Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
BPP-19-515
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: BPP-03-19-515 Q -- �- r} Permit Type: Pools/Whirlpools/Hot Tubs Work Classification: New Permit Status: Approved Issue Date: 05/02/2019 Expiration: 10/29/2019 Parcel Number 1167 NE 99TH ST, Miami Shores, FL 33138 1132050180080 Contacts YOHIR AKERMAN Owner ESSIG POOLS INC Contractor 1167 NE 99 ST, MIAMI SHORES, FL 33138 DANIEL ESSIG 10111 Business DR, MIRAMAR, FL 33025 Business: 3059490000 Description: NEW SWIMMING POOL, DECK, HEATER, AND SPA Valuation: $ 82,600.00 Inspection Requests: 305-62-4949 Total Scl Feet: 1,384.00 Fees Amount Application Fee - Other $200.00 CCF $49.80 Certificte of Completion for Single Fam $50.00 and Duplex DBPR Fee $37.17 DCA Fee $24.78 Education Surcharge $16.60 Permit Fee $200.00 Planning and Zoning Review Fee $35.00 Scanning Fee $9.00 Structural Review ($45) $45.00 Technology Fee $61.95 Total: $729.30 Payments Date Paid Amt Paid Total Fees $729.30 Check # 3010 05/02/2019 $529.30 Check # 2855 03/08/2019 $200.00 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 AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating con�f}uctjon and oninFuthermore, I authorize the above named contractor to do the work stated. / J Authorized / Applicant / Contractor / Agent Date May 02, 2019 Page 2 of 2 BUILDING Miami Shores Village. RECEIVED Building Department MAR 0 8 2019 10050 N.E.2nd Avenue, Miami Shores, Florida'33138 Cq 41 Tel: (305) 795-2204 Fax: (305) 756-8972 'U-h INSPECTION LINE PHONE NUMBER: (305),762-4949 FBC 201� Q _ - RMaster Permit No. T n ? ` S I PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICALPUBLIC WORKS JOB ADDRESS: Folio/Parcel#: 15+ Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL CHANGE OF ❑ CANCELLATION [—]!SHOP CONTRACTOR DRAWINGS the Building.Historically Designated: Yes NO -- Occupancy Type: Load: Construction Type:: Flood Zone: BFE: FF�Ej: OWNER: Name (Fee Simple Titleholder)- V V� f— `F—�i L(/ 1 Phone#: K Addr City: Tenant/Lessee Name: Email: n CONTRACTOR: Company Name: ESSIG POOLS, INC Phone#: 305-949-0000 ,,,4,4ro«. 10111 BUSINESS DR City: MIRAMAR State: FL Zip: Qualifier Name: DANIEL ESSIG Phone#: _ State Certification or Registration #: Cf C052505 Certificate of Competency #: DESIGNER: Architect/Engineer: ne#: 33025 Address: l City: State: Zip: Value of Work for this Permit: $iSZi d C.) - Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration MNew ❑ Repair/Replace ❑ Demolition ption of Work: <� f q W \ f Specify color of color thru tile: Submittal Fee $ Lnev' 0�'D Permit Fee $ 00 CCF $ Scanning Fee $ Technology Fee $ Structural Reviews $ 5 (Rev1sed02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ CO/CC $ Notary $ 63, , M Double Fee $$M mm Bond $ 57wW TOTAL FEE NOW DUE $ 5 Z01 - c ) 1629.30 B°onding Company's. Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip 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 install8tion 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. �7 Signature Signature \%OWwRorAGENT C CTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of b 20 by day of Cf.,(OO 20 by 1 ✓ytl r I'lllt,-M,ct'l who is,Pel-�to DANIEL ESSIG who is personally known to me or who has produced .``Z` .••''•••'''•.!1 �y, me or who has produced PERSONALLY KNgW14"000y, identification and who did take an otFi :• • Z - identification and who did take an o h. ' PUBLIC � . • RE G # GG 157200 ; m - �OQ: NOTARY ;�y� NOTARY PUBLIC: - v : MY COMMISSION: N : NOTARY PUB IC: C : PUBLIC • EXPIRES • 1� :REG # GG 157200: Z 0 •.,1110112021--*gyp v L MY COMMISSION ; H Sign: '9 ' O .` EXPIRES Sign: •4 tQ- Print: Print: _ C �✓`'Ki�"" 1 •'�9� r���`�'e• Seal: Seal: °4��4r:aa,aQ's APPROVED BY U r l Plans Examiner Zoning 7 Structural Review Clerk (Revlsed02/24/2014) OFFICE OF THE PROPFRTY APPRAISER Summary Report Property Information Folio: Property Address: Owner Mailing Address 11-3205-018-0080 1167 NE 99 ST Miami Shores, FL 33138-2640 YOHIR AKERMAN 1167 NE 99 STREET MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,028 Sq.Ft Lot Size 8,925 Sq.Ft Year Built 1951 Assessment Information Year 2018 2017 2016 Land Value $321,020 $321,020 $299,280 Building Value $223,080 $243,664 $246,402 XF Value $3,980 $4,024 $4,067 Market Value $548,080 $568,708 $549,749 Assessed Value $548,080 $568,708 $549,749 Benefits Information Benefit Type 2018 2017 2016 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description REV PL MIAMI SHORES SEC 8 PB 43-69 LOT 19 BLK 178 LOT SIZE 75.000 X 119 OR 19425-3841 12 2000 1 Generated On : 1/21/2019 Taxable Value Information 2018 2017j_ 2016 County Exemption Value $0 $0 $0 Taxable Value $548,080 $568,7081 $549,749 School Board Exemption Value $0 $0 $0 Taxable Value $548,080 $568,708 $549,749 City Exemption Value $0 $0 $0 Taxable Value $548,080 $568,708 $549,749 Regional Exemption Value $0 $0 $0 Taxable Value $548,080 $568,708 $549,749 Sales Information Previous OR Book - Price Qualification Description Sale Page 29102 04/01/2014 $827,000 Qual by exam of deed 3073 19425- 12/01/2000 $235,000 Sales which are qualified 3841 09/01/1992 $0 15821- Sales which are disqualified as a result 1419 of examination of the deed 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: 1 1, 1 1800 NE 151st Street I North Miami, FI.33162 r/� North Dade (305) 949-0000 1 South Dade (305) 253-4673 1 Broward (954) 438-6251 1 Fax (305) 949-9171 �V www.EssigPools.com I Email: Sales@EssigPools.com lea's.' UNITEDAQUA (4� -�..:�f-aquatech A A'SY�'�"� . ....,../�lP� THIS IS YOUR SWIMMING POOL CONSTRUCTION CONTRACT. Date 1/9/2019 ESSIG POOLS, INC (ESSIG POOLS) agrees to construct for and sell to Yohir Alterman & Yohir Whose residence is 1167 NE 99 St City Miami Shores Licensed& Insured State:CPC052505 Dade:2035160 Broward: 188-246797 zip 33138 Mr. Cell 917 859-3130 Mrs. Cell Other E-mail Address Yohirakerman@gmail.com The swimming pool and related equipment described below (herein collectively called the "work") to be installed at State FL 1167 NE 99 St _City Miami Shores Lot No 19 Block 178 Subdivision Section 8 revised County Miami -Dade Plat Book 43 ("Buyer") State FL zip Page 69 ("Property"). The buyer hereby acknowledges that he/she is the owner or legal representative of the property. Pool Size 15' & 22' Water Surface area 526 feet x 30 rPLANS AND SPECIFICATIONS feet Depth 3 sq. ft. Style Custom Perimeter 104.00 feetto 5 ESSIG POOLS GENERAL CONSTRUCTION SPECIFICATIONS feet linearfeet 1. Essig Poolstosupply pool layout plansandstructural engineering plansforpool-------------------------- Included 2. Essigto obtain the swimming pool construction permits for Buyer, which includes permit costs up to $1,000 or $ Any amount above this allowance will be billed to the Buyer at actual permit cost. Any Bonds required by the City will be billed to the Buyer; Buyer can apply forthe Bond refund, from the City, afterthe work is complete. 3. Essig pools to lay out pool for approval by Buyer ---------------------------------------------------- Included 4. Access wall orfence to be removed by Essig Pools Buyer x Shuttle Dig Note: Access wall orfenceto be replaced by Buyer. 5. Essig Pools to excavate pool and remove excess soil on day of excavation only Included 6. Trees in access and pool site areas to be cut down so that the stump will be 4 feet in height or less_ _ _--_-_ __ By Others 7. Essig Pools to uproot stumps and shrubs in access and pool sites areas. Buyerto transplant Yes ❑ No ❑■ 8. Essig pools to rernove from pool site on day of excavation only: Stumps Yes ❑ No ® Cut trunks & limbs Yes ❑ No ❑■ Concrete Yes ❑ No ® Uprooted shrubs Yes ❑ No ❑E Asphalt Yes ❑ No ® Otherdebris Yes ❑ No W 9. Sanitation and water supply systems, and utilities (overhead and underground to be rerouted where required By Others 10. Essig Pools to use engineered steel reinforcing per code throughout the pool structure _ _ _ _ Included 11. Essig Pools to construct steel reinforced concrete structure to meet applicable code requirements unless Included otherwise noted -___.._ ___-_--_-___- Additions: 6" Walls, Steel 9" o.c., Shotcrete, 4' Demuck; Floor thickness confirm. I3V engineer 12. Essig Pools to install one set of deluxe shallow end steps, custom -formed to include 42 linearfeets___.Included 13. Essig Pools to install coping ----------------------------------------------------------- Yes ® No❑ Type Artistic Bullnose Size 8x16 Color tbs 14. EssigPoolstoinstall acantileveredoverpourYes ❑ No 15. --------------------------------------------- Essig Pools to install a 6" band of water -line tile. Style $14 the upgrade included - 452 ft.. Included Additions: 16. Essig Pools to finish the pool interior using: Marcite----------------------------- Included ---------------- Exposed aggregate Durazzo-5Yr Essig Labor WarrantV pe Polished aggregate Contract, 10 Vr Manuf Warranty OtherMaterial OnIV ,f\7 Buyer's name: Yohir Akerman _ Buyer's Initials: Page 1 of 7 Rev. 6/9/2017 ESSIG POOLS HYDRAULIC AND FILTERING SPECIFICATIONS 17. Deluxe skim merincluding self-adjusting weir and large basket: Type TURBO WITH JET RETURN Quantity 1 Yes ❑■ No ❑ 18. Dual main drainscomplying withthe Virginia Graeme Baker Safety Act2008 Yes ■❑ No ❑ 19. Waterfall: Type Size 20. Pool equipment to be installed within 30' feet of the pool______________________________ Included 21. Concrete orpre-fabricated pads for equipment Included -------------------------------------- 22. 20' of flexible backwash hose - Included Additions: 23. Deluxefilter-------------------------------------------------------------------•------------- Included Manufacturer PENTAIR Size 150 Model Type CARTRIDGE 24. Pump with motor, hairand lint strainer---------------------------------------------------------- Included Manufacturer PENTAIR Size 2HP Model WHISPERFLOW Type 2 SPEED 25. Adjustable eyeball inlets. Quantity 3 wall, 2 floor, 6 total Included 26. Essig Pools' exclusive energy efficient solar recirculating system- ------------------------------------- Included DECK AND DECK EQUIPMENT 27. Decking installed within pool site per specifications below: New deck: Type Artistic Pavers on rock base Sq. ft. 805 Color tbs _ Yes O No ❑ Existingdecktopping: Type 135' Step Risers Sq. ft. Color tbs _ Yes Al No ❑ 28. Sub -surface drainage: Type Deco Drain Feet 66 Yes ® No ❑ 29. Swimout: 7' Dimensions _ Yes ® No ❑ 30. Hand Rail: Type Model _ Yes ❑ No M 31. Ladder: Model Yes ❑ No 0 AUTOMATIC POOL EQUIPMENT 32. Approved Pool Heater------------------------------------------------------------ Yes ® No ❑ Type Heater/Chiller B.T.U. None ManufacturerAcluaCal HeatWave SuperQuiet Propane Gas____________________ Yes ElNo ElModel SQ120R South Beach Natural Gas Yes ❑ No ❑ 33. Gassupply lineto heaterand requires drawings, permits and inspections ............................... By Others 34. Prepare forfuture Automatic Cleaner --------------------------------------------------- Yes ❑■ No ❑ 35. Automatic Pool Cleaner: Type Yes ❑ No❑ 36. Automatic Chlorinator: Model SALT CHLORINE GENERATOR _ Yes ❑■ No ❑ 37. Electrical Hook Up (Including upto 50' feet of rigid of conduit) ............... Yes ❑ No El 38. Electrical panel changes, additional conduit footage, reroutes, new fence or screen bonging, or By Others extra receptacles by Local Code----------------------------------------.----------.-------------- 39. Light: Yes ® No ❑ Type Intellibrite 5G Manufacturer Pentair Numberof lights 2 (1 low profile) 40. Waterproof time clockforfilter: Model 2 SPEED SYSTEM Yes ® No ❑ 41. Specialized Systems Controls: Yes ❑O No ❑ Type"Srnart" app Manufacturer DANDY Model PS-4 __JTHERAPY SPA 42. Spa constructed of Shotcrete Size 6x8 Watersurfacearea 48 Sq.Ft. Perimeter 28 _ Depth 3 43. Spa to be elevated 12"above Pool with a tiled dam wall between the pool and spa. The spillway will be constructed of Tile to allow for a cascading effect Yes ® No ❑ 44. Pedestal spa --------------------------------------------------------------------- Yes ❑ No ❑ 45. 360 Degree Wet Edge Spa elevated 1' feet above' pool water ----------------- Yes No El 46. Essig Pools to install coping: Type Upgraded Tile Size Color _ Yes ❑n No ❑ 47. Essig Pools to install acantilevered overpour______________________________________•-___. Yes ❑ NoM 48. Essig Pools to install a 6" band of water -line tile: Style $14 the upgrade included _ Yes ® No ❑ 49. Plexi-glass spillway optional: Dimensions _ Yes ElNo NO50. DuaImain drairfscomplying with the VirginiaBakerSafety Act 2008--------------------------- Yes ❑■ No El 51. Filteringjet (s): Numberof jets 2 _ Yes ❑n No ❑ 52. Therapyjet design: Numberof jets 4 Twirley, 2.5" Lines Type _ Yes X No ❑ 53. Venturi aircontrols Included Buyer's name: Yohir Akerman Rev. 6/9/2017 Buyer's Initials: Page 2 of 7 [THERAPYSPA(Continued) 54. Jet pump ------------------------------------ Yes ❑ No ❑ Manufacturer Type Size 55. Heater ---------------------------------------------------------------------------- Yes ❑ No ❑ Manufacturer None Type Heater/Chiller Size SQ120R South Beac 56. Spa light ------------------------------------------------------------------------- Yes ® No ❑ Manufacturer Pentair Type Intellibrite 5G Size Spa Size 57. Spa side controls: Type Manufacturer _ Yes ❑ No ❑ OTHER FEATURES 58. Deluxe cleaning tools: wall brush, hand leaf skimmer, thermometer, pole and test kit ---------------------- Included 59. High speed vacuum with 30' foot hose ------------ Included 60. Initial startup service and instructions_____________________________________________ _--__ ------__Included 61. State, county and city sales taxes --__,_____-__Included 62. Guarantees and Warranties (see section in these included in Contract)_ Included 63. Miscellaneous: 1. 4' Demuck Included 2. Pool elevated 12" above grade, 12" beam, 16x16 Coping, Tile Exterior Wall 3. Spa 12" above Pool, 4 Sided Wet Edge; Blower for Spa Jets 4. 12x6 Tanning Ledge with low profile LED light & umbrella sleeve 5. 105' Bullnosed Step Risers per design 6. Outer pool wall finished in "standard" tile (1411 7. Autofill included (plumbing connection by others) City will require new survev for final inspections - Client responsibility Citv will require engineer be present and provide report for demuck - Client responsibility Client responsible for removal of existing wood decking IPAYMENT TERMS Buyer hereby agrees to purchase the work for cash price, payable as listed below: TOTAL PRICE $ 86,600.00 10% Deposit $ 8,660.00 30% at Excavation $ 25,980.00 Note: It is the homeowner's responsibility to install an approved 25% at Shotcrete $ 21,650.00 fence or screen enclosures and any required safety barriers in compliance with the Florida Building Code Pool Barriers prior to 25% at Deck $ 21,650.00 the pool being surfaced. 10% at Start of Surfacing $ 8,660.00 Buyer acknowledges that he/she has read and received a complete legible J\� copy of this contract (seven pages) including terms and conditions contain therein. \1111\ BUYER'S IGNATURE Yohir Alterman PRINT NAME AND TITLE BUYER'S SIGNATURE PRINT NAME AND TITLE 1141141 (,til�ti h GUIr �'r1�l�S EPRESENT IVI OF ESSIG POO INC PRINT NAME Notice of Cancellation 1/9/2019 DATE DATE 1/9/2019 07_r99 Either Buyer or Essig Pools may cancel this transaction without penalty or obligation within three (3) business days from the above date. To cancel this transaction, mail or deliver a signed and dated copy of this cancellation notice or any other written notice no later than midnight of the third day after the above signed date. I hereby cancel this transaction. BUYER'S SIGNATURE Buyer's name: YohirAkerman PRINT-N E AND TITLE `�J Buyer's Initi Is� DATE Page 3 of 7 Rev. 6/9/201 I Mlsalion: Ron DeSantis Governor To protect, promote & improve the health of all people in Florida through integrated state, county & community efforts. Florida' HEALTH Mallon: To be the Healthiest State in the Nation February 28, 2019 (Essig Pools Inc) 10111 Business Drive Hollywood, FL 33025 RE: Contingency Letter Application Document No: AP1398836 Centrax Permit Number: 13-SC-1925657 OSTDS Number: 1167 NE 99 St Miami, FL 33138 Lot:19 Block:178 Subdivision: Dear Applicant: This will acknowledge receipt of an application dated 02/19/2019 for a permit to use an existing onsite sewage treatment and disposal system located on the above referenced property. NO OBJECTION FOR A NEW POOL INSTALLATION. From a review of your completed application, it has been determined that your existing system appears to meet the minimum standards of F.A.C. 64E-6 for the proposed use. It is approved for use with the plans submitted to this office. If this system should fail, causing an unsanitary condition to exist, steps must be taken to bring the system into compliance immediately. Department approval of the system does not guarantee satisfactory performance for any specific period of time. Any change in material facts which served as a basis for issuance of this approval requires the applicant to modify the permit application. Such modification may result in this approval being made null and void. Issuance of this approval does not exempt the applicant from compliance with other Federal, State, or Local Permitting required for development of this property. If you have any questions on this matter, please call our office at (305) 623-3500. Sincerely, Z a�Philizairte, Engineering Specialist II Florida Department of Health www.FloridasHealth.com in DADE COUNTY TWITTER:HealthyFLA 1725 NW 167 St, Opa Locka, FL 33056 FACE BOOK: FLDepartmentofHealth PHONE: (305) 623-3500 . FAX: (305) 623-3645 1 YOUTUBE: fldoh U.S. DEPARTMENTbF HOMELAND SECURITY OMB No. 1860-0008 Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the Instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/oompany, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: Yohir Akerman A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 1167 NE 99th Street City State ZIP Code Miami Shores Florida 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 19, Blk 178, of "Miami Shores Sect. 8 Revised" PB 43, PG 69, Miami -Dade County Folio: 11-3205-018-0080 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Let, 250 52' 00.73" N Long. 800 10' 28.79" W 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. AT Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure($) 1,514 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 12 c) Total net area of flood openings in A8.b 1,344 sq in d) Engineered flood openings? ❑ Yes ❑x No A9. For a building with an attached garage: a) Square footage of attached garage 0 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq In d) Engineered flood openings? Yes [x No SECTION B —FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State Village of Miami Shores / 120652 Miami -Dade Florida B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevations) Number Date Effective/ (Zone AO, use Base Revised Date Flood Depth) 12086CO306 L 09/11/2009 09/11/2009 AE 8' .. ... . . . . . .. 810. Indicate the source of the Base Flood Elevation (BFE) data o.r base ioid dep�h:erl ted Ih jtem B9: [FIS Profile R FIRM ❑ Community Determined ❑ Other/Source: .. • B11. Indicate elevation datum used for BFE in Item 139: x0 NP�VD 11*29.. [6NAVb 198& *.q -?ther/Source: . . : : . . . . . . . .. .. .... . .. B12. Is the building located Ina Coastal Barrier Resources System (CBRS) area oT OtheiSnNBe Ptotected Area (OPA)? Yes [jx No Designation Date: F1 CBRS .QPA . . . . . . . . . . . .. .. . . . .. . . FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 '� • - OMB No. le90-0008 ELEVA'i ON CERTIFICATE Expiration Date. November 30, 2018 f PORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE uilding Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 167 NE 99th 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" ❑ Building Under Construction" ❑x Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1-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 A7. In Puerto Rico only, enter meters. Benchmark Utilized: # B-400 Elevation=8.27' Vertical Datum: N.G.V.D. 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) 8.0 feet ❑ meters b) Top of the next higher floor 9 53 0 feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A. ❑x feet ❑ meters d) Attached garage (top of slab) N/A, [xj feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 7 67 ❑X feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 7.7 ❑M feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 7 9 ❑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. l certify that the information on this Certificate represents my best efforts to interpret the date available. I 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? ElYea ❑ No ❑x Check here if attachments. Certifier's Name License Number 1" S' 14 $�- 6-7 92 Efrain Lopez 6792 Title Professional Surveyor and Mapper Company Name I Efrain Lopez Se are Address 13801 SW 10th Terrace city state ZIP code D��, 8�2d! 8 Miami Florida 33184 Signature Date Telephone 06/1824113 • • . (313215.'9Qe3 Copy all pages of is ovation Certificate and all attachments for (1)c91hrowity Acial• (7)lnsurar oe agenticompany, and (3) building owner. Comments (includinXYlpe of equipment and location, per C2(e), if applicable) Crown of Road Eleva 'o = 7.76' N.G.V. D. 1929 • • • • • Description of C2.e): T o air Conditioner located at West side o; 44ousd top• of sl1b1:l3vatigJh=7.076,and located at North side of house top of slab Elevation= 7.$3' N.G.V.D. 1929 • • Description ofA7. Building Diagram Number: 8 and 1A Miami -Dade County Benchmark # B-400 Elevation= 8.27' N.G.V.D. 1929 Description of A& Coordinates were obtained on site using Global•Posilonin9 9yslerr$6%) . . . . . . . . . . . .. .. . . . .. . FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 BUILDING PHOTOGRAPHS AfloN CERTIFICATE See Instructions for Item AG v pNr: In these spaces, copy the corresponding information fro m Section A. Street Address (including Apt.. Unit. Suite, and/or Bld No P or ;rdin9 ` g (D Route and Box No rr61 NE g )th Street Miami Shores ZIP Code Florida 33138 OMB No 1660-0008 Expiration Date. November 30, 2018 FOR INSURANCE COMPANY USE Policy Number. 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 AEe Identify all photographs with date taken, "Front View' and "Rear View",and, if required, "Right Side Vier" and "Left Side View" When applicable, photographs must show the foundWion 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 Nhoto cane Photo One Caption Front View Date Taken: 06/15/201 Photo Two Caption Rear View Date Taken' 06/15/2018 . . . . . . . . . . . .. .. . . . .. .. FEMA Form 086-0-33 (7/15) Replaces all previous editions Form Page 5 of 6 ENGINEERING & TESTING., INC. Phone: (866) 781-6889 *Fax: (866) 784-8550 www.floridaengineeringandtesting.com 250 S.W. 13"' Avenue Pompano Beach, FL 33069 REPORT OF GEOTECHNICAL EXPLORATION FOR: Yohir Akerman 1167 N.E. 99' Street Miami Shores, Florida 33138 PREPARED FOR: Proposed Swimming Pool 1167 N.E. 991h Street Miami Shores, Florida 33138 PREPARED BY: Florida Engineering & Testing, Inc. 250 S.W. 131h Avenue Pompano Beach, Florida 33069 (954) 781-6889 . ......... . .. ... .. . .... July 11,.2018 • • 0*0 .. . .... . .. .. . . . ... . .. .. .. .... . .. .... ....... . An•.• • • • •. •.• Quality V�,\3��� ./�ssu�anL'�• • TABLE OF CONTENTS DISCLAIMER COVER LETTER • SOIL STRATAS • WATER LEVELS • FOUNDATION RECOMMENDATIONS III.) STANDARD (DYNAMIC CONE) PENETRATION LOG(S) IV.) FIELD SKETCH V.) MAP OF SUBJECT SITE VI.) GENERAL NOTES • KEY CLASSIFICATIONS & SYMBOLS VII.) LIMITATIONS OF LIABILITY DISCLAIMER Our report findings are based on present onsite soil conditions encountered. It is imperative that you read our reports in their entirety and follow all recommendations as listed. Failure to follow our recommendations, may result in delays and additional costs due to permitting agencies (Building Department, etc.) withholding a Certificate of Occupancy for your proposed structure(s). All recommendations shall be followed in order to receive a final certification, which may include but not be limited to density testing per lift of fill material, demucking verifications, piling inspections. In addition, these reports are for foundation analysis only and shall not be used for excavating, backfilling, or pricing estimates. .. ... . . . . . .. .... Please schedule us at least 24 hours in advance for Atost! 3ni 0 0:etjons. If you choose to use . .. ... .. . . . . another engineering firm for further testing and inspections, it is your responsibility to ensure that they .. .. provide you with the proper certification in writi4g, as o.utlineAo n-o or report. . . . . . • . . . . . . . .. . . . . . . . . . . . •.. . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. .. ... . . .. . . "W July 11, 2018 Yohir Akerman 1167 N.E. 991h Street Miami Shores, Florida 33138 RE: SUBSOIL INVESTIGATION Proposed Swimming Pool 1167 N.E. 99th Street Miami Shores, Florida 33138 Dear Sir or Madam; ENGINEERING & TESTING, INC. Phone: (866.) 781-6889 •Fax: (866) 784-8550 www.floridaengineeringandtesting.com 250 S.W.13th Avenue Pompano Beach, FL 33069 Job Order No.: 18-2862 Pursuant to your request, Florida Engineering & Testing, Inc., has completed a subsoil investigation on July 10, 2018, at the above referenced site. The purpose of our investigation was to verify subsoil conditions relative to the proposed structure(s) foundation preparation and design. Our recommendations are based on the assumption that the proposed structure(s) are as follows: a standard size gunite swimming pool. One (1) SPT boring was performed according to ASTM D-1586 down to a depth of twenty-five feet (25') below existing ground level (BEGL) (see attached field sketch for locations). Please see the attached SPT Test Boring Report(s) for soil profiles. Groundwater table elevation was measured immediately at the completion of the boring and was found at a depth of five feet four inches (5'4") BEGL. Fluctuation in water levels should be anticipated due to surface runoff, tidal influences, seasonal variations, varying ground elevation, construction dewatering and pumping activiti�§ ;;.the area. Site contractor must familiarize themselves with site conditions in the event gsound,4at�x:co;*is:aia dewatering is needed. The contractor shall make sure that groundwater leYelg,* �,c� A nt;p o��sties are not affected by the contractors dewatering activities. Specialty groundwater contractors shall be consulted for all work below the groundwater level. .. . . . ... .. . . . . . • • . . . . . . .. . . . • • . . N.. • .. .. Qtialifrj �y��1���/J�s:il�anL'�• • • Page 2 July 11, 2018 Job Order No. 18-2862 Yohir Akerman Proposed Swimming Pool 1167 N.E. 99" Street, Miami Shores, Florida 33138: FLO N) The boring log(s) attached present(s) a detailed description of the soils encountered at the test location(s). The soil stratification shown on the boring log(s) is based on the examination of the recovered soil samples and interpretation of the driller's field log(s). It indicates only the approximate boundaries between soil types. The actual transitions between adjacent soil types may be gradual. Unsuitable silt material was encountered at approximately three feet (3') down to four feet (4') BEGL. All unsuitable material encountered must be removed prior to construction. This information is intended for foundation analysis only; it is not to be used for excavating, backfilling or pricing estimates. Florida Engineering & Testing, Inc., shall be on -site to monitor the excavation of the unsuitable material to ensure complete removal. Based on our understanding of the proposed structure and the information obtained from our field boring logs; we recommend the following procedures for foundation preparation: 1) Locate the pool/spa and deck area, excavate and remove the layer of unsuitable material down to clean material located at approximately four feet (4') BEGL under all construction areas plus two feet (2') past the outer perimeter of the structure. To ensure proper removal of the unsuitable material dewatering the area is recommended. 2) All excavations shall maintain a minimum of 2 horizontal to 1 vertical (2:1) next to all foundations to prevent undermining of existing foundations. If the required slope recommendations cannot be maintained, then shoring of the existing foundations may be required to prevent undermining. 3) De -water the bottom of the excavation and compact with a vibratory roller to a minimum of 95% of the A.S.T.M. D-1557 modified proctor method. 4) Backfill to proper pool bottom elevation if needed using a clean granular material placed in lifts not to exceed twelve inches (12") in thickness and compacted as per item 3. 5) Care should be taken when using vibration in case of existing structures in the vicinity of the construction area. If vibration cannot be used for compaction, static compaction may be applied. However, in this case, the compacted layers should not exceed six inches (6") in thickness. 6) All construction fill material shall be clean granular soil, free of organics or other deleterious material, and shall contain no more than ten *(ID; ptrgdiat fi*eq passing a U. S. Standard No. 200 sieve (0.075mm). In order to ensure Ut tti :o?s,a;tl a bottom of the pool are stabilized we recommend that a six-inch (6") layer off' D*O*T. V57 ttoAe Wbe placed at the bottom of the pool foundation. . .... .m�t.. 7) Representative samples of the on -site.. and:propoked: fill'ert'al: should be collected and tested to determine the classification and compaction characteristics. . .. . .. . . . . . .. .... . .. .. ... . . . .... . 'Page 3 FLO A July 11, 2018 Job Order No. 18-2862 Yohir Akerman Proposed Swimming Pool 1167 N.E. 991h Street, Miami Shores, Florida 33138: 8) Verify all densification procedures by taking an adequate number of field density tests in each layer of compacted material. 9) All Geotechnical work shall be performed under the supervision of a Geotechnical Engineer or his authorized representative. Provided the above foundation recommendations are achieved and verified; it is our opinion that the proposed structure can be designed for a shallow foundation system with a permissible soil bearing pressure not to exceed 2,000 P.S.F. Bearing capacity certification requires satisfactory completion and verification of all the above foundation recommendations. If applicable, provisions shall be made by the architect, engineer of record and contractor to address differential settlements when tying in new to existing structures. If applicable, the seawall structure should be inspected to verify the structural integrity and prevent undermining due to the piling installation or excavation operations. Care should be taken to avoid damaging seawall tiebacks. Regardless of the thoroughness of a Geotechnical exploration there is always a possibility that conditions may be different from those of the test location(s); therefore Florida Engineering & Testing, Inc., does not guarantee any subsoil condition surrounding the bore test hole(s). For a more accurate portrayal of subsurface conditions, the site contractor should perform test pits. The discovery of any site or subsurface conditions during construction which substantially deviate from the information in our subsoil investigation should be reported to us immediately for our evaluation. In accepting this report the client understands that all data from this soil boring report is intended for foundation analysis only and is not to be used for excavating, backfilling, or pricing estimates. The site contractor must familiarize themselves with the job site conditions prior to bidding. As mutual protection to clients, the public, and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions, or extracts from or regarding our reports is reserved pending our written approval. All work must be conducted under the supervision of our Geotechnical engineer. All work shall be conducted in compliance with the Florida Building Code FBC and OSHA workers protection rules and all applicable Federal, State, County and City Rules and Regulations. Florida Engineering & Testing, Inc., appreciates the opportunity to be of service to you at this phase of your project. If you should have any questions or comments, please give us a call. We would be pleased to help any way we can. It has been a pleasure. woOdrlg %Iitj y9W and 0h Ourd to doing so in the near future. • • • �N\ ..' .Sinda�l�, • :: �'�� ,• �icEMB�,FiS',G�/�i o. 4a202 :'. : Mat'k?�:Mesi� fir• • Florxla nginee %,Tes . Florida Reg. No. 4 ,���.;ORIDP-•"����� •: • : Cer:i4c4telof 4uthgf . ..... . ... . •• •• . • . .. •• .... . . .... . SPT Test Boring Report Client: Yohir Akerman Hole No: B-1 Project: Proposed Swimming Pool Date: 7/10/18 Address: 1167 N.E. 991h Street Miami Shores, Florida 33138 Location: See Attached Field Sketch Penetration 'IN" Value 01 - 31 Dark Grayish Brown Silty Fine Sand with Rock 4'- 71 Mottled Light Brown and Grayish Brown Fine Sand �ml\ 11�IIIIIA Sandy Limestone with Trace of ',Light Grayish Brown Fine Sand ■�II11l11111� �OIIIIIIINIYII ■III�YI�IIII . • • • • • • • • • 16 Water Level: 5'4" BEGL ' ' ' ' • • .. ... .. . . . .. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clientsq .. and authorization for publication of statements, conclusion: Pr : extracts from or regarding our reports is reserved pending pu: written approval. • ' A = Auger Ref = Refusal • • • BEGL = Below Existing Ground Level 0 = Weight of Hammer • • • • • Mark A. WsiA Florida Engini : : I�1ori$a leg. lZf • • . ; tye>Ctif�cat�bf NZ F r No.48202 ' g&T99 Ind44 , lV � 0J.ttP �, 06V FENCE 0 0 OI � � 3 SIEFii •�•�?? B-1 h Al ON q' NCIOp Al! ,jjjf ~ r rl J� * COWC. i' iSt�OD C�3• rs. �� A TEY CK; ��i 15.E3' lGl9I' ,GATE �+ew tOf GAS s'7.f5''. 2D TANK ROCK 170 i ONE STORY CBS n` iM W ' RESIDENCE # 1167 P' CONC. ~ FAD LOT-19 6LOCJf-tld !' L 9 11. b' C 4 i•'P'+ eL4LL t r li.d4.' tO.TJ t..l LLOkt. PA S—LL! q � +_ — , 71 ea 75 .0w (P&M) Fcp r z O �todr (No I'D.) W..U. CORNER .e 23.6' PARKWAY 44 } 21.445", LT' PAWWN 7_6f' 7D• Y'ytk-RIGIfi-OF-WA Y •• ••• • • • • • •• • •• • • • • ••• • • • • • • Field Sketch ..... -Not-to Scale • • •i1j7; i499 • itreet • Miami Shores, Florida 33138 .... ....... . . ...... . .... .... . . ... . . L.v bing maps 1167 NE 99th St, Miami Shores, FL 33138 8hceyne ork �I d NE 110th St. i! �• 1 f'� .yo NE10�thSrT o r. _ _ .^ - x NE Imh St•' mi.. Oey t ,• �� NEIO8th St = 2 Sti! 1, - �f g It Q101 Z rALD p NE Quayside.Terrace •-. LB jOnlrners Dr - / �NE.'b7'hh!St.' f , j Z I I •.1•'a . _- !` ` 1i _ t ' NE lOSth St — -_ 0 NE-i05th St; r• �. C�^_ NE104th + L,t M�arry Shoies Cougtry C/uh t ' _ RA_ J - - NE103rd;St. `yu f'I M(a 2ndSt.^ ) - wyCLkI�t+1 T, m:_...-•--� i�L NE 101st St.: '>+ 1167 NE 99th St- Miami Shores, FL33138 dl r) ;�' =� xNE.97th.St NE96thSt t -NE 95thSt, ,.�NE95th'St-- - A._.NE 94th St ' 4 St^ yFi •'NE93rdSt 1_ : NE 9dth f r m 'I -" - Ar�anseofMiamiAnft !_'' 1Sj s NE92ndSt; JL { =9='-`E9/stTerrace � - NE 90th:St - NE 90tlt St Z ^ _ NE 89th St i + z �-Z '- NE Bath Sty {9 o 1I1007RRt m _ -' Y`+ �--- NE 88th St_n_ - _ _ ' �r�, - l 02018 HF12E,0 O�en5treetMep }� i •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLO A GENERAL NOTES • Soil boring(s) on unmarked vacant property or existing structure(s) to be demolished should be considered preliminary with further boring(s) to be performed after building pad(s) are staked out. • As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. • It is not our field inspector's responsibility to supervise, schedule, or stop any phase of the project. His/her responsibility is limited by the duties stated in the contract. • It is the client's responsibility to provide adequate safety for the site and personnel. KEY CLASSIFICATIONS & SYMBOLS Correlation of Penetration Resistance Particle Size with Relative Density and Consistency Boulder > 12in Cobble 3 - 12in Dynamic Cone Standard Gravel 4.76mm - 3in Penetrometer Penetration Relative Sand 0.074mm - 4.76mm (Penetrometer(Hammer Density Silt 0.005mm - 0.074mm Resistance) Blows) Clay < 0.005mm 0 - 10 0 - 3 Very Loose 10 - 25 3- 8 Loose Sands 25 - 45 8 - 15 Firm Modifiers 45- 75 15 - 25 Very Firm 75 - 120 25 - 40 Dense 0 - 5% Slightly Silty/Clayey > 120 > 40 Very Dense 5 - 30% Silty/Clayey 30 - 50% Very Silty/Clayey 0 - 6 0 - 2 Very Soft 0 - 2% Very Slight Trace Silts 6 - 15 2 - 5 Soft 2 - 5% Slight Trace 15 - 30 5 - 10 Firm 5 - 10% Trace & 30 - 45 10 - 15 Stiff 10 - 15% Little Clay 45- 90 15 - 30 Very Stiff 15 - 30% Some 90 - 150 30 - 50 Hard > 30% With . • ... . • • • . • . Rock Hardness.DeStrlptiarX :.: •. Soft Rock core crumbles when handled. Medium Can break cor %1014 your bands. • Moderately Hard Thin edges ofppck wore c4n:b$btokeli Mth ringers. Hard Thin edges of'rock Dare canxo1 lye troten%whh fingers. Very Hard Rock core rings when struck with a hammer. ... . . . . ... . . . . . . . . . . . . . .. .. . ... . . . . . .. . . ... . . LIMITATIONS OF LIABILITY WARRANTY We warrant that the services performed by Florida Engineering and Testing, Inc., are conducted in a manner consistent with the level of skill and care ordinarily exercised by members of the profession currently practicing under similar conditions. No other warranties, expressed or implied, are made. While the services of Florida Engineering & Testing, Inc., are an integral and valuable part of the design and construction process, we do not warrant, guarantee, or insure the quality or completeness of services or satisfactory performance provided by other members of the construction process and/or the construction plans and specifications which we have not prepared, nor the ultimate performance of building site materials. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. SUBSURFACE EXPLORATION Subsurface exploration is normally accomplished by test borings. The soil boring log includes sampling information, description of the materials recovered, approximate depths of boundaries between soil and rock strata and groundwater data. The log represents conditions specifically at the location and time the boring was made. The boundaries between different soil strata are indicated at specific depths; however, these depths are in fact approximate and dependent upon the frequency of sampling. The transitions between soil stratum are often gradual. Water level readings are made at the time the boring was performed and can change with time, precipitation, canal levels, local well drawdown, and other factors. Regardless of the thoroughness of a Geotechnical exploration there is always a possibility that conditions may be different from those of the test locations; therefore Florida Engineering & Testing, Inc., does not guarantee any subsoil condition surrounding the bore test holes. For a more accurate portrayal of subsurface conditions, the site contractor should perform tests pits. If different conditions are encountered, Florida Engineering & Testing, Inc., shall be notified to review the findings and make any recommendations as needed. LABORATORY AND FIELD TESTS ANALYSIS AND RECOMMENDATIONS The Geotechnical report is prepared primarily to aid in the design of site work and structural foundations. Although the information in the report is expected to be sufficient for these purposes, it is not intended to determine the cost of construction or to stand alone as construction specifications. In accepting this report the client understands that all data from the soil boring is intended for foundation analysis only and is not to be used for excavating, backfilling or pricing estimates. The site contractor must familiarize themselves with the job site conditions. Report recommendations are based primarily on data from test borings made at the locations shown on the test boring reports. Soil variations may exist between borings and may not become evident until construction. If variations are then noted, Florida Engineering & Testing, Inc., should be contacted so that field conditions can be examined and recommendations revised if necessary. The Geotechnical report states our understanding as to the location, dimensions, and structural features proposed of the site. Any significant changes in the nature, design, or location of the site improvements must be communicated to Florida Engineering & Testing, Inc„ so that the Geotechnical analysis, conclusions, and recommendations can be appropriately adjusted. CONSTRUCTION OBSERVATIONS Construction observation and testing is an important element of Geotechnical services. The Geotechnical Engineer's Field Representative (Field Rep.) is the "owner's representative" observing the work of the contractor, performing tests, and reporting data from such tests and observations. The Geotechnical Engineer's Field Representative does not direct the contractor's construction means, methods, operations, or personnel. The Field Rep. does not interfere with the relationship between the owner and the contractor, and except as an observer, does not become a substitute owner on site. The Field Rep. is only collecting data for our Engineer to review. •• ••• • • • • • •• Thg Mgl:l $eo. i: rgsprisible for his/her safety only, but has • nE sespms:bi�it %r thesafety of other personnel and/or the 00 generaf public of the site. If the Field Rep. does not feel that o the site is offering a safe environment for him/her, the Field •• *:Rep. "ill stop �his/lVj bservation/ testing until he/she deems Tests are perfonned in accordance with specific AS'TIA. ;the.si;.; 4ifC. ;ht.Field jep. is an important member of a Standards unless otherwise indicated. All criteria includtJ0 :foam Vos%tlespoC�Dilttyis to observe the test and work in a given ASTM Standard are not always required and being done and report to the owner whether that work is performed. Each test report indicates the measurements and being carried out in general conformance with the plans and ••. ..• • • determinations actually made. c•peci4cahons••. •• • • • • • • • • • • • • • •• •• • • • •• •• Permit # Residential S wimming Pool, S pa and Hot Tub Safe ty Act Notice of Requirements I (We) Acknowledge that a new swimming pool, sp a or hot tub will be constricted or installed at 111o�—�� F_ 1-1 'S-T and hereby affirm that one of the following methods will (Please Print Job Address) be used to meet the requirements of Chapter 515, Florida Statue and Florida Building Code Section R4501.17 **** Please initial the method(s) to be used for your pool or spa **** The pool will be equipped with an approved safety pool cover that comp lies with ASTM F1346-91. (Submit Manufacturer's Specifications). A continuous,one-piece (child) barrier meeting the requirements of Florida Building Code R4501.17.1.13 will'protect the pool perimeter. The plans shall show the fence location and method of attachment, including one end that shall not be removable without the aid of tools. (Submit Manufacturer's Specifications). A combination. of non -dwelling walls and fences (screen enclosure, child fence,masonry fence walls,chain link or wood fence, etc.) will protect the pool perimeter. The plans mast specify the type and location of all non -dwelling walls. Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all windows and doors will be equipped with exit alarms complying with Florida Building Code, R4501.17.1.9 (Submit Manufacturer's Specifications). Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all doors will be equipped with a self -latching device with positive mechanical latching/locking installed a min. 54" above the threshold. If this option is selected, submit plans showing all types and location of all perimeter protection. The plans must also show the location and type of all op enings,and the hardware type for each location. (Submit Manufacturer's Specifications). A swimming pool alarm that, when placed in a pool, sounds an alarm upon detection of an accidental or unauthorized entrance.into the water. Such pool alarm must meet and be independently certified to ASTM Standard F2208, titled "Standard Safety Specification for Residential Pool Alarms," which includes surface motion, pressure, sonar, laser, and infrared alarms. For purposes of this paragraph, the term "swimming pool alarm" does not include any swimming protection alarm device designed for individual use, such as an alarm attached to a child that sounds when the child exceeds a certain distance or becomes submerged in water In accordance with the Code, a final inspection of the pool project will not be approved without compliance with the Private Swimming Pool Safety Requirements, and upon expiration of the permit, the pool shall be presumed to be unsafe. I understand that not having one of the above installed will constitute a violation of Chapter 515, F.S., and will be considered as committing a misdemeanor of the second degree, punishable as provided in Section 775.082 or Section 775.083 F.S. This form must be signed by the owner/agent and the prime contractor. Of I I .%��MICHgF� Owner's Si iahi and Date ••� PUBLIC er's ne (please pr' t) a : REG # GG Do- Own1572rn v MY COMMISSION : N EXP •' . %,� d'j: •. • 1110112021•. ��O No ry yo, ature 6c Date Commissidfuu i ,%•` 0146441 .. ... . . . . .. .. .�•! Prime Contractor's 2atp 0 * * 19rrN11 PtS fEtSCICj •• • Pt� ;a,Qntra ctoor' Name • ••. :No�ry S;SZ tide at$ Q TARY • � '• ;9A •. PUBLIC Ra 157200'; � • REG�MISSION • � W Ptintj�; 11A11�; 'IZN/�: /( wOF Commission Expires: OPERATING INSTRUCTIONS MANUAL MEETS ASTM SAFETY STANDARD FOR P®OL ALARMS f;^ • \+r�y k t. �S. MODEL PGRM - 2 85dB Horn at 10 Feet ....... . .. .. ......... . This product has been designed to aid in the detection of unwanted Intrusions into unsupervised pools. POOLGUARD IS A SAFETY -ALARM SYSTEM MCL NOT A LIFE SAVING DEVICE. "This device is not Intergd $ rgo$4 ab� dtFfer. safety consideration - i.e., adult supervision, lifeguards; 1ncot, gates; pOol epvers, locks, etc., and some devices may not detect gradual entry." .... .. . .... • ... . • GENERAL POOLGUARD is the result of quality design and manufacturing techniques that are a standard at PBM Industries, Inc.; a company dedicated to high quality products. POOLGUARD is a result of that dedication and we guarantee and' stand behind' the POOLGUARD alarm system. POOLGUARD pool alarms are verified by ETL to the ASTM safety and performance stan- dard for pool alarms, ASTM F2208. POOLGUARD is an electronic monitoring system that automatically sounds an alarm when children or pets fall into your unsupervised pool. POOLGUARD is a .portable,, self-contained, lightweight unit that is safe and simple to operate. Entry into the pool will be detected by the unit's electronic sensor, triggering a loud pulsating alarm and an internal RF transmitter. The remote receiver will receive the transmitted signal and sound an alarm within the home. INSPECTION POOLGUARD is packaged in a shipping carton that minimizes the chance of damage due to handling. Check for damage and confirm that the con- tents of the carton include the following items: • POOLGUARD Unit • Handle • Remote Receiver and -Power Supply • Operating Instructions Manual • Warranty and Registration Card If an item is missing, contact either the place of purchase or PBM Industries, Inc. for replacement. CARE AND HANDLING POOLGUARD is constructed from sturdy plastic to withstand the adverse moisture environment of a swimming pool. Care needs to be taken when handling to ensure against being dropped, kicked, etc. Also, be sure to remove the pool unit and set it away from activity In the upright .position when the _pool is being used. (See figure 1) If the pool unit accidentally falls into your pool, remove it immediately and drain the water from it. Take the unit apart as indicated in the Battery Replacement Procedure and remove the battery. Tip and shcjVe unit and remove all excess water from inside the unkand the bttjaV,,and the circuit board area with a paper towel or cloth. Completely€esf dnat-before each use as described. in, manual to- ensure. proper operation. (Remember, to always remove the pool unit from the pjio1_-*WhWb swimmirng and set it aside away from pool activity). ' ' • • • • • ATTACHING HANDLE The two handle screws are located in the top of the alarm, remove them and attach the handle, (See Figure 1) RESET/SLEEP- SWITCH (SEE- FIGURE 1.). RESET: When the pool unit is installed in the pool and the horn is sound- ing; press the reset/sleep switch once to silence the alarm. SLEEP MODE: When the pool unit is removed from the pool and the horn is sounding; press and hold the reset/sleep switch for 3 seconds to silence the alarm. The pool unit will -automatically wake 'up when it is -installed into the pool. THE POOL UNIT WILL NOT GO INTO SLEEP MODE ONCE IT IS INSTALLED IN THE POOLi BATTERY INSTALLATION / REPLACEMENT (Battery not included) POOLGUARD is powered by a standard 9 -volt alkaline battery. To install or replace the battery: • Remove the screw from the bottom of the unit, refer to Figure 1. • Carefully slide out electronics assembly; do not pull or jerk on internal hook up cable. (If necessary, gently shake unit to remove assembly.) • Remove old battery and check for leakage or corrosion. (Remove any leakage or corrosion if present before installing new battery.) • IMPORTANT: WHEN A 9V BATTERY IS FIRST INSTALLED IN THE POOL UNIT, THE HORN WILL SOUND. TO SILENCE THE ALARM PRESS AND HOLD THE RESET/SLEEP SWITCH FOR 3 SECONDS. THIS PLACES THE POOL UNIT IN SLEEP MODE. THE POOL UNIT WILL AUTOMATICALLY WAKE UP WHEN IT IS INSTALLED INTO THE POOL. • Install new battery by attaching snap connection and sliding into battery holder. -Slide electronics assembly into pool unit; do not pinch -internal hookup cable. • Replace the screw, hand tighten until screw isad themay J" and flush against the pool unit. •• • • • • ••• • To prevent possible damage, battery should be removed whenever storing the alarm, for an extended period of time: ;'; : •; ; •.: •; 0:6 . .. . •• •• . 0 . •• •• LOW BATTERY FUNCTION The POOL UNIT AND THE REMOTE RECEIVER will beep once approximately every 20 seconds to alert you that the battery is low in. the pool unit and. needs. to be replaced.. HANDLE SCREWS ELECTRONICS ASSEMBLY 1 HORN ®� 85d8 at W feet INTERNAL SCREW RESET/SLEEP BATTERY HOOKUP SWITCH HOLDER CABLE Figure 1 UPRIGHT POSITION Figure 2 illustrates locations best suited for detecting intrusions from any area of the pool. If your pool is larger than 800 square feet, if you have more than 2'return lines, any concerns about the size; or if you have an irregular shaped pool, please call customer service to clarify the recommended number of alarms and locations for alarms: 1-800-242-7163. Poolguard pool alarms have been tested and certified by ETL in a 16' x 32' pool. t Figure 2• .:.... , .. . Pools 800 Square Feet alhd,.- nadller% :•: • • • : • '. • •. • Kont. on next page) .... ....... . PLACEiNEfVi' IN YOUR POOL (Continued) POOLGUARD automatically compensates for variations in pool levels within the unit's operating range. The unit utilizes a sensing throat which projects into the water and is designed to operate in. most pools with an in -wall skimmer. The sensing throat cannot be less than 2 inches, (See Figure 3), and not more than 7 inches into the water, POOLGUARD recommends that the sensing throat be approximately 4" in the water POOLGUARD can be used with SOLAR BLANKETS on the pool. POOLGUARD can also be used in spas. 0\ SENSING THROAT CANNOT BE LESS THAN 2" IN BSUPP LOCK THE WATER, POOLGUARD RECOMMENDS THAT THE SENSING THROAT BE APPROXIMATELY 4" IN --► Figure 3 THE WATER IMPORTANT POOLGUARD may not function properly if your pool's water level is not maintained within the required levels of your alarm. Also, the unit may not operate effectively while certain types of automatic pool cleaners are in operation. Some irregular shaped decks may not provide a level foundation for the unit by the pool's edge. This minor problem can be overcome by appropriately supporting the unit.(See Figure 3). STABILIZING YOUR POOL ALARM The Alarm Stabilizing Pin (ASP) is factory installed onto your pool alarm. Tools needed to install your alarm are: One 5/16" masonry drill bit that can be found at your local hardware store, a drill, a pencil, a tape measure or yard stick. 1. Position your pool alarm so that the sensing throat is in the water and the ASP is touching the deck, (Be sure to leave a small space between the sensing throat and the edge of your dook�,:Fie#er.ta F.igwe 4. 2. Mark with a pencil the spot where you wlsh•fa$rlf l �V.lfole for the ASP. 3. With the 5/16" masonry drill bit, drill a hole•2 1%4" inAU*deep, as straight as possible. .. •.. . .... . :: • ,•• ; . •. : font. on next page) . , ... . . . . ... . . • ..... .... BILIZING YOUR -POOL ALARM COn i ( i need) 4. Clean off the debris and install the alarm by placing the ASP into the 5/16" diameter by 2 1 /4" deep hole. 5. Your Pool Alarm is now ready for use. If you have any questions or need help with installation, please give us a call at 1-800-242-7163. 6. Be sure to keep your ASP hole clean from debris and dirt so that your alarm will always lay flat on the pool deck when installed. REMEMBER THAT THE POOL UNIT MUST BE REMOVED FROM POOL BEFORE SWIMMING! ALARMS STABILIZING MARK LOCATION FOR 5/16" DIAMETER & 2 i---� 1/4" DEEP BOLE IN DECK 2 1/4" SMALL SPACE, NO MORE SENSING THAN 3/8" THROA WATER LEVEL DECK Sensing throat cannot be less than 2" In the water, POOLGUARD recommends that the sensing throat be approximately 4" In the water. TEST BEFORE USING POOLGUARD has an automatic wake-up and self -test feature built in to the unit. To ensure effectiveness, TEST POOLGUARD EACH TIME YOU PLACE IT INTO THE POOL by performing the following simple procedure. • Place the unit in the pool resting it on a solid foundation at the edge of the pool. The alarm should sound loud and sharp. If the alarm is weak or irregular, the battery may require replacement. • Press the reset/sleep switch, the alarm should stop sounding. Unit is now armed and operating. • POOLGUARD includes a timer function which autom;�t'cajjy resets the unit after the alarm has sounded for app{t�crli�a�� y 5 to:nMes. . ......... . • POOLGUARD will alarm when removed fe:)6r - hd p00i, loasilence the alarm out of the pool, press- and hold, the reset/sleep switch for 3 seconds, this places the pool unit in sleep mode. POQLCpUA0p•will alloft�atically wake up when the pool unit is re -installed into the. peoE ; • .• : .. .. :*6 . • • . . • 41 . . . . . . . . . . • .. .. . . . .. .. .•. . . . ... . . PLACEMENT TESTING To ensure the placement of the alarm provides adequate coverage in the pool, perform the following simple test: • Place POOLGUARD at your selected location in the pool. • Push an object of appropriate volume and weight off the deck edge furthest from the alarm. A four (4) gallon jug of water or 3 one (1) gallon jugs of water tied together are ideal for testing. The alarm should sound when the water action caused by the intrusion reaches the unit. It may take a few seconds for the alarm to react to the water action. • After resetting the alarm and allowing time for the water action to settle, repeat the procedure from another point in the pool until you are confident of detection performance. • Proper selection of a location is important. if possible, this location should be used everytime. ADJUSTING YOUR RETURN LINE FITTINGS The POOLGUARD unit should not be placed too close to a return line from the filter area. Water turbulence may be too strong and falsely set the alarm off. If you have more than 2 return lines please call customer service at 1-800-242-7163. It is very important in pools to adjust all the eyeball fittings -onyour -return lines so they will -not interfere with your pool alarm. It is not necessary to point your eyeball up for your pool to circulate properly. If the water is swirling on top of the pool this makes the pool to turbulent for your alarm to work properly. Point the eyeball down and your pool will still circulate properly and allow your alarm to function properly. If you..point the eyeball fitting .up, your alarm may not function properly. (See Figure 5). E .• ... Figure .... ....... • . ..... . ... . ...... . .... .... . . .... . 5 The POOLGUARD REMOTE RECEIVER has been integrated with the standard POOLGUARD unit to provide a wireless remote alert operating at distances of up to 200 feet. The POOLGUARD REMOTE RECEIVER sounds an alarm in the house when the POOLGUARD unit is activated at the pool.The remote system consists of the following functional elements: .A -coded pulse .receiver .(Remote Receiver). Figure .6 • A standard wall outlet power supply. Figure 6 The REMOTE RECEIVER is a compact unit powered by a UL and CSA approved AC/DC power supply. The. REMOTE RECEIVER, can be. placed on a table or a counter top inside the house. The pulse coded radio frequency signal is transmitted from the pool unit and is received and decoded to sound the remote receiver. The remote receiver will sound for an additional 3 seconds after the pool unit has:been silenced. If the -REMOTE RECEIVER beeps once approximately every 20 seconds, it is indicating that the 9v battery in the pool unit is low and needs to be replaced. After you have purchased your POOLGUARD alarm and you wish to add another remote receiver to your alarm system you can acquire one from PBM Industries, Inc. Contact PBM by phone or mail or contact your place of purchase. POWER SUPPLY 85dB Horn at 10 feet D / too too to •arc�E•RECEIVER Figure 6:;0 • ' 0 0 * * ' :0. .... ....... . .. ..... . ... .... . . 11.... . • • �� sue. R � _ � 11 �. 'r ram. •. `i e'. ' ` 1�4I Try to locate your REMOTE RECEIVER in a convenient part of your house close to the pool. Avoid steel walls or any other large metal objects or obstructions that might interfere with the signal reception. The- REMOTE RECEIVER has to be placed on the same level or a level above the pool in the house (do not place receiver in an underground basement). The ideal location for your REMOTE RECEIVER would be by a window overlooking your pool. Test your REMOTE RECEIVER in different locations in your house to find the best working place for your receiver. Connect the power supply to any 120V, electrical outlet and insert the jack into the receiver. Check that indicator light is on. Your REMOTE RECEIVER unit is now ready to receive a transmission from your POOLGUARD unit. DO NOT USE YOUR REMOTE RECEIVER OUTDOORS, ....... . .. .. . ......... .. .. ... .. . .... . . .... .... .. . ..... . .. . . .. . . 000 ... . . ..... . ... SWIMMING POOL SAFETY TIPS • Supervise children at all times. • Never permit swimming alone. Never leave a child alone, even to answer the telephone. • Always remove the entire solar cover from a .pool before swimming. • Remember that alcohol and water safety do not mix. • Have your pool area fenced and the gate locked to prevent unauthorized entry to the pool, and install a gate alarm. • Lock and secure all doors in the house which permit easy access to the pool, and install -a -door alarm. •Have a responsible adult teach swimming and water safety to your children. • Maintain clean, clear water in the pool. • Do not swim during electrical storms. • Do not permit bottles,, glass,. or sharp objects to be used around the pool. Ask your pool dealer how you can improve your pool safety -- they will be glad to assist you. • Above all: remember that common sense, awareness, and caution will allow you to enjoy your pool. l POOLGUARD is sold with a limited warranty to cover defects in parts and workmanship for three years from date of purchase, (retain proof of purchase). ....... .._ ............ -....... _ ex -�i its -'a defect, please call Customer Service ... ......at 1-800-242-71'63. Unauthorized returns will not be accepted. Proper repair is only ensured when the unit is returned to the manufacturer. SEND CORRESPONDENCE TO: POM INDUSTRIES, INC. P.O.BOX 658, NORTH VERNON, IN 47265 800-242-7163 This product has been designed to aid In the detection of unwanted Intrusions Into unsupervised pools. POOLGUARD IS A SAFETY ALARM SYSTEM AND NOT A LIFE SAGGING-DSVIGI:. ;Ttrscvice Is not intended to replace any other safety consideration - I.e., adult supervision, Ii;guaro$, �l tA, Patas, pool covers, locks, etc., and some devices may not detect gradual entry:' ..' ..: : • • Fooiguard' 5q ..... PBM INDUSTRIES, INC. N } O : • • : • • : • • Ji •• • • • • •0 0 • • • REV.10/2003 ••. • • . . .•. . • • • • • • . • • . . ... . • • ..• . . .,� 001guarde PowerSunnty • Peolslde 1nit , �� FALSEALARMS mote Receiver All pool alarms will false alarm on occasion for different reasons. False alarms can be minimized; however, it is important to remember that a false alarm is better than no alarm at all. WEATHER & WIND—POOLGUARD sets stationary on the deck of the pool so the wind will not effect the alarm unit itself. Wind may trigger a false alarm if it is strong. enough or steady enough that it causes the water in the pool to rock or bounce up and down the pool wall. When the water in the pool moves up and down the POOLGUARD sensing throat, it may finally cause the alarm to sound. On extremely windy days when the pool water is rocking it is advised to remove the POOLGUARD from the pool. Light wind or rain will not effect the POOLGUARD alarm. Another false alarm occurs when the pool owner tries to install the -alarm too. soon after swimming. After swimming, the water in the pool will rock or bounce up and down the pool wall for some time depending on the size of the pool and the type of swimming activity. Before installing the alarm, after swimming, the pool must be given time to calm. Time will vary (around 10 to 30 minutes); once the pool owner sees that the pool water is no longer rocking up and down the pool- wall, it is time to- install the alarm. Installing the alarm can be. confusing to some pool owners. To install POOLGUARD set the unit on the deck and into the pool, the alarm will sound, this is our self test feature which lets the pool owner know that the battery is good and the sensor is working, press the reset/sleep switch and the alarm should stop sounding; it is now armed and ready to use. Certain automatic cleaners may set the POOLGUARD unit off in some cases. If the cleaner head or the cleaner hose hits the POOLGUARD alarm it may cause it to false alarm. Solutions to this problem are tp uae your cleaner at night and your alarm during the day. Another dlob a *4QId bP to find a es.' place around the pool where the cleaner d0rmt.Herfurbm7ith the alarm. .. ... . . .... .... .. . . 11.0 ... 0. .. 000 .. go* 660 :.. 000 The alarm should be on a flat, solid surface for best results. The throat of the unit is designed to work in most pools with an in -wall skimmer. The water level up on the throat is important arid- should be checked-. The sensing throat cannot be less than -2 -inches -in the water, and not more than 7 inches into the water. POOLGUARD recommends that the sensing throat be approximately 4 inches in the water. POOLGUARD can be used with a solar cover; however, before removing the cover, the alarm should 'be 'taken out so -it does not -get pulled 'into the 'pool. ALARMTESTING Drop something of approximate size, weight and volume of the families smallest child, the farthest point away from the alarm. A four (4) gallon jug of water or 3 one (1-) gallon jugs- of water tied- together are ideal for testing. Remember, when testing you must wait about 15 minutes between tests for the pool to calm. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ALARM WILL NOT SOUND' Be sure that a 9 volt battery has been installed properly. if you are testing and POOLGUARD does not alarm, be sure you are testing properly -� putting p p y p g your feet in. the pool, splashing. with, your hands, making. waves. with a leaf skimmer, or dropping something into the pool that. does- not have the proper size, weight and volume will not set the POOLGUARD alarm off! Testing is very important and should be done correctly. CARE AND HANDLING POOLGUARD is made of sturdy, rigid vinyl PVC - UV rated. Because the alarm is electronic and mechanical great care should be taken not to drop the unit; like any other appliance, it may break. Sun and rain will not hurt the alarm. POOLGUARD is water resistant but not waterproof. Great care should- be- taken, not to- knock the. alarm into- the- pool. If the alarm goes into the pool there are directions in the manual on how to dry it out, but more than likely it will have to be returned to the factory for service. Always remember to remove the alarm before using the pool. ....... . .. .. . ......... .. .. ... .. . .... . . .... .... .. . .... . .. ........... . ... . ...... . .... .... . . .... . REMOTE RECEIVER When the unit at the pool alarms, the remote receiver will sound. Maximum Range for the remote is 200 feet from the poolside unit. Avoid placing remote in basements or close to metal walls. Be sure that the red light on the remote is on. Remember the poolside unit must be 'beeping (alarming) for the remote to work. If your remote receiver is not getting a clear signal or no signal from the poolside unit, try the following: Before plugging in the power supply, be sure to stretch out the cord; do not leave it tied in a bow as packaged. When you first plug in the remote it will give one short loud beep then stop. Your Remote Receiver is similar to, a small portable radio. If your remote is not sounding when the poolside unit is sounding —move the remote to different locations and- stand back for a few seconds for, the remote to pick up 'the signal. You may only have to move your remote a little to the left or right to bring in the signal —in some cases you might have to move the remote to a different location or another room. If you are still having trouble, move the pool alarm to a different location in the pool according to Figure 2.'This will change the transmission angle ofAhe pool alarm and may give your remote receiver a clearer signal. if you cannot get a signal on your remote receiver CALL CUSTOMER SERVICE AT 1-800-242--7163 . ....... . ........ .. ... . .. .. .. . .... . . . . ... .. . .. . . . . • .... . .. • .... . .. . ... . .. . . . . :.. • . • . • • • • • • • • • • • . • . • • • • • • • • • DO read the manual carefully DO install a 9 volt battery DO untie the bow on the power supply Oa-larm properly • DO carry your alarm by the handle • DO remove alarm before swimming • DO bold on- to. yo-u,r red customer sorvi-ce card - with our 800 service number • DON'T knock or let your alarm fall into the pool • DON'T install- your alarm- immediately after swimming • DON'T use your alarm on extremely windy days is • • • • • • • • • • 6*0 • • • • • • • :so.: Unit Specifications S0125 S0145 S0225 S012OR S0166R BTUs 80/80/80 101,000 119,000 143,000 110,000 126,000 80/80/63 95,000 112,000 134,000 103,000 120,000 (water Varp/amblent air( `ela-nun1°i°') 80/50/63 62.000 75,000 90,000 72,000 82,000 C.O.P. 80/80/80 6.5 6.8 6.5 5.5 5.6 80/80/63 6.1 6.4 6.1 5.3 5.3 wa er rmyamb em an reteere hamia r) 80/50/63 4.0 4.2 4.0 4.D 4.0 Refrigerant R410A R410A R410A R410A R410A Electrical Heat or Heat & Cool H H H H& C H&C kW Input 4.6 5.1 6.4 5.9 6.6 A - 208-230/60/1 VoRage/Hz/Phase A A, B & G A, B, E & G A & B A, B, E & G B - 200-230/60/3 Max. Fuse Size A - 60 A - 60 A- 60 A - 60 A- 60 E - 380-415/60/3 B - 50 B - 50 B - 50 B - 50 G - 460/60/3 G - 20 E - 30 E - 30 G-25 G-25 Min. Circuit Ampacity A-40.5 A-42.1 A-42.1 A-38.5 A-42.1 B-31.0 B-33.3 B-31.0 B-33.3 G-14.2 E-18.4 E-18.4 G -16.2 G -16.2 Water Flow MinJMax. (gpm) 30170 30I70 30R0 30/70 30RO A Heater Bypass Kit is required when now rates exceed the maximum Physical Weight Dos) 268 328 328 268 328 Length x Width x Height (in) 34' x 34' x 44' 34' x 34' x 44" 34' x 34' x 44' 34' x 34' x 44' 34' x 34' x 44" Shipping Weight (1bs) 329 390 390 329 390 Length x Width x Height (in) 38" x 36' x 49' 38" x 36' x 49" 38' x 36' x 49" 38" x 36" x 49' 38' x 36' x 49' Rated in accordance with ARI standard 1160 water tamp/ambient air/relahve humidity Specifications subject /o change H EATwAvE I` SUPS RC UI ET HeatWave SuperQuiet MAXIMIZE THE ENJOYMENT OF YOUR SWIMMING POOL INVESTMENT ICEBREAKERS Heat & Cool Models by heating your pool with an AquaCal° heat pump. • Extends swimming season longer than any other heat pump on the market Free heat is taken from outside air and transferred to the pool water. • Continue to heat at freezing temperatures to A HEAT PUMP DOESN'T BURN ENERGY TO CREATE HEAT. minimize heat loss It only uses a small amount of energy to transfer FREE heat from the air to the pool. • Cool your pool to a refreshing temperature • Set to heat, cool or autotemp Corrosion Proof Cabinet • Louvered side panels protect evaporator coil while Heat a pool for about 25% of the Heat pumps are green and No other heat pump ensuring efficient air flow cost of heating it with gas have virtually no effect on in its class is quieter • Rust and fade proof your carbon footprint • Impact resistant • Built-in drain pan provides condensate management The only heat pump that allows you to maximize the potential savings of a variable speed pump is an AquaCal°, which utilizes our patented Thermol-ink- technology with its unique flow characteristics. AquaTop • Air Flow Vectoring Top protects internal components • Patented hydraulic design adds only 1 PSI at 30 glom, increasing compatibility with from weather and debris while ensuring optimal air flow two -speed & variable speed pumps. • Saves money when using a variable speed pump by reducing the RPM Microprocessor Controlled with Digital Display MIX.needed to achieve the same flow rate, • Flip -out control panel is out of sight, protected against sun and weather • Save money in a single speed pump application by • Lockable panel provides security from others changing reducing the run time needed to achieve the same the temperature turnover rate of the pool. • Accurate and easy -to -read bright blue display I>' - • On -board self diagnostics How the therrrx",N? Works •Microprocessor controlled defrost cycle nK ^ ThermoLink`o Titanium Heat Exchanger • Patented counter -flow water management system • Patented hydraulic design adds only 1 PSI at 30 gpm, l Rom. increasing compatibility with two -speed & variable „m speed pumps ' • Impervious to chemical corrosion • Durability without sacrificing performance • Lifetime warranty AquaCal® has been producing quality heat pumps since 1981 Setting the standard for excellence in the industry for over 35 years 0.50, OV 3W 0.50, 4' WOOD. GA TE 0.25' 0- 2 LOT Cd 18 IL BLOCK 178 �..► N 1M r r o� 3W 0.20' — — F.I. (No LD.) 0 SKETCH OF BOUNDARY SURVEY 0 0 0 0 rn 2 7.40' � cJ,Lti� v ,WOOD)- -_�DECK9.11,�� 12.35 V N VC. L6 7.67' GA S TANK o 0 CONC. PAD 9.6 1 11.75' o L j0.20';, LLI wv. �•:*. i •M �' �4 o •O ' 0 0; rn „ ...• '' 4 s"' 7.3' r' y t 5' WOOD FENCE - STEP 29.05' 27.15 ' 0 N 7.83' A/C ON a I + I CONC. 15.43' �i ONE STORY CBS RESIDENCE # 1167 LOT -19 BLOCK-178 F.F.ELEV.=9.53' Ln /4. /3' 9.05, . ' - _LLB t. • C .,s 20.00' 75.00' (P&M) 23.6' PARKWA Y A r 0 N 1.80' 4' WOOD 10.93' GA TE 10.33' :LP. 112 (No LD.) lL LOT •• 20 N BLOCK 178 r r r ono 88.40' G — BLOCK ABREVIATION sraesOL W.M. CORNER A/C 0 0 0io 0 0 0 • r ... . . . . . . . . . . . . .. .. . . . .. .. ••• • • • ••• • • FLP. 1/2" (No I.D.) C.B.S. -- Elev. a;r- F.F. ELEV. F I F.I.P. M R/B — B.Fence r— A A.M. o I. E N D DEFINITION Air Condition Concrete Block Structure Center Line Elevation FINISHED FLOOR ELEVATION Forma ••SURVEYOR'S R-LIFIGQTE: Found Iron Pipe Measured i it Cerib; cLiTy :hat this survey meets the minimum technical standards at •'bs �2t�fo*th•by� the 4IErid a board of Surveyors and Mappers in Chapter 5J-17 Right of Bap Line •F�orK1a•Adigil;is @Mve•�gde, yrsuant to section 472.027, Florida Statutes. And is true and correct to the bes� of my knowledge and belief. Wood Fence Water Meter NOT VALID UNLESS SEALED AND EMBOSSED WITH SURVEYOR'S SEAL Dtt * of fi?4d*wak:9 06-* -201T8 �3 A N.I~. IQOH.i• ST. R _ T?1A r1ar M._ s�. .a.eR.gev.(aau) i 2 117 � 14 Is ]re 1T toON 20 1 - r N.E, 99i12. ST. {).li� ` O 61� 1 c S 4 S S eK 2 y LOCATION MAP NOT TO SCALE LEGAL DESCRIPTION: Lot 19, in Block 178, of "MIAMI SHORES SEC110N 8 REVISED", according to the Plat thereof cs recorded in Plat Book 43 of Page 69 of the Public Records of Miami —Dade County, Florida. FOLIO: 11-3205-018-0080 CERTIFIED TO: YOHIR AKERMAN GRAPHIC SCALE 0 10 20 40 (INS') 1 inch = 20 & PROPERTY ADDRESS: 1167 N.E. 99th Street, Miami Shores, FI 33138 SURVEYOR'S NOTES: 1) The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client. 2) All bearings and distances shown hereon are recorded and measured unless otherwise shown. 3) The lands shown hereon were not abstracted for easements or other recorded encumbrances not shown on the plat and the some, if any may not be shown on this section. 4) Foundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown (UNDERGROWND) 5) Elevations are based on the National Geodetic Vertical Datum 1929 6) Fence ties are to be the center line of the fence. 7) Wall ties are to face of the wall. 8) Ownership subject to opinion of the Title. 9) Underground utilities are not depicted hereon. 10) Zoning and Setbacks are not verified by this survey. 11) Benchmark :B-400, Elevation=8.27' N.G.V.D. 1929. Adress:13801 SW 10th Terrace •:• gicli.:Fl 3;18.4:• • EFRAI PEZ ;•QrQne:J30 4dProfessional Surveyor an Mapper # 6792 fax320-3556 ••• State of Florida. N N co r- O d) ao CDJ UO Of Cf) Z Ll- O LL. 0 O LU O CM O w w m Z J w Z Q a Z O > w J w O O J LL w 07 Q CO w Q w Z O N LL SHEET 1 J LJ w N w Of O CV ob 6 0 LLi F- 0 OF 1 0.25' 0.50' tor � 18 IL BLOCK 178 !V T T r SKETCH OF BOUNDARY SURVEY EQUIPMENT FENCEOD o _ M 32.30, o 29.70' t 1.30 • 16.10' I do, POOL E 11 N r r,-r-r-r, 7.60' 12.35' 7.67' N _GA7E o GAS 0 0 rANK 14 GONC. PAD -7 ZN F. I. P. 112 (No I.D.) 0 15' ONE STORY CBS RESIDENCE # 1167 LOT-19 BLOCK-178 F•F• ELEV. =9.53' 14.13' !1.75' o t io.zo�a4 ; 0 75.00' (P&M) 23.6' PARKWAY ` 0.60' :n 3 2 WO o GA 7E Cd IL COT 1-0 20 N BLOCK 17e T r r I 10. J3' TER 0 h O� m F.I.P. 1 2 (No l.D.) 7.5" 0 (� 88.40' _ 0 — BLOCK W M. CORNER F.I.P. 112" (No I.D.) :.7-'76.• ... '.. ZZ ASPHALT P.A;S AI NT " "76A' :............:::-` .. 70 TOFAL.R/GN:t OF='yVAY — .. __. ::. - �V E ::':9th StfEET 0 LU 0 \Jr 0 a:z Lu H C7 !� LU LL :D J LU < Or zz N !_ 0 } m < co L U) z � c � � z Lu w a w H > o Lu O (� o = I CC C. z Z o _ <i - L E G E N D ABREVIATION I SYMBOL I DEFINITION C.B.S. Concrete Block Structure rL -q- - - Center Line Elev. X� Elevation F.F. ELEV. FINISHED FLOOR ELEVATION F Found F.I.P. Found Iron Pipe N Measured P Plat R/W --- Right of Way Line W.Fence Wood Fence W.N. O Water Meter GRAPHIC SCALE 0 10 20 40 ( IN FEET ) i inch - 20 tt �' '1°. T'-1. ,._ _ _ _ _ _ _ _ _ _ _ �CDGFi•aJw..81'd,ic•aeaua _ _ _ � -' R ,o 7 Mwmal,..e. •uee Rer.(a.b) / 4 ' ' / 'C ev / • • ST. .•.• io.1; Isa ' • 101 11 to � 8 i 6 9 4 S tf I ••• LOCATION MAP NOT TO SCALE • • • • • LEGAL DESCRIPTION: ;••�; Lot 19, in Block 178, of 'MIAMI SHORES SECTION 8 REVISED", according to the Plat thereof as recorded in Plat Book 43 at •: •' Page 59 of the Public Records of Miomi—Dade County, Florida. •�•�• FOLIO: I I—.3205-018-0080 • CERTIFIED TO: , YOHIR AKERMAN '• PROPERTY ADDRESS: 1167 N.E. 99th Street, Miami Shores, FI 33138 SURVEYOR'S NOTES: 1) The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client. 2) All bearings and distances shown hereon are recorded and measured unless otherwise shown. 3) The lands shown hereon were not abstracted for easements or other recorded encumbrances not shown on the plat and the some, if any may not be shown on this section. 4) Foundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown (UNDERGROWND) 5) Elevations are based on the National Geodetic Vertical Datum 1929 6) Fence ties are to be the center line of the fence. 7) Wall ties ore to face of the wall. 8) Ownership subject to opinion of the Title. 9) Underground utilities are not depicted hereon. 10) Zoning and Setbacks ore not verified by this survey. 11) Benchmark :8-400, Elevation=8.27' N.G.V.D. 1929. SURVEYOR'S CERTIFICATE: I hereby certify that this survey meets the minimum technical standards as set forth by the Florida Board of Surveyors and Mappers in Chapter 5J-17 Florida Administrative Code, Pursuant to section 472.027, Florida Statutes. And is true and correct to the best of my knowledge and belief. NOT VALID UNLESS SEALED AND EMBOSSED WITH SURVEYOR'S SEAL Date of filed work: 12-06-2019 Adress:13801 SW 10th Terrace Miami. FI 33184 Phone:(305) 345-9083 Fax:(305) 820-3558 V E 0 J LLI J - co M E n Zi J I Y.-ca COUJ o co UJ • .•sf+• ••••• ••••• ••.•. • �,• S w .00.. ••••U O !Y Cn Z w w O0 O UJ 0 J LU o W CQ CQ = Z W J w p O O U_ w N p W � � w J M UJI Q a- N aj W Q 0 I N � CV W O N W F--• ¢ � (Y Li cc W M Z ►}_- J m O U X LL LL = Z EFRAIN LPPEZ SHEET 1 Professional Surveyor Ilan Mapper # 6792 11 State of Florida. C)F 1