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BPP-18-2392Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: BPP-9-1 Type: Pools/Whirlpools/Hat Tubs WorkClassecation: New Permit status: Approved Issue Date:11/15/2018 I Expiration: 05/14/2019 Location Address Parcel Number 1192 NE 91 TER, Miami Shores, FL 1132050010480 Contacts NICHOLAS PATON Owner NICHOLAS PATON Applicant 1192 NE 91 TER, MIAMI SHORES, FL 33138 1192 NE 91 TER, MIAMI SHORES, FL 33138 Other:7863019433 NDPATON@GMAIL.COM Other:7863019433 NDPATON@GMAIL.COM ESSIG POOLS INC Contractor DANIEL ESSIG 10111 Business DR, MIRAMAR, FL 33025 Business: 3059490000 Description: NEW SWIMMING POOL, DECK AND INSTALL A Valuation: $ 45,400.00 Inspection Re nests: _ HEATER. 30!062-4949 Total Sq Feet: 1,075.00 Fees Amount CCF $27.60 CO/CC Fee $50.00 DBPR Fee $20.43 DCA Fee $13.62 Education Surcharge $9.20 P&Z Review Fee $35.00 P&Z Review Fee $35.00 Permit Fee $1,362.00 Plan Review Fee (Engineer) $60.00 Scanning Fee $12.00 Structural Review ($45) $44.99 Technology Fee $36.80 Total: $1,706.64 Building Department Copy Payments Date Paid Amt Paid Total Fees $1,706.64 Check # 2512 09/10/2018 $200.00 Check # 26S2 11/15/2018 $1,471.64 Amount Due: $35.00 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 fo egoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z"ng j Futhermore,[I authorize the abovg named contractor to do the work stated. `4 Authorized Signature: November 15, 2018 / / Applicant / / Agent Date Page 2 of 2 L.0 BUILDING PERMIT APPLICATION 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 ❑ ELECTRIC [—]-ROOFING C E VED S 10 2018 BY: FBC 20114 Master Permit No. Sub Permit No. REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION Ej SHOP CONTRACTOR DRAWINGS j JOB ADDRESS: I Iq a City: Miami Shores County Miami Dade Zip: Folio/Parcel#: 11 —320S —00 o'{ go Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): M 1 CA- lQ'� �Ga-C) Phone#: —3�) Cl �3 Address: I L9 6-- ►j E °( l ST City: VC( M1 ShO-e'f State: t p Zip: �3i 3o Tenant/Lessee Name: Email CONTRACTOR: Company Name: ESSIG POOLS, INC Address: 10111 BUSINESS DR City: M I RAMAR qualifier Name: DANIEL ESSIG one#: 305-949-0000 FL Zip: 33025 ne#: State Certification or Registration M CPC052505 Certificate of Competency M DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: `{ 0b Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration 1z New ❑ Repair/Replace f ❑ Demolition \Description of Work: vy 2C.V SLjj 1 `-f\T-k Ac" j�?COd1 L%z C I tC� LVNC'L� � Specify color of color thru tile: Submittal Fee $ 2Z CM. OL-5 Permit Fee $ l J 0 Z • 00 CCF $ CO/CC $ �U 00 Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ t�Training/Education Fee $ Structural Reviews $(00 •• � (�' 6 _ -pig� : 3�% 2 = -:�o cab (Rev1sed02/24/2014) Double Fee $ Bond $ S��b ' 00 TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State commenced prior to the issuance of a permit and that all work will be performed to meet the standards Application 'is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS .TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE,OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first ;inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature ; OWNER or AGENT The foregoing instrument was acknowledged before me this 3 1 day of � U [ � ZD ,(� by i 6ho�� Fr� who is personally known to me or who has produced as identification and who did take an oath. NOTARY PL1RM-. t: el Seal: j,.qrog4l�l. Notary Public State of Flonda Estrella Gomez +� d My Commission GG 162104 �ia�dF Expires 11/21/2021 APPROVED BY (Revised02/24/2014) 01 Signature 1 CONTRAtTTR The foregoing instrument was acknowledged before me this day of V 20 J by DANIEL ESSIG who is personally known to me or who has produced PERSONALLY KNOWN as identification �and �who did take an oath. NOTARI�PCFwf - /I Seal: �`NotaryPublic State of Flonda Estrella Gomez My Commission GG 162104 yorR Expires 11/21/2021 Plans Examiner Zoning Structural Review Clerk PACMCA� (4ERVJCM::C NGIG J June 22, 2018 Kelvin Slush Co. 1192 NE 91 Terrace • Miami Shores, FL 33138 ••. ...... ...... • ...... .... Attention: Mr. Nick Paton • ...... ...... Re: Geotechnical Engineering Services • "' �' • Nick Residence — Proposed Pool • • • • .... • . ...... 1192 NE 91 Terrace, ...... • , Miami Shores, FL 33138 ;...:. ' •'• • • PACIFICA Project No. 610-18040 • • •"' Dear Mr. Paton: PACIFICA ENGINEERING SERVICES, LLC (PACIFICA) is pleased to present the results of Geotechnical Engineering Study for the referenced project. This report includes the results of field exploration and preliminary geotechnical recommendations, as well as general site development. EXECUTIVE SUMMARY A geotechnical exploration and evaluation of the subsurface conditions have been completed for the proposed pool in Miami Shores, Florida. In general, beneath the 6 inches of Top Soil, the subsurface condition consisted of Dark Brown Organic Silty Sand underlain by sandy silts with limestone to the boring termination depth. The ground water was encountered at a depth of, about 3.5 feet below existing grade. The results of this exploration indicated that the subsurface conditions at the site are generally suitable for the use of shallow foundations for support of the proposed structures. A moderate amount of site preparation will be required to increase shear strength and reduce foundation settlements to acceptable levels. Details related to site development, foundation design, and construction considerations are included in subsequent sections of this report. It is our opinion that the foundation soils are suitable to support the planned structure on shallow foundations proportioned for a net bearing pressure of 2,500 pounds per square foot (psf) or less. The owner/designer should not rely solely on this Executive Summary and must read and evaluate the entire contents of this report prior to utilizing our engineering recommendations in preparation of design/construction documents. Pacifica Engineering Services 11181 S Rogers Circle - Suite 3 1 Boca Raton, Florida 33487 1 561-693-8093 Florida Certification of Authorization License No. 32328 Nick Residence — Proposed Pool Page 2 Miami Shores, Florida I PACIFICA Project No.: 610-18040 PROJECT INFORMATION Project Authorization PACIFICA has completed a geotechnical exploration for the proposed pool at 1192 NE 91 Terrace, Miami Shores, Florida. Our services were authorized by Mr. Nick Paton. • • • • Project Description Our understanding of the project is based on information provided by Mr. Paton. Wt-aAderstan 4;at the proposed construction will be a swimming pool. .. •. •. The geotechnical recommendations presented in this report are based on th8 available:project information, pool location, and the subsurface materials described in this report. *Lf.,I l of the. voted information is incorrect, please inform PACIFICA in writing so that we may amend 0the recommendations presented in this report if appropriate and if desired by the client. PACIFICA will not be responsible for the implementation of its recommendations when it is not notified of changes in the project. Purpose and Scope of Services The purpose of this study was to explore the subsurface conditions at the site to enable an evaluation of acceptable construction and site development considerations. Our scope of services included the drilling of two (2) Standard Penetration Test (SPT) borings to a depth of 6 to 10 feet below the ground surface for the proposed swimming pool, plus the preparation of this geotechnical report. This report briefly outlines the testing procedures, presents available project information, describes the site and subsurface conditions, and presents recommended soil parameters. The scope of services did not include an environmental assessment for determining the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, groundwater, or air on or below, or around this site. Any statements in this report regarding odors, colors, and unusual or suspicious items or conditions are strictly for informational purposes. Prior to further development of this site, an environmental assessment is advisable. SUBSURFACE CONDITIONS Site Location and Description The site is located at 1192 NE 91 Terrace, Miami Shores, Florida. At the time of field exploration, the site was occupied by a 1-story structure. r.,PACmCA^ MVKI , L.0 Nick Residence — Proposed Pool Page 3 Miami Shores, Florida I PACIFICA Project No.: 610-18040 Subsurface Conditions Our subsurface investigation consisted of drilling of two (2) Standard Penetration Test (SPT) borings to a depth of 6 to 10 feet below the ground surface. The attached Boring Location Plan, Sheet 1, shows approximate locations of the borings. • The SPT borings were drilled using a truck mounted drill rig D 90, and mud tdtar'y and t2Shhg procedures. Samples of the in -place materials were recovered at frequent interv�jg "g a standard split spoon driven with a 140-pound hammer freely falling 30 inches (the SPT sarirp k% afterAS•T1 l D 1586). The samples of the in -place soils were returned to our laboratory for Mseificatiori by'a geotechnical engineer. The samples were classified in general accordance with the •Unified Soil Classification System (ASTM D 2488). • • • • • • • Based on visual classifications, the subsoil typically consisted 6 inches of Top Soil: the sub$rfNge condition consisted of Dark Brown Organic Silty Sand underlain by sandy silts with limestone to the boring termination depth. The soil profiles are presented on Sheet 1 in the Appendix. The above subsurface description is of a generalized nature intended to highlight the major subsurface stratification features and material characteristics. The boring logs should be reviewed for specific information at individual boring locations. These records include soil descriptions, stratifications, and penetration resistances. The stratifications shown on the boring logs represent the conditions only at the actual boring locations. Variations may occur and should be expected between boring locations. The stratifications represent the approximate boundary between subsurface materials, and the actual transition may be gradual. Water level information obtained during field operations is also shown on the boring logs. The samples that were not altered by laboratory testing will be retained for 30 days from the date of this report and then will be discarded. Groundwater Information The groundwater table was observed in the two (2) SPT borings at depths ranging from approximately 3.5 to 4.0 feet below existing grade at the time of drilling (June 2018). It should be noted that groundwater levels fluctuate seasonally in response to rainfall and the infiltration rate of the soil. Therefore, at a time of year different from the time of drilling, there is a possibility of a change in the recorded levels. We estimate that during the peak of the wet hydroperiod with rainfall and recharge at a maximum, groundwater levels at the site could be one to two feet higher than those reported herein. We recommend that the contractor determine the actual groundwater levels at the time of construction to assess groundwater impact on the construction procedure. ^PACIFICA^ �E �-J � at"M ELC Flick Residence — Proposed Pool Page 4 Miami Shores, Florida I PACIFICA Project No.: 610-18040 EVALUATION AND RECOMMENDATIONS The geotechnical study completed for the proposed pool confirms that the site is suitable for the planned construction when viewed from a soil mechanics and foundation engineering perspective. Subsurface conditions at the site are not expected to impose any major geotechnical constraints or limitations on the constructed residence. The structures may be supported 9n sballow; spread foundations and employ conventional slab -on -grade. ' ..' .... ...... .... To prepare the site for construction, we recommend that vegetation, topsoil,*,y* * * It materials, boulders, surficial and buried construction debris and organic soils wiftu. She p4m(id construction should be stripped and removed from the construction area. Buriedaoti kt ies and piped , if any, should be located and removed or rerouted as required. Buried pipes that Canfiat be removed should be pressure grouted. All tree and utility removal/excavations should JF;af*kfilljd wjth properly compacted fill as recommended herein. . . : • • • • • Following removal of vegetation from the proposed construction areas, the structural footprint df the proposed pool areas should be proofrolled with a self-propelled roller (Ingersoll Rand SDI OOD or equivalent) with at least 24 passes and until the subsoil achieve 95 percent of maximum dry density (ASTM D 1557) to a depth of at least 12 inches below the stripped grade. The soil densification should encompass the entire footprint of the structure plus a 5-foot wide perimeter that extends beyond the maximum lines of the superstructures. Ground vibrations induced by the compaction operations should be closely monitored to assess if there is a potential impact to the existing building. The roller may need to be operated in static mode in vibration sensitive areas. Following site preparation as discussed herein, the pool areas should be excavated and 24 inches below the pool subgrade should be compacted with a heavy roller to the above mentioned 95% criteria. Unsuitable material or organic soils (if any) found at foundation bottoms should be removed and replaced with structural fill, as discussed above. The footings should be formed and poured in - the -dry. Prior to placing the steel for the footings, the footing subgrade should be inspected by a PACIFICA representative. The pool should be adequately designed to resist hydrostatic/uplift. The below grade wall should be designed to resist earth pressure from granular backfill, surcharge loads, and unbalanced hydrostatic forces. For walls that are not restrained during backfilling but are free to rotate at the top, active earth pressure should be used in design. Walls that are restrained should be designed assuming at -rest earth pressure. In cases where the wall moves into the backfill, passive earth pressure criteria should be used. Recommended equivalent fluid densities for each pressure condition with no allowance for surcharge loads are presented. Active Pressure: Above Water Table = 40 pcf Below Water Table = 80 pcf* At Rest Pressure Above Water Table = 55 pcf Below Water Table = 90 pcf* ^pACMCA^ �qx-'> uC Nick Residence — Proposed Pool Page 5 Miami Shores, Florida I PACIFICA Project No.: 610-18040 Passive Pressure Above Water Table = 360 pcf Below Water Table = 240 pcf* * Includes hydrostatic pressure. :660:6 The above values are based on moist and buoyant soil unit weights of 120 and 6ApLf,:respe*Uwel77. The active, at -rest, and passive earth pressure coefficients used in this analysis equpI to 0.3.3•,-0.�4, and 3.0, respectively. We anticipate that the soils that will be used as backfill A atisir'al behind the walls will consist of fine to medium grained sands with an effective friction angj�,)�30 deg;ems REPORT LIMITATIONS • • • • • The recommendations submitted are based on the available subsurface information prottit✓tr to PACIFICA by Mr. Nick Paton for the proposed swimming pool. If there are arty revisiorrtq tte plans for this project or if deviations from the subsurface conditions noted in this rep6ft 'are encountered during construction, PACIFICA should be notified immediately to determine if changes in the foundation recommendations are required. If PACIFICA is not retained to perform these functions, PACIFICA will not be responsible for the impact of those conditions on the project. The geotechnical engineer warrants that the findings, recommendations, specifications, or professional advice contained herein have been made in accordance with generally accepted professional geotechnical engineering practices in the local area. No other warranties are implied or expressed. This report has been prepared for the exclusive use of Mr. Nick Paton for the specific application to the proposed metal storage building at 1192 NE 91 Terrace in Miami Shores, Florida. CLOSURE We appreciate the opportunity to perform this Geotechnical Study and look forward to continued participation during construction phases of this project. If you have any questions pertaining to this report, or as we may be of further service, please contact our office. Respectfully submitted, \\\IIIII//// , PA , IIGE RING SERVICES, LLC ey otter, .E.'. t Eineer �- ;�%�,vgisfia on 40. 8�239` A��n4A� C 9 Location Plan and Soil Profiles —Sheet 1 �//111 I I I I \off, ^PACIFICA^ C E.r�uvc�> ...... .... ...... • APPENDIX e.-,,PACMCA� qEC� NEIUNGf> Test Boring Record ERVIC>E.s, LLC Client Kelvin Slush Co Boring No. B-1 Project Nick Residence — Proposed Pool Date Started 6/15/2018 Boring Location Outside Fence at Backyard +/- 15' South of Pool Date Completed 6/15/2018 Elev. Ref. N/A Job No. 610-18040 Remarks PACIFICA ENGINEERING • SAMPLiE • • Y • • • ELEV. ft. DEPTH ft. DESCRIPTION OF MATERIALS color, material description, moisture, stiffness/density/hardness NO. TYPE DEPTH ft. Blows • • • + •RM- • ;VI!RY RES % • • SPT •N. Value 006 0.0 6" (TOPSOIL) Brown Fine SAND with Traces of Roots 0 SS 0-0.0 0-0-0-0 • • • + • 0 G.W.T. 10" Brown/GraySAND with Traces of Limerock (SPG) ----------- 0.0-2.0 ----------- 2.0-4.0 4.0-6.0 ----------- 6.0-8.0 ----------- ----------+-- 9-5-5-4 • .• -------------- •• 3-2-1-1 • • 1-1-1-1 • -----------+-- 1-1-1-1 • -------------- ---+--- • ••• ---•--- •• • • • • -'•--•--- • -------- --+-- • • ---•.w • * • ------ • ------ +--•------ • •10 • &A------ + 3 • • •2 ----------- • •2 ---------- • • •.• ••• • • • 2.0 1 Dark Brown/Gray Organic Silty SAND with Traces of Roots (SM) 4.0 2 6.0 3 8.0 4 10.0 5 8.0-10.0 1-1-1-5 2 Brown/Gray Fine SAND (SP) 12.0 14.0 ----------- 13.5-15 -------- ------ ----------- 16 6 8-10-6 15.0 Li ht Brown/Gray LIMESTONE LIMESTONE General Notes Driller: SD RigNo. PACERCA /^- ^` ` ENcn�ExnvG J r eve proxrma e Immediate 4.0 ft. At Completion 4.0 ft. Rig Type D-90 ERylCES LLC After ft. Method SPT 1181 S Rogers Circle - Suite 3 1 Boca Raton, Florida 33487 Water used in Drilling ft. 561)693-8093 ^PACIFICA] N`�>�G`I Test Boring Record qEERVICES, LLC Client Kelvin Slush Co Boring No. B-2 Project Nick Residence — Proposed Pool Date Started 6/15/2018 ring Location Center of Pool Area Date Completed 6/15/2018 v. Ref. N/A Job No. 610-18040 marks PACIFICA ENGINEERIN¢, _ _ • [ELEV. SAMPLE • •••• • DEPTH DESCRIPTION OF MATERIALS DEPTH • • 'R1EC- RL'C • SPT • • s • ft. ft. color, material description, moisture, stiffness/densilynordness NO. TYPE ft. Blows 000 e`SERY % 1 N. Value• 0.0 6" (TOPSOIL) Brown Fine SAND with Traces of Roots 0 SS 0-0.0 0-0-0-0 • • • _ • • __0____• Brown/Gray SAND with Traces of Limerock (SPG : • • ~ :. .: . • • 2.0 1 0.0-2.0 2-4-5-3 9 • G.W.T. ------------ ••• ------------- •• ------- • -M� • • -------- •• Dark Brown/Gray Organic Silty SAND with Traces of Roots 2 2 3-3-1-? • • 4.0 (SM) �0-4�0-- -- --- f-- - ---- - -�•• ----4 -- 6.0 3 4.0-6.0 1-1-1-: :• 2 i •• ------------ ----------}-- •� -s---- ------ ---------- • • enera Notes Driller: SD PACIFICA _ ^ a er "Level Approximate) Rig No. ^ �ENG3NEFJMG 1J Immediate 3.5 ft. At Completion 3.5 ft. Type D-90 gExVIcEs After LLc ft. ,Rig Method SPT 1181 S Rogers Circle - Suite 3 1 Boca Raton, Florida 33487 Water used in Drilling ft. 561) 69MO93 Miami holes illage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained bySI to perform special inspector services under the lorid B '!ding Code at the project on the below listed structures as of (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: ❑ SPECIAL INSPECTOR, FOR PILING, FBC 1822.1.20 (R4404.6.1.20) • • • •' • ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.02; • ; • • • • • • ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) •.. • • • • ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) . �.. • ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) • • • • • ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) ❑ SPECIAL INSPECTOR FOR " !dote: Only the marked boxes apply. • • • • • • • Th followin indi id ual s) oyed by this firm or re authori d p ese tives to perform Ins peclon * �; z. 1�. l .. .. . 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. EngineerlAr ect, Name 0 (PRINT)J li •'V 1 Address 10 ' g Phone No. Created on 6/10/2009 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1-8. OMB No. 1660-0008 Expires February 28, 2009 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. BuiJdino Owner's Name Policy Number SUSAN SPRUCE AND LUCY A. JONES Company NAIC Number 1192 N.E. 91 TERRACE City MIAMI State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential A5, Latitudell_ongitude. Lat N25°51 '574" Long. W080010'403" Horizontal Datum: ❑ NAD 1927 N NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number I A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) N/A sq It a) Square footage of attached garage 200 sq ft b) No. of permanent flood openings in the crawl space or N/A b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade walls within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State • • 120652 MIAMI-DARE COUNTY7, FL • ;"• • • • • • 64. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood 6* Bade FlooqClLfaTiOn(s) (Zone • • Date Effective/Revised Date Zone(s) • • w •4Q, use base 419W depth) • • • • 0093 J 7/17/1995 03/02/1994 AE •$;•• . • •; B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. • • • • • • • • • ❑ FIS Profile N FIRM ❑ Community Determined ❑ Other (Describe) • • • • • • B11. indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) . • _ • • • • • •.. B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? • • • Yes • ON, • Designation Date ❑ CBRS ❑ OPA 000000 • • • • • • • •••••• SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRES . • ..•.. • • ; • . Cl. Building elevations are based on: ❑ Construction Drawings` ❑ Building Under Construction` 2?Mnist%d Con4itltjpn• '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, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized Vertical Datum NGVD1929 Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 74 7.N feet El meters (Puerto Rico only) b) Top of the next higher floor N/A N feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A �- N feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) N feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 6.84 N feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) 0 Lowest adjacent (finished) grade (LAG) 4.84 N feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 5.04 N feet ❑ meters (Puerto Rico only) 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. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. a ; ESPY ❑ Check here if comments are provided on back of form. N ; �O , ,a_p o c y Certifier's Name MIGUEL ESPINOSA License Number 5101 >_ Title PROFESSIONAL SURVEYOR & MAPPER Company Name MIGUEL ESPINOSA LAND SURVEYING, INC. Address 10665 7. 190T TR Suite 3110 City MIAMI State FL ZIP Code 33157 Date 7/1/2009 Telephone 3057403319 Signature y /d yHi� 0 FEMA Form 8111, February 2006 See reverse side for continuation. Replaces all previous editions '�J a FiJ0III IIIA IIUIIAHNO BOUNDARY SURVEY 1ROUDI.,Y,$ERVING FLORIDA COAST TO COAST NE 91 st STREET PLAT LIMITS T f FLP 5/8' b HN LInK FTNCE .r NO W U z w w LOT-24 oBLOCK-2 THE WESTERLY ONc canvrl• 34.35' 15' OF LOT 25 1105, 16 no' BLOCK-2 ONE STORY RESIDENCE AC N PORCH # 1192 REMAINDER OF LOT-25 0.42' BLOCK-2 726' FIN 1/2' 435.00' UR 1/2' NO GIP A NO GIP BLOCK CORNER TEPS 13. ' T n° I' a . a v� ' CONC ic1 DRIVEWAY o ,o N W/M a 75.00' 4 N89738101' ° NO W OFF:(877)-894-8001' www.FloridaLandSurvoying.com 2555 BISCAYNE BOULEVARD # 934 NORTH MIAMI, FLORIDA 33181 W it 0 NE 91 st TERRACE c W Z 21 22 23 24 5 2 7 28 NE 91 st STREET LOCATION SKETCH Scale 1"= NT.S. 121 0 .... 0 • ...... .... ...... THE EAST 10' """ • e ; .50' LOT-23 :...:. . • • • ..... BLOCK-2 �••� "'•• ...... .... ..... —ONPL •. .. . . •••••• REMAINDER • 7.51' ,', �••••� OF LOT-23 •• BLOCK-2 SCALE 1' : 30' NO 518- CV I S 630' PARKXVAY iJ_9Y, 4 h 18' ASPHALT PAVEMENT — 50_TOTAL R/W — — NE 91 st TERRACE LEGAL DESCRIPTION: fHE EAST 10 FEET LOT 23, ALL OF LOT 24 AND THE WESTERLY 15 -EET OF LOT 25, BLOCK 2, "WATERSEDGE", ACCORDING TO THE PLAT (HEREOF, AS RECORDED IN PLAT BOOK 9, AT PAGE 141, OF THE DUBLIC RECORDS OF MIAMI—DADE COUNTY, FLORIDA. FLOOD INFO: CERTIFIED TO: NICK PATON Community. MIAMI—DADE Co. VILLAGE. OF MIAMI SHORES 120652 Map & Panel J: 12086CO306 Suffix: L Flood Zone: AE Base FLood Elevation:8' This Survey has been prepared for the exdusive use of the entitles named heroin and the Certifleatlon does not extend to any unnamed party. 10 2018 DDRESS: 1192 N.E 91st TERRACE, MIAMI SHORES FLORIDA 33138 LEGEND: P.O.C.= Point of Commencing R. = Record P.O.B.— Point of Be Innin MM = .Mean red C.B.W.= Concrete Block WallC. = CalcuYated PVMT- Pavement C/P = Concrete Porch R/W.— Righ of Way F.I.P.= Found Iron Pipe t = Wood Fence I.R.F.= Iron Rod Found +- = Chain Link Fence C Centerline A/C— Air Conditioner P.L. - Property Line U.E.= Utility Easement P.O.L. — Point on Line B.O.B.= Basis of Bearing IP = Iron Pipe R.O.H.= Roof Overhang Swk = Sidewalk P.C. - Point of Curvature Conc = Concrete C&G= Curb & Gutter CBS Concrete Block 0 L- Overheaci Wire Lin 9 Structure = Licenses Business >AO'= Existing Elevation RES - Residence FH = Fire Hydrant F.F.E.= Finish Floor Elev. KW/R- Wood Roof B.C. = Block Corner = Parkway ENCR.= Encroachment DI.W/7FntpN11&DIsIA�Aluminum Sh?u9ad SURVEYOR'S NOTES: WPP '0, WOOD POWER POLE 1—OWNERSHIP IS SUBJECT 7O OPINION OF 777LE LP LIGHT POLE fN FIRE HYDRANT "'pSHERNgry'., 2—NO UNDERGROUND IMPROVEMENTS WERE LOCATED SEC. SECTION _ 3—ELEVA71ONS ARE REFERRED TO NA7101VAL GEODETIC VERTICAL DATUM OF 1929 (UNLESS ASSUMED). CPP CONC. POWER POLE S.V. " SEWER 'VALVE GM GV A GAS METER GAS V. t1•,5718 4-7HERE MAY BE ADD177ONAL RESTRICTIONS NOT SHOWN S SANITARY MANHOLE IN THIS SURVEY THAT MAY BE FOUND IN THE COUNTY PUBLIC RECORDS S • 0 PROVIDED CLIENT 5—LEGAL DESCRIP77ON BY N TT 6—UNLESS 07HERWISE N07ED RECORDED AND MEASURED I THE FLOOD DATA PROVIDED IS FOR 7—BEFORE ANY CONSTRUCTION THE SET BACKS INFORMATION PURPOSES ONLY, THE CARLOS HERNANDEZ MUST BE CHECKED SURVEYOR MAKES NO GUARANTEES AS TO 8—ALL FlELD MEASUREMENTS TAKEN FOR THiS SURVEY WERE MADE THE ACCURACY OF THE INFORMATION PROVIDED THE LOCAL F.E.M.A. AGENCY PROFESSIONAL SURVEYOR AND MAPPER LB 7612 1 1.07.2016 W17H ELECTRONIC TRANSIT AND/OR STEEL TAPE W/ACCU. 1: 7500 SHOULD EE CONTACTED FOR VERIFICATION. 9—THIS SURVEY IS FOR USE AS PER REQUEST ELECT FILE CODE # 1192N.E9i TERMIAMiS AND NOT FOR ANY OTHER PURPOSE 1BASIS OF BEARING BASE: Survey Is not valid without the signature 10— THIS SURVEY WAS PREPARED W/774OUT THE BENEFIT OF A )FARING BASE SHOWN HEREON ARE and raised/digital seal of the Florida COMM17UDVTS FOR 7171.E INSURANCE ASED ON NORTH LINE OF LOTS 23, 24 & 25, Registered Professional Land Surveyor and 11— ne7F nF cur n wwje 11InRI7n16 LOCK 2, BEING N89°38'0I-W PER CALCULATE MODDer boundary survey of the property shown hereon Is In accordance with the description furnished by the client. No search of public records has been made by this office accuracy or omissions. Subject to opinion title and any dedications, limitations, restrictions or easements of record. No underground Improvements and/or utilities were ted. weby Certify. That the attached boundary survey of the property described below Is to the best of my knowledge and belief accurate as recently surveyed under my ction; also that there are no above ground encroachments other than those shown, and that this survey meets the minimum technical standards set by the Florida • •� `i iTaic: 'sal • Unit Specifications S0125 S0145 S0226 S0120R S0166R BTUs 80/80/80 101,000 119,000 143,000 110,000 126,000 w„e„� a ma81e1fr 80/80/63 95.000 112,000 134,000 103,000 120,000 `WO-h—dfyI 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 c°,,,106 '°'Parrormae°° 80/80/63 6.1 6.4 6.1 5.3 5.3 Iwatar air 8N50/63 d o A 7 d o A n e n 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- 208-230160/1 Voltage/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 Min./Max. (gpm) 30170 30/70 30/70 30/70 30/70 A Heater Bypass Kit is required when flow rates exceed the maximum Physical Weight (m) 268 328 328 268 328 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 temp/ambient air/relative humidify Specifications subject to change • • • '-.7W • • • • • 010 IHIIEATwAviE tl SUPEPQUIET HeatWave SuperQuiete MAXIMIZE THE ENJOYMENT OF YOUR SWIMMING POOL INVESTMENT Free heat is taken from outside air and transferred to the pool water. A HEAT PUMP DOESN'T BURN ENERGY TO CREATE HEAT. It only uses a small amount of energy to transfer FREE heat from the air to the pool. C) 6) 0 Heat a pool for about 25% of the Heat pumps are green and No other heat pump cost of heating it with gas have virtually no effect on in its class is quieter your carbon footprint The only heat pump that allows you to maximize the potential savings of a variable speed pump is an AquaCal®, which utilizes our patented ThermoLink'technology with its unique flow characteristics. • Patented hydraulic design adds only 1 PSI at 30 gpm, increasing compatibility with two -speed & variable speed pumps. • Saves money when using a variable speed pump by reducing the RPM needed to achieve the same flow rate. • Save money in a single speed pump application by reducing the run time needed to achieve the same turnover rate of the pool. How the therrrk"; Works . . ... . . . ... .. .. . . . .. .. . ICEBREAKER; Heat & Cool Models • • • • Extends swimming season longer than any other heat pump og the market • • ' • Contindetjhe:tajfrdb:ngtomperaiureslo • minimise hea! loss • • • • • CodTwtr ppalio a reffmking tempera"(? • ' • Set to heat, cool or autotemp Corrosion.Rrosf Qlb^ " • • • • • Louvered side 141s f:otR•ct:glSoraior coil while ensuring eff'vA ar flow • • • • ' • Rust andfAde pfooT ' • • • • • • Impact resistant • Built-in drain pan provides condensate management AquaTop • Air Flow Vectoring Top protects internal components from weather and debris while ensuring optimal air flow Microprocessor Controlled with Digital Display • Flip -out control panel is out of sight, protected against sun and weather • Lockable panel provides security from others changing the temperature • Accurate and easy -to -read bright blue display • On -board self diagnostics • Microprocessor controlled defrost cycle Thermol-ink' Titanium Heat Exchanger • Patented counter -flow water management system • Patented hydraulic design adds only 1 PSI at 30 gpm, increasing compatibility with two -speed & variable 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 Permit # Residential S wimming Pool, Spa and Hot Tub Safety Act Notice of Requirements I We) Acknowledge that`a new swimming pool, sp a or hot tub will be constructed or installed at —1{ i�/Gr►�/ Sh��s %L 3and hereby affirm that one of the following methods will (Please Print Job Address) be used to meet the requirements of Chapter 515, Florida Statute 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 must 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 p ool 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 p lans showing all types and location f all perimeter p rot ection. The p lans must also show the location and type of all op enings,and the hardw are *jpe for each ,1 cation. (Submit Manufacturer's Specifications). • • • • • • • • • • A swimming pool alarm that, when placed in a pool, sounds an alarm upon detection of•V16aw.idental eN • • • • • ... • • • unauthorized entrance.into the water. Such pool alarm must meet and be independently cw6ified to ASTM Standard • • • • • F2208, titled "Standard Safety Specification for Residential Pool Alarms," which includes surf,1061rlotion,;re1164", sonar,„ •,• laser, and infrared alarms. For purposes of this paragraph, the term "swimming pool alarm" dots not include jux,Wimmirb: • • •• protection alarm device designed for individual use, such as an alarm attached to a child that •sorwlds••••w11en t}i(; chaa exceede • • • • 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 tlye,lWa4wate Swimming Pool Safety Requirements, and upon expiration of the permit, the pool shall be presumedto V4nsafe. �••••; I understand t t not having one of the above installed will constitute a violation of Chapter 515, F.S., and will be tgyaftgred as committ' g a mis emeanor of the second degree, punishable as provided in Section 775.082 or Section 775.083 F.S. This fnrm must a signed bf the owner/agent and the prime contractor. wner's Signa4re and Date l 6� 0 S n 05er's Name (please_ �" `p Notary Public State of Florida : Estrella Gomez My Commission GG 162104 rime Contractor's nd Date DANIEL ESSIG / ESSIG POOLS, INC y - ry o.�µr uL otaubliC State of Florida ? `, Estrella Gomez My Commission GG 162104 �r15 Expires 11/21/2021 & Da / /,Xotary & Date ommission wires: INSTRUCTIONSOPERATING MANUAL 's 4 FE j "' Will, J � �,4 / �2 4�' i .3 r■� eggs • jj • *000 s ••s••• ••e• *000 Nk •••••• 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 AND NOT A LIFE SAVING DEVICE. "This device is not intended to replace any other safety consideration - i.e., adult supervision, lifeguards, fences, gates, pool covers, locks, etc., and some devices may not detect gradual entry." 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 • flemote Receiver and -Power Supply • Operating Instructions Manual • Warranty and Registration Card If an item is missing, contact either the place of purchase or.,i'� PB••• Industries, Inc. for replacement. •• • :."• CA ........ RE AND HANDLING .. • .... . ...... POOLGUARD is constructed from sturdy plastic to withstand.J(Zadverse moisture environment of a swimming pool. Care needs to be.'ak'en when handling to ensure against being dropped, kicked, etc. AP.NJ )e sure ...0 to remove the pool unit and set it away from activity In the pprigh 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 shake unit and remove all excess water from inside the unit and the battery, and the circuit board area with a paper towel or cloth. Completely test unit before each use as described in- manual to ensure proper operation. (Remember, to always remove the pool unit from the pool while swimming and set it aside away from pool activity). The two handle screws are located in the top of the alarm, remove them and attach the handle, (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 autornatically wake pup when -it is -installed into the pool. THE POOL UNIT WILL NOT GO INTO SLEEP MODE ONCE IT IS INSTALLED IN THE POOL! (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 SOUK®. TOILEAC �.:::• THE ALARM PRESS AND HOLD THE RESET/SLEEP- ,..:.• • SWITCH FOR 3 SECONDS. THIS PLACES THE POOL UP ('r.- :...:. IN SLEEP MODE. THE POOL UNIT WILL AUTOMATICAL:;: 'MAKE UP WHEN IT IS INSTALLED INTO THE POOL. • • Install new battery by attaching snap connection and slidin6 intb ;•••�• battery holder. -Slide electronicsassembly into pool unit; do not pinch -internal hookup cable. • Replace the screw, hand tighten until screw is all the way in and flush against the pool unit. To prevent possible damage, battery should be removed whenever storing the alarm, for an extended period of time. 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 anal. needs. to be replaced. HANDLE SCREWS ELECTRONICS ASSEMBLY 1 l�j - Har HORN O 85dB at W feet T INTERNAL SCREW BATTERY HOOKUP RESET/SLEEP HOLDER CABLE SWITCH 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 sizes 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!7.163. Poolguard pool alarms have been tested and certified by ftl!*in a 16' x 32' pool. ...... .... ...... rAee" .... ...... . . . . ...... ...... Figure 2 .. ... . Pools 800 Square Feet and Smaller. (Cont, on next page) 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. SENSINGTHROAT CANNOT BE LESSTHAN 2" IN euppoffr i.oc° 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 LALARM' sees s e. . . ... sees.. The Alarm Stabilizing Pin (ASP) is factory installed onto ydur•poeol alarm. .• Tools needed to install your alarm are: One 5/16" masonry •driH-bit that -can ••••�• be found at your local hardware store, a drill, a pencil, a tape rrt*P,*Wure Qr hard :••••: stick. "' " sees . .. e .. sees. eeee ..:..• 1. Position your pool alarm so that the sensing throat is in t�eKuvaterealad .see the ASP is touching the deck, (Be sure to leave a small spaace:between eee::e the sensing throat and the edge of your deck), Refer to Figifree4. e . 2. Mark with a pencil the spot where you wish to drill the hot6.fbr the:,qSP. 3. With the 5/16" masonry drill bit, drill a hole 2 1/4" inches deep, as straight as possible. (Cont. on next page) STABILIZING r, fry ! � ! F x.,. YOUR -POOL �j � B I r f A ALARM 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 1-300-24297163. 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 2 1 /4" SMALL SPACE, NO MORE SENSING THAN 3/8" THROA WATER LEVEL MARK LOCATION FOR 5116" DIAMETER & 2 1/4" DEEP HOLE IN DECK POOL 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•proadiOre. • Place the unit in the pool resting it on a solid foundation'a(the eti ••. of the pool. The alarm should sound loud and sharp. If tOs:4Iarm is. weak or irregular, the battery may require replacement. •••••• ;•••;• • Press the reset/sleep switch, the alarm should stop sounaiH,09. '0*00 .... Unit is now armed and operating. ' • POOLGUARD includes a timer function which automatically iresets,the unit after the alarm has sounded for approximately 5 mirlutes. • • POOLGUARD will alarm when removed from the pool, to silence 'ate' alarm out of the pool, press- and hold, the reset/sleep switch for 3 seconds, this places the pool unit in sleep mode. POOLGUARD will automatically wake up when the pool unit is re -installed into the pool. '1111: r F 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. � �_, , E ri 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 -on your return lines s-o 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) Y • • •••• •••••• Y • • •••• •••••• • • • • •..••• Figure 5 ECT INCORRECT 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 contaGI 000000 your place of purchase. "" ...... .... ...... •••• POWER SUPPLY—al- 85dS H16m-�t tb" ee ..�..• ...... .. • • ..... REMOTE RECE WR • Figure 6 s oil i. E "t 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. . . .... ...... ...... .... ...... .... . ..... ...... .... ..... .... .... ...... . . . . ...... 9 SWIMMING POOL � f L SAFETY � 1 - i ��� r 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...remernberthat common ` sense, awareness, and cautiton will allow you to enjoy your pool. WARRANTY AND REPAIRS 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). IfPOOLGUARD---xhibits 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 unsupewisedtools. • POOLGLIARD IS A SAFETY ALARM SYSTEM AND NOT A LIFE SAVING DEVICE. "This-edevico is not lwetded to replace any other safety consideration - i.e., adult supervision, lifeguards, fences, gates, pool•covers, ro, ,etc., and some devices may not detect gradual entry." •..•.• tArMBER' Poolguard° do PBM INDUSTRIES, INC. NAT ONALO o "ID10 . FiEV.10/2003 •••0: ... ,.Yuard •. cSupply. MLA i� II a di t$ I NEWPoolside Unit ..,:.:a: FALSE ALARMS Laos] 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 ellarm•yiriq• ...... sound, this is our self test feature which lets the pool owneY•k'hbw tb4t•the •; battery is good and the sensor is working, press the resett8N;� svAf�h and the alarm should stop sounding; it is now armed and ready to wset Certain automatic cleaners may set the POOLGUARD unit ofi.Mome c&ses...... If the cleaner head or the cleaner hose hits the POOLGUARD•alarrh•it•'rnay•••;• cause it to false alarm. Solutions to this problem are to use:.V(;w clgMpr at,•.;;, night and your alarm during the day. Another option would be,to finUld" place around the pool where the cleaner does not interfere ovith thauk1rm. ' A 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 and- 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. mik 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. Y • •.s. ••ese• • • • • •e/e.• •.•• •ss••• • 00 sees•• •e•• • • • • • • sees•• sees • sees• sees•• •••• •e•e• •• •• e••• sees:* • es••ss • • sees•• 000009 • • • • • • • • 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 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 poolthereare 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. Soso • . . o••• ••..•. .. • ...... .... ...... .....• 0*00 .... . • • ••. .. ...... .... ..... •• .• s••S ...... •.•••. •SS••• 0 ••0 • •• a • • • • • 00 0 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 of .the 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 . . .... ...... ...... .... ...... .... . ..... ...... ..... ..... .... .... ...... . . . . ...... carefully,9 DO read the manual with our DO- hold on- to- your red customer service card number00 service DON'T leave alarm in pool while swimming {s DON'T fe•i :• • ;; your alarm, aF. it may •, .. `.' break DON'T knock t. , eo or let e your alarm fall into the pool • } i ® DON'T° install your alarm ' irnmedlately # r s immin ...... •.:..• .,..:. DON'T use your alarm ®n � extremely wq' ' 'a.'.s :::::• go ., •,,, . , ,. 0 69 .•,•,• 0.0.6