps 40 Locked Rotor Amps 240@240V UI 50 Yes Enclosure Rating NEMA 3R GENERAC® E5 co 2 C H cR � G ; Y rcC E 2oi2 GENERAC• Smart Management Modules (SMM) Dimensions and UPC Model G006873-0 Height (iNmm) H1 6.17/156.8 H2 2.36/60 Width (iNmm) W1 7.06/179.4 W2 4.72/120 Depth (in/mm) 3.7/94 Weight (Ibs/kilos) 2.06/0.94 Shipping Weight (Ibs/kilos) 2.44/1.11 UPC Code 696471068733 • H1 • 4 W1 0 • • • • • •• • • ••••0. • • • • • • • • • • • i // • • • • • • • 000 SMM Controls (located behind the cover of the module) A B C GENERAC° PRIORITY 5 (?) LOCKOUT LOAD ON GENERATOR LOCKOUT DISABLED TEST LED ON = LOAD CONNECTED LED FLASH 1S = LOAD SHED LED FLASH 3S = 30 MIN LOCKOUT LED FLASH 6S = GEN LOAD LOCKOUT LED OFF = NO MODULE POWER Priority Dial (A) — Sets module priority. Lockout Switch (B) — Prevents load from 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. D • • • • • • • • • •• • • • •• • • • • Generac Power Systems, Inc. • S45 W29290 HWY. 59, Waukesha, WI 53189 • generac.com ©2016 Generac Power Systems, Inc. All rights reserved. AN specifications are subject to change without notice. Bulletin OL1500-C 03/10/16 D1 .• • • • • • • •• • • • • • Property Search Application - Miami -Dade County Page 1 of 1 OFFICE nr THE PROPERTY APPRAIF^ Summary Report Property Information Folio: 11-3205-001-0560 Property Address: 9100 N BAYSHORE DR Miami Shores, FL 33138-3408 Owner ROBERT HUNDEVADT BERTHA HUNDEVADT Mailing Address 9100 N BAYSHORE DR MIAMI SHORES, FL 33138 PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 4/3/0 Floors 1 Living Units 1 Actual Area 1,958 Sq.Ft Living Area 1,958 Sq.Ft Adjusted Area 1,958 Sq.Ft Lot Size 8,750 Sq.Ft Year Built 1953 Assessment Information Year 2017 2016 2015 Land Value $315,000 $293,300 $266,700 Building Value $136,277 $136,277 $136,277 XF Value $8,711 $8,807 $7,127 Market Value $459,988 $438,384 $410,104 Assessed Value $232,735 $227,949 $226,365 Benefits Information Benefit Save Our Homes Cap Homestead Second Homestead Assessment Reduction Exemption 2016 $227,253 $210,435 $25,000 $25,000 $25,000 $25,000 $183,739 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description WATERSEDGE PB 9-141 LOT 33 & ELY2OFT OF LOT 32 BLK 2 LOT SIZE 70.000 X 125 OR 13520-3783 1287 1 Taxable Value Information County Exemption Value Taxable Value School Board Exemption Value Taxable Value City Exemption Value Taxable Value Regional Exemption Value Taxable Value Generated On : 2/27/2018 2026 . .. .. . • ...20:5 $50,000 $50,000 $50,000 $182,735 $177,949 $176,365 $25,000' $25,000 $25,000 $207,735 $202,949 $201,365 $50,000 $50,000 $182,7351 $177,949 $50,000 $50,000 $50,000 $182,735 $177,949 $176,365 $50,000 $176,365 Sales Information Previous Sale Price OR Book -Page Qualification Description 07/16/2009 $400,000 26962-3952 Qual by exam of deed 12/01/1987 $115,000 13520-3783 Sales which are qualified 10/01/1985 $105,000 12697-0597 Sales which are qualified 07/01/1985 $81,0001 12591-2625 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 Worainn http://www.miamidade.gov/propertysearch/ 2/27/2018 U.S.DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. OMB No. 1660-0008 Expiration Date: November 30, 2018 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE At. Building Owner'S Name ROBERT HUNDEVADT and BERTHA HUNDEVADT Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 9100 N BAYSHORE DR. Company NAIC Number: City State ZIP Code Miami Shores Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 33 & ELY2OFT OF LOT 32. BLK 2. WATERSEDGE PB 9-141. OR 13520-3783 1287 1. Folio# 11-3205-001-0560 • • • A4. Building Use (e.g., A5. Latitude/Longitude: A6. Attach at least A7. Building Diagram A8. For a building a) Square footage b) Number of permanent c) Total net area d) Engineered A9. For a building with a) Square footage b) Number of permanent c) Total net area d) Engineered Residential, Non -Residential, Addition, Accessory, Lat. N 25 51 34. 09 Long. W 80 10 18. 95 • •••• • • • etc.) Residential • • • •.. • •• Horizontal Datum:. insurance above • • 1]x •NAD 1.ti •3• •. • • • • • • • • •••. ... • • • . • • . • • rl4• • up nip 1927 • •. •.•• • • • • adjat er: grade grade N/A 2 photographs Number with a crawlspace of crawlspace flood of flood openings flood openings? an attached of attached flood of flood openings flood openings? of the building if the 1A Certificate is being used to obtain flood N/A sq ft or enclosure(s): or enclosure(s) openings in the crawlspace in A8.b or enclosure(s) N/A sq in within 1.0 foot 1.0 foot above adjacent in • • • N/A sq ft ❑ Yes X No garage: garage openings in the attached garage within in A9.b N/A sq ❑ Yes x No ,SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI•SHORES 120652 B2. County Name MIAMI-DADE B3. State Florida B4. Map/Panel Number 12086C0306 B5. Suffix L B6. FIRM Index Date 9/11/2009 B7. FIRM Panel Effective/ Revised Date 9/11/2009 B8. Flood Zone(s) AE B9. Base Flood E evation(s) (Zone AO, use Base Flood Depth) 10 ' B10. Indicate the source ❑ FIS Profile B11. Indicate elevation B12. Is the building Designation of the Base Flood Elevation ❑ Community Determined for BFE in Item B9: Coastal Barrier Resources ❑ (BFE) data or base flood ❑ Other/Source: 1929 (CBRS) ❑ OPA depth entered in Item B9: p FIRM datum used located in a Date: N/A ❑ Other/Source: Protected x NGVD System CBRS ■ NAVD 1988 area or Otherwise Area (OPA)? ❑ Yes x No FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE 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. 9100 N BAYSHORE DR. Policy Number: City State ZIP Code Miami Shores Florida 33138 . Company NAIC Number SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones A1—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico Benchmark Utilized: B-62 Vertical Datum: NGVD 1929 AR/AO. x Finished Construction AR/A1—A30, AR/AH, only, enter meters. Indicate elevation datum used for the elevations in items a) through h) below. x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: . Datum ySddfcy building elevations must be the same as that used for the BFE. • • • • • • • • ' a) Topotbo$em floor (including basement, crawlspace, or enclosure floor) 5.73 Check the measurement used. x feet • meters b) Top of4he next highertioor N/A x feet ❑ meters • • cl Bottom of the lowestrQriiontal structural member (V Zones only) N/A x feet ❑ meters • Attached garage (pop oialab) N/A x feet ❑ meters • •:.4) ';"it Lowest elevation of machinery or equipment servicing the building N/A • (Descride type of 4qurpment and location in Comments) p feet meters • • • f)• Lowest $cent (finished) grade next to building (LAG) 5.00 x feet ❑ meters • • g1 Higheet.ddacent (fnisned) grade next to building (HAG) 5.10 x feet ❑ meters • •• h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support N/A x feet • meters 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 I certify that the information on this Certificate represents my best efforts to interpret the data available. 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 to certify elevation information. I understand that any false x Check here if attachments. Certifier's Name License Number Felix De La Rosa LS-7104 . _' lfe ,Q"vF � ` l / ..4//� ere _ • Title Professional Surveyor And Mapper Company Name SFL Land Surveyors, Corp. Address 8180 NW 36 Street Suite 203 City • State ZIP Code Doral Florida 33166 Signature Date Telephone Ext. ''.# C(^ 1/19/2018 (305) 363-5481 Comments (including type of equipment and location, per C2(e), if applicable) 1. Latitude and Longitude by Google Earth. 2. Crown of Road Elevation = 4.20 NGVD29. 3. A/C is on the South Side of the property with Elevation = 7.49 NGVD29. 4. NC elevation was taken at the support bracket holding the NC. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE 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. 9100 N BAYSHORE DR. Policy Number: City State ZIP Code Miami Shores Florida 33138 Company NAIC Number 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 completeSections A, B,and C. For Items El—E4, use natural grade, if available. Check the measurement enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters LOMA or LOMR-F request, used. In Puerto Rico only, the elevation is above or below ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters above or. W h'ekow the LAG. •• 9 (s88 pages 1 •of:Im itructions),. • • • E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ • EZabove or ❑below the,HAG.. ' •U. bve or'rfiptow the HAG. • . "'. • ' E Bove or ❑ Mow the ti.Aq.• the community'; • certify this inforn itibh'if1 Sectipn G. • • • • E3. Attached garage (top of slab) is ❑ feet ❑ meters E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accondanceMvith floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must 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 community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE 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. 9100 N BAYSHORE DR. Policy Number: City State ZIP Code Miami Shores Florida 33138 Company NAIC Number 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 Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement 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, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. .... • • . •••• G3. ❑ The following information (Items G4—G10) is provided for community floodplain management .puclio&s. .... • • • • G4. Permit Number G5. Date Permit Issued G6. Date Cert*f*cate of • Cone igite/Occup'a? t c issued* • ..•• •••. 1•• • • • G7. This permit has been issued for: ❑ G8. Elevation of as -built lowest floor (including of the building: G9. BFE or (in Zone AO) depth of flooding at the G10. Community's design flood elevation: New Construction ❑ Substantial Improvement basement) ❑ feet ❑ feet ❑ feet • . .••. .. • •• • . •. • .'. • O.ismeters D�tam •• building site: • ❑ meters Datum ❑ 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. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS See Instructions for Item A6. 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. 9100 N BAYSHORE DR. Policy Number: City State ZIP Code Miami Shores Florida 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. ." •* . • . • • • • • • • • • • • • • • d.. rt . t _ t, .- -R - ' .eu%.'{` ?th1 � ^" '�` �K 1M.''..r. a ,.w ,x,, • • ~ • • • .ate ' .{~ " "H. h.ngTt lam._ Photo One Photo One Caption North 1/19/2018 Clear Photo One it , l ` ` - • 'Vt ' ..... I �.a�a... sa.�aWro, • 46 r. .+.1 � f^R a .� Photo Two Photo Two Caption South Side 1/19/2018 Clear Photo Two FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS OMB No. 1660-0008 Continuation Page 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. 9100 N BAYSHORE DR. Policy Number: City State ZIP Code Miami Shores Florida 33138 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. 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. Photo rh'et? Photo Three Caption East Side 1/19/2018 Clear Photo Three Photo Four Photo Four Caption West Side 1/19/2018 Clear Photo Four FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 MIAMPDADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOR) F &.L Aluminum Parts, Inc. 1720 N.W. 22"a Court, Unit #3 Pompano Beach, Florida 33069 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade Cod my RER- Product Control Section to be used in Miami -Dade County and other areas where.allowed by tirg•4pthority MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 S.W. 26 Street, Room 208 T (786) 315 2590, F (786) 315-2599 www.mia midade.aov/economv Having Jurisdiction (AHJ). • • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami- lade Count} product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miattti'--Ode County) reserve the right to have this product or material tested for quality assurance purposes. If'thMS produr gr tgateriaa • fails to perform in the accepted manner, the manufacturer will incur the expense of AV testing' and the AH5 • •• • •. P P .... t ....is.. may immediately revoke, modify, or suspend the use of such product or materiaj wtt�im their, ajurdictiorf.•. RER reserves the right to revoke this acceptance, if it is determined by Miami; lie County >3rodua • . Control Section that this product or material fails to meet the requirements of the applicable budding code. • This product is approved as described herein, and has been designed to comply, vith•the Floridif Building Code, including the High Velocity Hurricane Zone. ' • '• •'••• DESCRIPTION: Aluminum Stands for Rooftop Equipment • • APPROVAL DOCUMENT: Drawing No. FNL.13001, titled "Aluminum Stands for Rooftop Equipment (Round Posts) ", sheets 1 through 3 of 3, prepared by Milton Cubas, P.E., Inc., dated February 19, 2015, signed and sealed by Milton Cubas, P.E., on February 19, 2015, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the perfonnance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 13-0321.06 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. MIAMFDADE COUNTY 4 APPROVED NOA No. 15-0205.01 Expiration Date: May 15, 2019 Approval Date: March 17, 2016" Page 1 F & L Aluminum Parts. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. FNL.13001, titled "Aluminum Stands for Rooftop Equipment (Round Posts) ", sheets 1 through 3 of 3, prepared by Milton Cubas, P.E., Inc., dated 02/19/15, signed and sealed by Milton Cubas, P.E., on 02/19/15. B. C. D. E. F. TESTS 1. None. CALCULATIONS 1. Structural analysis and calculations, complying with FBC-201.4 St.11:editidri; sulsmitted • dated 02/19/15, sheets 1 through 38 of 38, prepared, sigry2,..sealed, d dated • 02/19/15 by Milton Cubas, P. E. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources aER). MATERIAL CERTIFICATIONS 1. None. . • . .• .. . .... • • .... .. . •. . • .. .... • • . .. .... ... • • .. . . . . .. • • • • .... . . • . . • • • • • . STATEMENTS 1. Statement letter of conformance complying with FBC-2014, dated 02/19/15, issued, signed and sealed by Milton Cubas, P. E. G. OTHERS 1. Notice of Acceptance No. 13-0321.06, issued to F & L Aluminum Parts, Inc., for their "Aluminum Stands for Rooftop Equipment.", approved on 05/15/14 and expiring on 05/15/19. Jorge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 15-0205.01 Expiration Date: May 15, 2019 Approval Date: March 17, 2019 E-1 ALUMINUM ROOFTOP EQUIPMENT STAND WITH ROUND POSTS & TELESCOPIC CROSSBAR REFER TD DB1GN SCHEDULE FOR ALOWAN! WIND LOWS MO OTHER DESIGN OUIERYI 01 1 STAND ASSEMBLY GENERAL NOTES I. MIS SYSTEM HAS BEEN EVALUATED IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE, FOR USE WITHIN &OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (FIVER). 2. SITE WIND PRESSURES CALCULATED FOR USE WITH THIS SYSTEM EMU BE DETERMINED BY OTHERS ON A SITE -SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE USING ALLOWABLE STRESS Dena METHOD. 3. THE SYSTEM DETAILED HEREIN IS • GE NEUC AND DOES NOT PROVIDE INFORMATION FORA SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAIIW HEREIN A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECTS HALL PREPARE SITE -SPECIFIC DOCUMENTS AND APPLY FOR ONE-TIME MIAMI-DADE NOA FOR USE IN CONVICTION WITH THIS APPROVAL. 4. PERMIT HOLDER SHALL VERIFY ME ADEQUACY OF THE EOSTBIG STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS (ASD) - REF 'REACTION SCHEDULE'. 5. ALL AUINLUM EXTRUSIONS SWILL BE 6061-T6 ALLOY & TEMPER, UNLESS NOTED ()THERE SE. REDING SHALL. BE PERFORMED IN ACCORDANCE WIHt AVE REQUIREMENTS, USING FILLER ALLOYS 4013, 4047, 51&3, 5356, OR 5556. SLIDE: N.T.S. ISOMETRIC VIEW "STANDARD" SYSTEM 1.900' D D. 1 STANDAR0' POST SCAEO'-1'-0' "HEAVY" SYSTEM 6. STANDS SHALL BE INSTALLED WRN M UINER4 OUFAR HEIGHT AS SPECIFIED IN THE ABOVE -NOTED BUILDING CODE. 'STAMP/EMT' AS USED HEREIN IS NOT NECESSARILY EQUIVALENT TO'STiV,V CTEAR HEIGHT' AS SPECIFIED IN THE DWG 000E. 7. VIBRATION ISOLATOR PACS SHALL BE PROVIDED BY CONTRACTOR BETWEEN UNITS & STAND. & IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT FASTENING AS SHOWN HEREIN WILL NOT VOID THE EQUIPMENT MANUFACTURER'S WARRANTY, ESPECIALLY WHERE UNITS ARE INSTALLED WITH OVEWIANG PAST RAIL (SEE TI&DOWN DETAILS). A PAL BOLTS B WASHERS SHALL 06 ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STD. WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 P. 10. PLASTIC COMPONENTS USED WITHIN THE 111/FIZ MUST MEETALL APPUCABLE FIREARM/UV PERFORMANCE IREQUIRf ENTS AS SET FORTH IN THE ABOVE -NOTED BUILDING CEDE. 11. MN( STEEL IN CONTACT WITH ALUMINUM SHALL BE BUNTED OR PLATE) AS PRESCRIBED 1N THE MOVE -NOTED BUILDING CEDE. 6' MAY EDGE OF UNIT 1 0.093' 9ENA'CROSSBAR O(OUTSIDE MEMBER) SCALE r-1W PALL (1-BEAM) CONNECTOR (CHARNEL) r 1- L.500'--j 'STANDARD' SOAR O(1NSl0E meFA) SCALE r - l•r r 1 'HFAVr CROSSBIVL sate r-r-r PRODUCT REVISED as eomdvin1 with th• Florida Bonding Cod• NOA-Flo. 15-0205.01 Expiration Dat• 05/18l2018 A/ uet on •(Q • BASERA • ANCHOR • FOR • • • •• ••• REP OASENATE►ART DETAIL FOR ANCHOR CROSSBAR. HOLE EDGE DISTANCE POST • • STAND ASSEMBLY: •• • • POST, CROSSBAR, & RAIL CONK • • L SCALE: N.T.S. 150METRIO • WELD RAN. OONNECTOR (CHANNEL.) TOTOP OP EACH POST ISM • • •• • • POST 1 • • •• •' • • • • •; STANR A�.SEM,pBLY: ST &•BASkISLATE 150146= • 5U11EI/i'-r-0' TIF • • • • • • • •, •• • • • • iF O1-BEAM PAIL SLUE: r -1'4r R•11 ,V10 a M /QI"A�T.„11 (uRIw51"E'1c1.1111,1 ITC) AIM- I' &a6 11an SORE: r -1-r POST LOCATION (ammo)w! OPi0NAI 1.9' LRAM HONEAT CENTER BARHATE 0.25r KIN TNIOINIPSS ANcHOIL LOCATIONS 0 mutton BODE r- I'-r (1) 100 BOLT W/ NUT & WASFIERS gh 1 xy (iUi ;1:7 .• INSIDE NEM ER OUTSIDE MEMBERS CROSSBAR CON SCALE: N.jS• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • �..Cr • • • • • • • • • • • • • • • • •• •• i a MUM NL.1?mW \ sME,Vr 1 J117111 J5 um-5.ov LL. • FROM NAT NM MAX 2NWIE5 3WRAWS 4FRAM6 SNOWS 6FMIE3 7 MINES •HINNFS Iy01TOP / FRONTTOTAL. A 4Rs 246 it 34' 30" 250pd 12171E 240pd 116 p1F 595W 94Pd 292W 121W 250 p7 121 set 250W 121pd 'KO put 12140 290 pit 521 pf 250 pd 121W 250W 1xtpd 2506d 121 id 250 pd 121 pit 230 pd 121W 250pY 121 Ft 750W 121Pd 2506sf 121 pd 250661 121CIF 250pd 121Pd 156fa 121 rd 250W 121rd 250 Pd I1110 •.91FP 1ST •G 6Ra 2r it 24. 30' 206 pd I00pf 160W 77 pi 1306d 63 pf 230 pd 121W 24/{d 1166d 1%p5 94Pf ` 210 p7 121W 150 CIF 121 pi 250Ft M. pd 2506d 121 pd I50Pd 121 pi 7906d 121 W 250 pf 121 p11250p5 250Pd 121pd 250 psi 121W 121W 250 pd 121 Pd. 250 Kt 121 CIF 256pd 121Pd WWII KIWI' 250W 1219d 12.15 FT' U}i 6 Q SR' 32' N' • 24' 10' 155W 75W 120W 50W WI pf 47 psi 232W Ill psi WPft 07W 146 pat 71 pf 2.TOW 121W 240W 116W 199W 946d 250 pf 121W 250pt Ili W 244 pi 110W 250pd 121pd 250 pit 121 psi 250W 121 ref 259W n1W 250pif 121 Pd 2N9f 171pf 250 ref 121pd 250Pd. 121Pd 250 pi 121 ON 13.NPP CI MO W 3r 24" 3r 124 W 60►d UPI 46 W 70911 3190? 1779E 56 W 1M 9F 70 pd 117p0 5790 221 W 107 W 152 pl 93 W 15694* 7611 2906f 121 pt 240 W 116 W 195941 9491* 250 Pd 121 W 250 W 1216f 2349*? 113Pd 250 W 121 W 250 Pd 121 W 250111* 121561 2509d 121 Pd 250 W 121 pd 250 Pd 121911 14I6 FT+ ' nM W .it H' 3r t03W 30 pd IOW 39W 65W 31W 19W 711s1 120W Alps! 9090 47 pat Mpg 09W 160W 77W 130 W 63pV 221W 107pd 200W 97W 163 pd 79 p7 260W 121Pd 244W 116p2 195W 9466f 250W 121 psi 750pf 121 put 728pd 110W 250 ref 121W 250W 121 pf 210 Pt 121 pd 17.6FP 16 No 36' Ir 24' lr 779E 37W 60W 19W 49W 14pd 111 p1 53pd 92pf 44pd 73pf EW 138W KW 120W 5697 96W 47W 164W KW 150W 73W 122W 59W 1939st 94W 1109F S7W HAW .719f 221W 107 PI 210pd 102 pi 171Yd 03Ft 249W 121W 2409 Its Pf 195W 046d 23.7591' \\\ 20N W sr 24' m 62W 30W 40W 13W. 39W 19W 93 pot 45W 71W 35W 59W 26W. 124 pY 60Ft 96W KW 7•W 3•Pd 151p7 75W 135W 50W 90W 47W 177W OW UMW 70W mw 57W 199W 96W N6W KW 137W 06W 221W 107W 192W 919E L56W 76Pf 2072FP -_ KM 42* 1r sr Nr MW 14W 38W 19W 311•1 15W 74W 36W MW 21W 47 Pt 23 PI ill W 44W 77W 37W 62W 20 Pe 106W 51W Pips( 46W 20 Pot 30W 121W 59W 115W 56W 94W 45W 136W 66W 134W 65W 169W 53W 152W 73 pi 152W - 73 psi 125W 50pd 313e Fr' 300' 4r Ir se. 30" 41W 20W 31W issa 26W 13W KW KW 40W ' 23W 39W 19W KW 32W 64W 51W StW 35W 77W 37W 77W 379f 65W 31W KW OW ••W 43W 71W 30 pi KW OW 99W 60W 91W MW ti1W 53W iliW 53W IF pi 50 pf 37A41i' TOTAL K NAT MAX 2 A W46 3 RRNES 4 FRAMES 5 FAMES STRAFES 71RA11E5 • WANES 11A i°, F A 4M 24" 1r 24' m' 250 W raw 25094? 12111 750W 121 pat 25o9 121 W 250911 12166f tso9 d 1L p0 250p0 R* W 250 pet 121W 2p W 121 psi raw I21 W 25090 121641 250021 12191* 250 W 121 W 250 rat 12194* 250 Ft 121 pet 156 W 121 W 250W 121911 250W 121W 250 W 121 W 23090 13190 250961 121911 11.4295' 6R' W 311" 24' 306 260 W 121PSI250 201W 99W 167 W el9 Pd 121 W 250W nlW 2i0 W 121 W 150 W 121 psi250 25DW 121W 360 W 121 W pi 121W 250pf, 121W 2509$ 121 W 250 W 121 W 250W 1110/ 250 W 121 W 2.W W 121 W 250W 121W 250 W 121 W 250 pd 1219f 250W n1W 250 W 121 W 14.2)F5' Q 56' 90 3r 24' Air123 19790 9690 153 W 74W W 65 W 25091* 121 poi 219p0 111940 1.0 put 91 W 15090 121W 250 pit 12190 250 W 121 pit 250 pet 12190 250 pet Kt psi 250 W 121 W 35690 mW KO fat 1219,? 250 W in W 250 pit 1219E 2509*? 121 W 250 W 121 W 250 pi 121.94* 25001* 121W 250 W 121W 17.13 FP X P 106' W 1r w 3r 150 W Apt 1230 59W 100 W 4 W N6 W IN W 101W KW 150W 73W 250 W III pit250 245W 11eW 200 W 97 W W 121 W 250W 121W 256 W 121 W 25O pal121 psi250 250 fee 111W 2S0 W 121 W W 121 W 250W 12lW 250 W in W 250 W 121 W WOW 121W 250 W 121W 19.03 R' 1210 sr24*102 sr 3r 1319,? 6W W 49 gal1S3 MW aW 19691* 95911 W 74 W 175W 61W 246W 11990 2K W 99 W 167W S1W 250 ref 1219,? 290 W 121 pit 209W 50IW 250W 12190 250 W n1 psi KO pf 121W 250 Pt 121 PI 250 W 121 pet 250W 121W 260 PI 1221W 250 W 250W 121 pf 11.81IT' 166' W Ir 34' 30- 99W 41W 7691? . 3790 63W 30W 147W 71W 11590 5690 KW 4$W UMW KW 15391? 7490 123W 61W 221W 10W 19190 9390 157p1 76W 290W 121p1 229p21 111psi NOW 01W ISO pi, 121 Fr 250911 1211d 219W 106W 25•W 121W 250 pot 111911 2S6W L21pd •• 30*4 FP 20IP, 3r 3r 24' 30. 79W 30W 61W 30W SOW 14W 1111W 57W 92W 44W 75pT 36W .wW 76W mW' MW 100W 46W 197W 05W 153W 74W 125 pal 61W 236W 114W 104W KW 150W 71W 760W 121W 214W 104W 175 W •SW 250W 121612 245W me 200W 97pd • mow' 25 A' 4' 1r 14' 30 63W 30 psi 49W 14W 40W 19W SA psi 46W 73W 36W 60W 29pd 121W 69W 93W 4TW SOW 39W 141W NW 122W 99W 100W 45W 16tpf 78W 147 pf 71W 120W 50W 102W NW 171W 03pd 140W 05W 202W 90W 196Pd 95110 160W 2016f WA3 PT' • •• • • 3.0M 4L' 3r 24* 30. 13 W IS psi 41W 20 W 33W 16W 74W 36W 61 pi 50pf SOW 21W MW 4165f 62 W 39 W 67Pd 32W 103 W SOW 102 W 49 W III lid 46W 110 W 57 W US W S7 W 100W - Mpf 133W H W 133 W 64 ref147 117W 57W 147W 719•E pit 719f 131 W 65 PW 041d1 FPS •• • DESIGN SCHEDULE NOTES 1. 0E91GHKNOW GIVES NAXIMM 7. EACH war SHALL HAVE A MAXIMUM A6IOKPBIE LATERAL &UPLIFT WIND LOWS WSW 0P450 LBS . FM D01 amsu ATION OF TOTAL HUNT & SPACING KEIWFEN, UNITS MAY VARY FRUNTALAR19b TOP AREA, STAND HEIGHT (UIRD4IE® ANCIWRSCIEDI&EfOA AND NUMBER OF POST PLANES PER SWIM 9. REFERENCE 2. TOTAL FRONT ARIA' IS TOTAL AUAWASIE NOI06SA0D INSTALLATION FPOMA1. AREA OF IKNTFACEPAEALL9.T0 CNITNUA. I••EAM RAIL( 4 TOTAL OF UNTTHOUKKWOW 10. W4TS SHALL OEATTACTED TO 1•9E1145 WIDTH FOR ALL UNITS ON SINGLE SEANO), AS PER 'UNLT 0014ECTIO 4' OETAll3. NUMBER OF DEPICTED KKK. OOWlIDONS'NOxn' SHALL WAS f0LLAN5: 3. 'MAX UNIT amain' GIVEN 1N TOTAL I0A NURSER OFHUMESa1 SAFAUE SHAM NOT BE mown 4. `STAND HB19N1' 16AS DEPICTED TOTAL/RSA 20 SO FT OR MORO HEREIN. Nan • NUMBER OF FRAMES+ 2 5. •9RAMEW HERE DENOTES NOTE WHERE MORE THAN (4)f11PP® UNIT "PAX AREA' IS WA CROSSBAR. commas (OM 413, 5/3) ARE REQUIRED _ 0 TOTAL AoomONAL 0311K010116 SINK OFALLUMTS ON AMIGO STAND. ee SERAPS(DTL 6/3) 0R DIRECT (OIL 7/3). -REACTION SCHEDULE SW40 HEIGHT 24'_ 30' '51AN0Nm' INST:M IRU.CI3ON AT ME Rx eau 193E REACTION AT 0A5! RY 55115 13155 196E TOP AREA' AS NOTED IN 0ES1ON SCHEDULE ELK of (WIDTH xDEPTH) IILL UNITS ON SWG1E ' STAND TOTAL FRONT AREA AS NOTED IN DESIGN SOWOULE 0514 OF (WIDTH x HEIGHT) OF ALL UNITS ON SINGLE STAND REACTION AT BAKE M. ese 13K4s 33 K•04 33K•W INKY SWIM RUCTION M RAse PA 391Y 316u ERN_ INACTION M RASE RV a6N 63115 GPIs REACTION ATMSE Keep 4.2110 UM 41 NRS 'MAX UNTT HP AS NOTED 1N DESIGN SCHED • • • • • �-% •• R6B • MFlt Op FRAMES • • • • • • • • • AS NOTED IN • • • -• • I�PJ�f SIZES & CONFIGURATi N � ` e t° • • • • ;.�� • • 2 O (FOR USE WITH DESIGN SCH I UI_ES(j' 6 SCALE: N.T.S. • • • • • PgODU RNM HI• [VILEF A•rlda • • • • • • • •• • • 15-0205.01 • • •• •• B•xp116 4lpt•05N5(2019 i b � _,''I 01ai C•IdrM (/ i umoseLe- • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • ••• • • 3zgki .4 ��p joo i44 A 0 0, A MIN (4) VIBRATION TI.- ISOLATOR PADS PER UNIT TO BE PROVIDED BY CONTRACTOR RAM (1•0FAM) ISOMETRIC VIEW 4'x/31'x142a ARM AE530RD500.1PS (IVi' MIN LONG) (4) #L4 SMS PER CUP TO UNIT FRAMING (mW INN STD UITT WAY OVERHANG RAIL(12" MAX • EACH SITE) (4) /14 NIS PERCLB TO RA& TYPICAL CONNECTION TE REF CESIGN SC HED NOTES FOR PEQU NUMBER OF CONVECTIONS W•+' - MINIMUM (4)PER UNIT - I 03 4 CUPPED UNIT CONNECTION SCALE: 12 VERT SECTION ANCHOR SCHEDULE: TO (NTNdIUEE. (MIN 2.000 PSII A. X POWERSWEOGE•BOLT 334' MIN EMBED 4W MIN EDGE DISTANCE TO WOOD )R).ST STRUCTURE B. ) LAG SCREW 333" MIN THREAD PENETRATION TO STEEL (MN 1/4"TNT C. 31-16 SELF -THREADING METAL SCREWS (SAE GRADE 5) WITH L' DUVM WASHER 050(0BRATION 1TOR PADS PER UNIT, TO R PROVIDED BY CONTRACTOR RAIL (IMOD ISO►ETRICVIEW 3YL'x0.093' MIN 6063-T6 AUD1 CUP (bi MIN LONG) (4) #14 5M5 PER CUP • TO UNIT FRAMING (20W PBN STEEL) UNIT MAY 'OVER)IAINi RAIL (12' MAX EACH 90E) (4) #14 SMS PER CUP TO RN1. TYPICAL CONNECTION: REF DESIGN SC ED NOTES FOR REQO NUMBER O= COMBCTDNS Mann' - MNDRM (43 PER UNIT - AI i Ai MIN (4) VlfMod) ISOLATOR PASS PER UNIT, TO BE PROVIDED BY CONTRACTOR RAIL (1-BEAM) I 1 1' x 22/a (0.0301 MIN CAW STEEL STRAP OMSNH A6S3 GRADE 33) (2) /145MS 0CHH Soup END TO UDERSIDE OF RAIL TOP MANGE KM STRAPS PER UM) (2) #14 SMS EACH STRAP END TO UNDERSIDE OF MIL BOTTOM MANGE (MIN 2 STRAPS PER UNIT) TYROLCONECTION; REP DESIGN SOEO NOTES FOR READ NUMBER OF CONNECTIONS 'NNW • MINIMUM (4) PERtour - CUPPED UNIT CONNECTION 0 STRAPPED UNIT CONNECTION 3 SCILLE: 12 VERT SECTION ' 3 SCALE: 32 VERT SECTION ANCHOR NOTES: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' REDOM4ENDVAT'IONS, & LOCATED PER BASEPIATE COMPONENT DETAILS). 2. ENSURE MINIMUM Et4BEDINT EDGE DISTANCE, & SPACING FOR ALL ANCHORS ME IN ACDDROWa: WTTN ANCHOR SCHEDULE 3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES SHEATHING, UNOEEAYMENT INSULATION, AND OTHER ROOFING MATERIALS 4. MINIMUM 3/4" EDGE DISTANCE IS COPSIOERED.IN DESIGN FOR ALL ANCHORS TO WOOD HOST STRUCTURE (Lo. ANCHOR SHALL TIE LOCATED III CENTER OF TRUSS/RAFTER WHERE FASTENED TO NARROW FACE 0P NOMINAL 2x LUMBER). 5. WOOD HOST STRUCTURE 511.4LL BE•SORPERN PINE' WITH G-0.55 OR GREKIER SPEQFIC GRAVITY (o OHnITY). & %MERE HOST STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS WAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD (U.N.0.). 7. SELF -TAPPING OR SELF -THREADING METAL STREWS SHALL BE INSTALLED WITH FULL THREAD ENGAGEMENT INTO METAL I TSTRIX2URE AND MAY HAVE A THAT HEAD, PAN HEAD, TRUSS HEAD, OR OTHER HEAD STYLES. & FASTENERS THAT INCORPORATE MACHINE SCREWS SHALL HAVE 5NIMM OF 1/2' ETNGAGENENT OF THREADS N BASE ANCHOR AND MAY HAVE ANY HEAD STYLE, UNLESS INDICATED OTHERWISE (HY MM. ALTERNATE: (2) MCHORS arm BASF/IATE FORNSTAUATION TO WOOD RAFT015 - REF AHCH DR STIED FOR ONIONS THIS.IH51ALSATION 0PT10N SW W. BE LIMIED TO THE F011.DAVAVING: • 12 SQ FT MAX TOTAL AREA • (3) FRAMES MN •24'MAX SIANDHI • • • • • MAX AIL CHUaraF DESIGN PRISE& •• "STANDARD' SYSTEM : 106.4 PSP LATERAL/ 51.5 PSF UPLIFT "MAW SYSTEM 106.0 PSF LATERAL/ 522 PSF UPLIFT POST ALT: DIRECT//��QQIST BASEPLATE AN�C60RAG6 • • • • • •• • • • • •• B • •• 3 SCNE: N.TA. • • • • • •• MIN (4) VIBRATION ISOLATOR PADS PER UNIT, TO BE PitOVIDED BY RAIL (I -BEAM) % N TIM OVERHANG MIL (17 NWEP.CH SIDE) WHERE ATCF:SBI F, FAREN UNIT FRAMING DSRECRYTO RAIL W/ (2) 16-20 BATS WITH NUT & WASHER TYPICAL CONNECTION: RE' DESIGN SCHFD NOTES FOR RQO NUMBER OF CONNECTIONS Elton' - MIN54M (4) PER UNIT - 77 DIRECT UNIT CONNECTION 3 SCAN& Lt = /'-O' VETO' SECTION POST BILSEPUOE • • • • • • WE • SIS•ETy ••• • • • ••• PRODUCT REVISED as complying wtt0 the Florida BULlding Cod• Mon-Mo. 15-0205.01 Explrntlon Dat• 05/15/2019 By 10dfkt (Nnhol OOIGIECT RATES TO S0DW101 ROOF IOLSTWLTH ThREACED. WM. PER POST WITH NUTS B. MASHERS 5'xl7I2'AWM PLATE T: §SUB -RAFTER/ 941S PI7 OTE ANCH •6('ALE•our.i ••• • A 1 FNL.13001 SHEET •'•• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • NOTE: ALL SHEETS MUST BE REVIEWED MIAMI-DADE COUNTY 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/r/0,0/3 1743/ - PROVIDE MUNICIPAL PROCESS NUMBER HERE El l - /56 5 LOCATION OF IMPROVEMENTS Job Address % // 2 607 SAorc cl r . CONTRACTOR INFORMATION Contractor No. /. C /300 6 "7 7 ( Last four (4) digits of Qualifier No. v6 42. Folio 113205 00I o5Ea Contractor Name novoq C/cc, 4 , c,/ ct i l-s-, Lot 3 3 Block ,? Qualifier Name -5 , Iclp 1-1-10 o i C V / Subdivision 4,./415 din e PBpg Address &/ 7) Yl6/ 9I IC Metes and bounds City hied i.e7 State /`'Zip 33/ 6G TYPE OF IMPROVEMENTS [ ] New Construction on Vacant Land [ ] Alteration Interior [,/Alteration Exterior [ ] Relocation of Structure [ ] Enclosure [ ] Repair [ ] Repair Due to Fire [ ] Demolish [ ]Shell Only [ ] Addition Attached [ ] Addition Detached [ ] Re-Roofl [ ] Foundation Only [ Tent —1 /--- /.3 ' �J Current use of property •Y�eS.�'-t: Description of Work i o 54 // Gc) 1'k c g-'w Sq. Ft. Units Floors Value of Work s( 6 *D PERMIT TYPE [ ] MBLD* Category 0'2 REVIEW STATUS [ ] Chg. Contractor [ ] Re -Issue [ ] Re -Stamp [ ] Revision [ ] Not Applicable for Fire OWNER'S NAME Owner R00ei T %wrt CI eY VG c[ f" Address '=:J 700 /3a t 41cre Or [ ] MELE City Inn 4 (-7-1 ; 51'State 1 l Zip 33) 3 S [ ] MPLU Phone [ ] MLPG Last four (4) digits of Owner's Social Security No. [ ] MMEC [ ] FIRE PERSON TO PICK UP PLANS Name j ar' e <Ie ( vz I -lc, 0 ARCHITECT / ENGINEER Owner Address C ] 5v "//1 <- IL - Address City ` ' � ' `' 1r State 11 Zip 3 3119 City State Zip Phone -2 r; - 02 17 - 01.7 "1 Phone FIRE SPECIAL REQUEST PLAN REVIEW (SRI) I am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible. There is a minimum charge of octe hour. Please contact the Fire Department for current rate. 1st Request: Date: 2"d Request: Date: 3rd 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 -CASTEL\9jOONBarnore0r.dr9 7/2/2009 IC, 34:OD AM EDT 0 10 20 40 1 inch = 20 ft. F.I.P. 1/2" No I.D• 1.35' ALUMINUM GATE 1.5' SOUTH LINE OF LOT "R' 0 CS 0.80' x O cv O N U >- O J CC m LAJ N Q M wCD — x 90'53'00" 7,1 a r7 \ci X METAL SHED 89'07'00" BOUNDARY .SURVEY LOT 31, BLOCK 2 REMAINDER LOT 32, BLOCK 2 125.00' x4'C.LF. x x x y \-CONC. 4' C.LF. x — x — x — x 57.90' o ONE-STORY C.B.S. RESIDENCE 1 9100 12.00' x F.I.P. 1/2" No I.D. 90'53'00". F.I.P. 1/2" I N o No 1•D• 14.6' PARKWAY LEGEND A/C. = Air Conditioner B.M. = Bench Mark C.B.S. = Concrete Block Structure CH = Chord = Center Line CONC. = Concrete (D) = Deed e = Delta D.M.E. = Drainage Maintenance Easement EL. = Elevation F.F. = Finish Floor F.I.P. = Found Iron Pipe F.I.R. = Found Iron Rod cl 125.00' BAY COURT (PER PLAT) 0.40' tr F.I.P.: /2" No I.D. CO • .'. ASPHALT: • 1 :5', ASPHALt ....................................................... : NO:RTH: •BAYSH:ORE :DRIVE :::::::: : 1?025..00' .:. . .............................. .. ................ Fnd. = Found F.N. = Found Nail F.N&D. = Found Nail & Disc I.D. = Identification (M) = Measured N/A = Not Applicable N.G.V.D. = National Geodetic Vertical Datum 0/L = 0n Line P.B. = Plat Book PG. = Page (R) = Record R/W = Right of Way U.E. = Utility Easement O r®� L�==J CHAIN LINK FENCE (C.LF) SYMBOL CATCH BASIN WATER METER M., UTILITY POLE MANHOLE ELECTRIC BOX COVERED AREA — OH OVERHEAD LINES ❑ METAL FENCE (M.F.) CERTIFIED TO : 1. ROBERT HUNDEVADT AND BERTh-A HUNDEVADT 2. uIJIteDwNOFSALE mu:64E6,11S SUCCESSORS AND/OR ASSINGS AS THEIR INTEREST MAY APPE/,R 3. KROOP & SCHEINBERG, P.A. 4. FIDELITY NATIONAL TITLE INSURANCE COMPANY PROJECT SITE Copyfight SURVEY FOR: ROBERT AND BERTHA HUNDEVADT 9100 NORTH BAYSHORE DRIVE MIAMI SHORES, FLORIDA 33138 LEGAL DESCRIPTION: • • 0000 • • a• •e • • • e • • • • Terrace Ei 1,.r� erg a----�."•- 2005 Mcrosoff Eorp. an dlof tts stlpplieTs+ �9•ria is reseruedt� LOCATION MAP; •: SCALE; 4N.T.S) 0000 • •••• ••• • • • •• • • • • • a • • � • ••.••• • Lot 33 Easterly 20 feet of Lot 32, Block 2 of "WATERSEDCE; according• to the plat thereof, as recorded in Plat Book 9, Page 141, of the Public Records of Miami —Dade County, Florida. SURVEYOR'S NOTES: 1) Lands shown hereon were not abstracted for easements, right of way or other instruments of records. 2) There may be additional restrictions not shown in this survey that may be found in public records of Miami —Dade County, Florida. 3) No underground improvements were located. 4) Unless otherwise noted, recorded and measured data are in substantial agreement. 5) Legal description provided by client. 6) This survey must, exclusively, be used for mortgage purposes. 7) Flood Zone "AE" Base Food Elev.: 10.00' as per Miami —Dade County, Florida. FEMA Community. 120652 and Panel Number: 12025C0093—J March 02, 1994. 8) Bench Mark Used: B-62, Elev.=8.65' of Miami Dade County, Florida 9) This survey has been prepared for the exclusive use of the entities named hereon and the certification hereon does not extend to any unnamed party. NOT VAIUD UNLESS EltOOSSED AIN SLRVEYOR'S SEAL I Hereby certify. Thot the attached survey was made under my responsible charge and substantially mesta the minimum technical standards as set forth by the FLORIDA BOARD OF .-S Chapter 61g17-6. Florida a•- ' istJ rsuan• Section 472.027 orld GARY B. CASTEL SURVEYING, INC. LAND SURVEYORS 12016 S.W. 132nd COURT, MIAMI, FLORIDA 33186 (305)253-9720 (305)253-6767 GARY B. CASTEL Registered Land Surveyor No. 4129 State of Florida FIELD DATE: 07/01/2009 DATE: 07/02/2009 SCALE: 1"=20' DRAWN BY: ELF. JOB No. 209 - Z'76